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Home My WebLink About0045 OAK STREET ail& j I r COM/7- /2q oo� i Apr 25 01 11:06a Steve Bondi 1 508 548-8746 p.1 CICIb REGJSTEREC ARCHiIMCT • MA&NJ ddb db DENtSE D'AM8ROS1 BONOII,A.I.A. P.O. BOX 991 469 ACAPESKEZ ROAD FAST FALMOUTFi, MA 02536 • 508=548-4627 Date: 5 November, 2008 To: Mr. Robert.McKechnie, Building Inspector Town of Barnstable, Building Department Re: .Bralower House Remodel 45 Oak Street Cotuit, MA , Dear Mr. McKechnie: I am writing, as per the request of Builder Nick Lagadinos, to address the Breezeway door change at the Bralower House. While my Construction Drawings.called for . FWG6068R/FWG6068L doors at both front and back walls of fhe Breezeway, during construction we provided, instead, FWH3168S/FWH6068APLR/FWH3168S doors at each wall.- This modification was provided under my supervision and approval and does not undermine the structural integrity of the building. I am providing my Massachusetts Registered Architect seal/signature below to authorize this change. Should you have any questions or comments regarding this information, please don't hesitate to contact me at 50&548-4827. Thank you for your time and consideration. Sincere) �S.,SAD AOC.— p� �� 1 � No. 7718r FALMOUTH, ' MA Denise Bonoli, Registered Architect NOTSIA10 ` ,�£ ".q Wd 9- AON Boaz n:Lagadinos Building and Design Inc. (15087906230) 16:40 02/19/09GMT-05 Pg 03-03 - � TOWN OF BARNSTABLE Bu��d�� Application Hof 10883699 Permit tTE1,lt#yy�7'XN€YS.1'(1 1E4:;e Cidlr fl"2 mix - �E MAN, I tQxg A1z�ka;aaE. ! t �Af)IP ,S:ICIC Fs�tttitiitatu#ttr: it 4 i S72 �`�''�+�i'�=" �a#f=l>1tSi'4Ai?#.'r€ILIS•3>r _F.ciz♦13ttE�ttl7ar{- Tt#>�s;�,y� 4,5 0 ►K S T'RFFT Zmt€l4 D;slrir# Ri' Permt4".N f RF�S-117FnT[AL A'1-t)ITIO%,;A',i'LkATIO tia:ha,er` lIT7: €}t1m# :itFt1E L£ t 5i7J .'cn'sact:x !sa•_ C: rlli'E Mtn Fix S 500.3 Y;.e tse?Jrn 0120'.3 l:si C'eAtilrllCtiAJ2 CUSP 5 1.?6,0019 f.•nrorkr nPI�(tUw#:D P1,ANSI[U5T RF RFTAINR19 f1V.1(fyr1N1> ?A'.a,tk UL;0VC'€.[,MAST-P)[ih[1-T.L,AUNNZY A`D 1T!RR-DON1 'TIM;d'atROMINTA1'FCPF PLNTED U NTM 173N.A1 i • I - £fp:Tlp!(;XT};R>'�3�'CUBAhC'1r€S RF.�i.37RF€3,r1't'91 .-A,..n', B�tti€�H'Fk,:'MVEN Ndi E?AgBAAA j 91.€t. )NGSNAE,#,NOT bf 1Jf-1-ur7F;b V-4V*$,A FINAL YCrTE{JeC•.Mtn 20854 r' i e.M,`:b.",:if.�t E niyi4.t s;. ftit �7pt!tlii?A:�l`tmtt i%tYFu Llk, ��_z'•�d t't.�.�r% -'a'A.«-.-^' 1[1S1'It:_9t''[i.'.�Lt-lifil!_r1,E'1iG?:.'C)„i•St��:3T;�t`"'i.!tit.:€PlE3Fl-i!�:,€.KJ€tA'VYYAk:`1'ilkktCzl.,isl;i-1?(i:stilKA11l1C��t?'•` •....T I :1:3€)6t! 3I1,t:T''t "1:'ffi IC YF.!s€•F!:'C f`,Sf7( ^Id.'Y"I{,'nl(,l"R.RM€TT;Ir Ulti i';ktA ArY(°.Si€''1 tV#11r:M#:ST tlf.Yi;''2Q4r.C)JAY tisi.,I TkH'1";°Nr.;fi':ic�I',7 .�a:.r1l �5iab;+'r€?1tut7itM`A:"t�'^..ii?f'F:.la:.3i',t•N7:�:�!•Attu'D�Uti3T�{�E:;Fk{1Mcrf�t;t.F.�i!€•�sfxl:i,?k��"€'.l.K:u'��,i(r� >7rr�',5l.A:il'1l}; J!1;,5}lNaAIE!H)-<VnY'isLLB.\��Clil:•`:F}'3Ji�4Si�HLHeE t'll�t'Ut,lOtTli=k�CAFAT9Y A1't+l.!!.AHiFSIiR!)It'/CIt:A>t1=S�YLICI'Ka�'� 1V*I€'!:('I-tt)l�SP.F^tl1Prl)F'OR•%I! 01,€41RUC?IUN WORK ! F[(i:Kl?4fN;)N k?EZ If,'6?Tf�i:i ALLi€RCg AC"S�•(ESi t31.t ti+b "]'€t;hTT1E7[tk°.�T�C�'Si.S�Ft2;icHkyif:tElf?�INfi€9[S„P411:�. 1k:Ii€. lC Pill Ss i!1v i`>:!'=tTb::'i TL;SE CGNV«UCkS PA)OK I;):'€CAME!,'SCEC'YCN INSL LA C,t a F?1•A€,1�4�bC 1.3U�jl}[E)#CE'(TCE't:?��E'� I 4411C1i(;A7"Pi.[t:A€51.t:,>£i'4R?i€'€'3-ttRttl"i A3PC 1t.1:iJl!€J?.t'L�Pii4'1!LI:f"€Fi1Cxl_,Pt1)hfHt;lf Zl+t754t'�'ifA?FtC"dL3:LC7R€,LA:€C7h�S tt'{3R t SI1'[1,. OT 119 IUMEEt3:`tiT€L TI;I€t5R€:`TGP€€AA A PV 40 L-€1!fiE VAR 10UI k ST A G..61 OF C'Ti1v"1-7. RUC-PON PF.R141T WILL Ill:Ci)1TF;L'L`E,L A.-Il7 vow IF(V-41{TR[_["TI{IIV':'III([5 N&-�TARTEIJ1 NVIT IN Six Mo- Ig 00F %TE YNE PYRMITIS ISSUE D VI;NOTRI)AROVL t�s(Y):aTw-Twi,- rl!1"Nk! i:?1?'ERP13wC RA'CTav-m-,NGTlfA4'rA('C4;_±rU()0ARAN YFUNDjt w!!'zi(!hm't€GL.C',i•.?!I K•LM01,NCi UNSPFCEC)i r1TTR(tVAU tUEC'1-RECA1.ItSPEC::ION PPit`OVAi.1. 1 �ar��si.�'}#`iS^.i-� 1�i�'"',a i� . r 1� � •-c�, 1' /�� 1r J f�+�� r �,w rSrlf�S ''j' w' le 3 1 pR944ting xnspeetion Approvals lroonevring Dept lie;t/ 3 Fire"It � 2` � � amrd 07 neaUh n:Lagadinos Building and Design Inc. (15087906230) 16:40 02119109GMT-05 Pg 02-03 r TOWN OF BARNSTABLE Building ApplicativaRefi 2OOM922 AU1419) Isvoc Daw 5.1"U411% Permit ItIN:A'f 1qpg111Colt'.' LAUADNEIS MC k oWl N*tln*Yr' U 3!#1RO-111 %V-4f=FAMILY 110,0K 1 Jvaiwm 45 OAK STIR EFf &Aug€ OgNUtd KF Vtrnia I ypc RINDI-NTi-A!,;LT nfITIO."Atjj.'R-;I ho N1j'-p;Uf:e1 '318129004 M IN) t.DM&1�11 LAC LILDIX(4, FCC COTUT Ap p Vc.e 50V Lwrnw NUM. IN)265i IM Rk--W-: SCREIN PDRS-11 PIL 1t 7 N&W 14 91111 ftito�fk.s'r#f, N 41 %-,-111!(jAS I-RUILACL INSFIC-110S IIAS UI&W,A R-1 U-1 C-A r F.Ot CACCVPAXVY I S A EQUIRF44.5"i'CIL ol(-:ci-d JJPArC,!AfFALSTFVENNtr6AJPDAKAI BUI 1.111 N'G 5 1[A 11.NOT BE 004"A 11!It I I U N V 11.N t I N,,tI, 5 KIRKWALL'.T INSPVCHON HAS HCENMAbt. POTOMAC,MD 20654 RXI ipvowlp.-k tFE4E'I ilWl CY!'-A I J!V-� ;.'j 119 N*,vS,%t k uk.NNY PAR 1 1 IlLkLLW.t,i j4y.g o-AV'!k:v v Y(it YLI MAf.rV'r;Y tii 'J vk;!' IA "5wsl' "�iy fl;;rANL)Iui AIAIXix 1!(;11*;V rl fx'i 'vogi;- 1'11p NNk N-.t I C!f 11*11':tf1pl ti AXI tVJA!7111 z'(NrATXN50;ANIT Ik!S'jVC( Lj,Y%'-.' MU11. R.0 N!1 At I m-wi-vj, -'J�.5r Lih NT 111F 11TROk7l 1-.1,F€ ffj`S I tt.k t LINV%{,)a �IRM1 a U01MV, fit TQYRANIL 4 rlu�!g w ovi Rim,\m 'T( si M!MBIAS tRP-ADV Irp,I-3Itgi I Vki f11UU)k(PN"RZ:f r-k-TWAI,?lk W4r,1r,'.1LNf)-d'.-141AKX�l 0,'-'l',It klt-'Rh" i:i V,I"I'RiJ'airp LW.11-rut ikpq fjkj PER)UT 1%(11Y.IJL('(pN1F.V111. %ND VIAD Ili CONS1 WORK IS NOT SIARTED WITIdIti MV 0,;jtjjf)F Nf N DATE Tff F IN ij,'NE;kCCr-S71)Z;', ilortiiip IGL<I 2j1i #: At NZ3NA WIN A1'MJp%'Ai,3 1411 01"'ij fNS1'L( (10k% -\PPRf-T'AU, PIX-I'MiNG,INSPYM 10%ATTIZOVAI i-C'110f J-. r)I 7 12 gadinos Building and Design Inc. (15087906230) 16:40 02119109GMT-05 Pg 01-03 QLogo 2 Inc February 19, 2009 Barnstable Building Dept. Attention Bob McKechney Re: 45 Oak St Cotuit Bob, I met with the Fire Chief this afternoon and he inspected the smokes and signed off on the permits. They are attached for your records. Very Truly Yours, Nick Lagadinos The Town of Barnstable BARNSTABL E. Department of Health Safety and Environmental Services MAS0 prFO MP'�� .n._ - <. Building Division --� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 7 S � � s� ` Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The fol wing items need correcting: a� v �"►'N-C� IIUS c.t U¢r I O A) l N COGt17"N-C_T W C,14-A;" F-I z&-eoC-r�IC� rr J 57'k cos s � UGb A t i l AV / c.p�rcGt </ram � r 4?? - Please call: -50�8-862-49-3&for re-inspect' n. �"`�•,.� Inspected by Date r TOWN OF BARNSTA>BLE BUILDING PERMIT APPLICATION, Map (Zl [) _Parcel 1z �� !� Application Health Division .- Date Issued ' Conservation Division - Application Fee Tax Collector ,; �' 4 Permit Fee Treasurer �� Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis r` Project Street Address y S� 66-k :5 Village C m I• f Owner S LrN 8e4LOWQJZ_ . <" Address S- Telephone _Qo� 4)✓k. L Permit Request ( ( Square feet: 1 st floor:existing I/ 11b proposed 7,5-6, 2nd floor:existing proposed _Total new Zoning District Flood Plain Groundwater Overlay Project Valuation M. Construction Type GJoup, Lot Size y�T(7 s t. 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 P(No. * Basement Type: Full ❑Crawl ❑Walkout ❑Other Yt Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 257 Number of Baths: Full:existing Z new Half:existing / new Q Number of Bedrooms: existing 3 new Total Room Count(not including baths):existing new First Floor Room Count 7 Heat Type and Fuel: A Gas ❑Oil ❑Electric ❑Other Central Air: 10LYes ❑No Fireplaces: Existing ( New t` Existing wood/coal stou<: ❑Y,% No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existin ❑neCsize K Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: �< '— CZ>' y Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ' ra Commercial ❑Yes No If yes, site plan review# Current Use ac A�e Proposed Use `� m BUILDER INFORMATION Name_ !fifek 1.i9�S Telephone Number Address 13 I �C7`7J� �,�/. License# (Z� 5'3 C U17)1_ yo/9-- 3 t Home Improvement Contractor# /0 9 A Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �45'egA SIGNATURE �� DATE gJ",-u-/ r - - FOR OFFICIAL USE ONLY ---�� APPLICATION# r DATE ISSUED MAP/PARCEL N0. l ADDRESS VILLAGE OWNER DATE OF INSPECTION: a 50 �o` FOUNDATION�oz 9/08/OR /�j�D9iPiyX� Bern �. FRAME ik a •y m� Sloe Ok�/0.1' �Pi �� 8c��i8 oK ! �� INSULATION //U� �K <�/OI��Role eG FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL L GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 4. r Town of Barnstable Regulatory Services RARNSTAISM Thomas F.Geiler,Director „ 36Y9.`& Building Division rED IJ� Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.banwta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW t r/ Owner: �K'�LOGd�jf� Ma /Parcel: P Project Address ArOAW Cr CP; Builder: `t h`rti I N© S The following items were noted on reviewing: • � w/NDvuJs�tj a�yc-s• /at�./��c r �ESfs Div-+vr Reviewed by: Date: Q:Forms:Plnrvw REScheck Software Version 4.1.4 Compliance Certificate Project Title: Bralower Phase 2 Report Date:07/21/08 Data filename:C:\Program Files\Check\REScheck\Bralower Phase 2.rck Energy Code: Massachusetts Energy Code Location: Cotuit,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 31% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 45 Oak Street Steven Bralower Nick L Lagadinos Cotuit,MA 02635 45 Oak St. Lagadinos Building and Design Inc. Cotuit,MA 02635 13 Thankful Lane Cotuit,MA 02635 508-428-4097 lagcon@capecod.net Compliance:5.7%Better Than Code Maximum UA:210 Your UA:198 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or e.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 600 38.0 0.0 18 Ceiling 2:Cathedral Ceiling(no attic) 200 30.0 0.0 7 Wall 1:Wood Frame,16"o.c. 976 21.0 0.0 39 Window 1:Wood Frame:Double Pane with Low-E 80 0.330 26 Door 1:Glass 218 0.330 72 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 762 19.0 0.0 36 Furnace 1:Forced Hot Air 90 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. • Digitally signed by Nick Lagadinos Pg! IeC Si .ecn=Nick Lagadinos Date /f,n0=1-agadinos Building and Design - I`nc., ou, e m i1 a =1 agcon@capecod. La --us a n o-.¢' a Date: 2008.07.21 1.6:35:42 -04 00 Project Title: Bralower Phase 2 Report date: 07/21/08 Data filename:C:\Program Files\Check\REScheck\Bralower Phase 2.rck Page 1 of 1 Project Ti'ge. Bralower Phase 2 Report Date:07121/08 Data filename:Cram FilaslChecMRESchecktBreIower Please 2.rck Energy Code: Massachusetts Energy Code Location: Cotutt,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 31% Heating Degree Days: 6137 Construction Site: Owner/Agent Designer/Contractor. 45 Oak Street Steven Hralowet Nick L lagadinos CoUL MA 02635 45 Oak St. Lagadinos Building and Design Inc. Coluit,MA 02635 13 Thankful Lane Cotult MA 02635 506-426-t097 lageon®capecod.net Compliance:5.7%Bang Than Code Maidmum tJA:21C Your UA:198 Assembly Area or R-VaILIC R-Value or Daoi Calling 1:Flat Ceding or Scissor Truss 600 38.0 0.0 18 Celltrig 2:Cathedral Calling(rho attic) 200 30.0 0.0 7 Wall 1:Wood Frame,16,O.G. 976 21.0 0.0 39 Window 1:Wood Frame:Double Pane with Low-E 80 0.330 26 Door 1:Glass 218 0.330 72 Floor 1:All Wood JoisVTnns:Ovsr Unconditioned Space 762 19.0 0.0 36 Furnace 1:Forced Hot Air 90 AFUE Air Conditioner 1:Electric Central Adr 13 SEER Compliance Statement The proposed building design described here is eonsWent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massechusetts Energy Code requirements in REScheck Version 4.1 A and to comply with the mandatory requirenm is listed in the REScheck Inspection Checklist The heating load for this building.and the cooling load If appropriate.has bee tned usin he app6csble Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool uild' shall ba no r than 125%of the design load as specified in Sections 780CMR 1310 and J4A. q Name-Title Signature Date Projact Title: Bralower Phase 2 Report date:07121/08 Data filename:C.Trogram FileslCheck%REScheckZralower Phase 2.rck Page 1 o1 1 �4 ��I� 1U DESIGN 13 Thankful Lane Cotuit,MA02635 508-428-4097 Fax: 508-428-7709 OF ' C email: lagcon@capecod.net July 18,.2008 Barnstable Building Department Re: 45 Oak Street Cotuit, MA Window List for Mass Check Doors: 5 6068 Sliders 40 s.f each 200 s.f total 1 3368 stationary panel 18.33 s.f 18.33 s.f. total Total Doors S.F. 218.33 s.f. U Value 0.33 Windows 5 TW28310 windows 11.57 s.f. each 57.85 s.f 4 TWT 2810 Transoms 2.95 s.f each 11.8 s.f 2 TWT2817 Transoms 5.19 s.f each 10.38 s.f. Total Windows S.F. 80.00 U Value 0.33 ` . . AWC Guide&o NHowd Construction in 14gh reum: %l0wmnh lVindZoec Massachusetts Checklist for C m»nliance (700CMUR 5301.2.11)' �qCbodk � Compliance 1.1 SCOPE VWnd Speed(3-sou gust)................................................................. ....................... ---------11U mph XX__ VWndCo�gmy---------------------- --_—. ...............................................8 XX _ 1.2 APPLICABILITY , Number ofStories ..............................................................(Fig 2)............................ otoheo u2stories »: Roof Pitch -------.,—_------._----_--(Fig2) ...........................................9 ��12:12 XX-- Mean Roof -----_--_-----------.y�g2>-------.--------'��_� �3J ��_ Building Width,VV................................................................(Fig 3>--------- --.�� 0J XLBuilding __ Length, --------------------' 3)—.------.�~�� ---�__� �0I �L_ DuUd�g�ope�Ra�oU�o@ --- ---------`--'(�Q4)-------' ---� ��L—'��1 ��_� Nominal*e��ovToneo Oponmg ---------^—'(F�4)--------.-------'��__.�6�^ XX__ � 1'3FRAM|NG CONNECTIONS � General compliance with framing connections....................(Table 2)................................................................ XX_� � 2.1 FOUNDATION Foundation Walls meeting requirements cf78U CMR 54041 � � Concrete............................................----------.-------'-----.—'._— )0(_� Concrete _------.-----------_--- ----------.------.—' :» ----'^ � '�--. ---- ' 22 ANCHORAGE n5 FOUNDATION'~ ' 5/8"Anchor Bolts imbedded or 5/8"proprietary Mechanical Anchors ason alternative in concrete BokSpacing—gene�|-------'------'�ab�4>---------------. mr in. Bolt Spacing from end/joint ofplate ............................(Fig 5).............. ......................6- in,*:s8^-12^` XX _ Bolt Embedment—concrete.................. ......................(Fig 5>........................ ........................ . in. �7^ XX_ Bolt Embedment—masonry.........................................(Fig 5)............................................ in. 2: 15^ »» PlateWasher...............................................................(Fig 5)...............................................a 3"x3^xY." - XX-- � 3.1 FLOORS Floor framing member spans checked (per ` . »: ----------� ------------ Maximum Floor Dimension......................... .........(Fig 6)...........................o___fty12'orU2orVV12. XX__ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).Np�-----------� ' XX__ Maximum Floor Joist Setbacks Supporting Luodbeohng Walls orSxeonwoU................(Fig 7)....................................................0ft :5d XX__ Maximum Cantilevered Floor Joists Supporting Loodbeohng Walls orSheenweL----'(Fig 0.......................... .........................v__ft sd' XX__ Floor EndwaUo....................................................(Fig 9)��-------------------' XX_' Floor Type ...-----------------'(per 78UCMR Chapter 55).�K4:!��.-------' ��__ Floor Thickness .................................................(per 7OOCMR Chapter 55)........................314" in. XX_� Floor Sheathing Fastening...................................................(Table 2)'8d nails at 6" in edge/12in field XX_� ` � ' 4.1 WALLS v Wall Height ` 7�^ --_-----------_'(�g10 and Tob�5)--------. ft y1� XX_�� _ woUa--------_-------(Fig 1U and Table 5).......................... XX__ Wall Stud Spacing ........................................................(Fig 1O and Table 5)...................16"_hn.y24"uc. Wall Story Offsets ............... ..........................................(Figs 7&8)...........................................P ' ft sd XX__ ' , 4.2 EXTER%JRVVALLG» Wood StudsLoadbearing walls ........................................................(Table 5)..............................2x o�_'7'_.ft 4- in. xL_ | .................................................(Table 5)..............................2x___-7- _ft 4- in. Gable End Wall�Bracing' � Full Height EndwaU Studs............................................(Fig 1O>..................................... --.---...... —� »« VVGP Attic Floor Length................................................(Fig 11>............................ ....... ft�W/3 XX�._ Gypsum Ceiling VfVVSP not used)...................(Fig 11)............................................ ft 2:0.9VV XX�__ | 2x4 Continuous Lateral Brace @8 ft. uc. '(Fig 11>............................................................ | Double Top Plate Splice Length ...— ........... ............... ................. (Fig 13 and Table O)— ...........------'4-`_ft XXSplice Connection(no.of 16d common nails) _ --.(Table 0)—.................... ............. — ............. io_. XXL_ Loadbearing Wall Connections Non-Loadbearing Wall Connections Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Non-Load Bearing Wall Openings.(record largest opening but check all openings for compliance to Table 9) Exterior Wall Sheathing to Resist Uplift and Shear SimultaneouslyA Minimum Building Dimension,W 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... XX Maximum Building Dimension, L Shear Connection(no.of 16d common nails)(Table 11)......... 3 XX 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... XX Wall Cladding 51 ROOFS Roof framing member spans checked*?.........................(For Rafters use AWC Span Tool,see BBIRS Website) RoofOverhang ....................................................(Figure 18)..............8-�_ft:5 smaller of2'orU3 XX__ Truss or Rafter Connections adLoodbeorngWalls Proprietary Connectors . Uplift.................................................(Table 12}............................................U=170plf XX__ Lateral.............................................(Table 12)............................................. Plf XX—_ Shear............................................... 12>............................................S=77__plf XX__ Ridge Strap Connections, if collar ties not used per page 21..... (Table 18).............................. =____plf XX__ Gable Rake OuUookor.........................................(Figure 20.............. ftsumalbsnf2'orU2 XX__ Truss m Rafter Connections atNon-LoodbeohngWalls Proprietary Connectors Uplift................................................(Table 14)............................................U=0---lb. XL_ Lateral(no. of18d common nails)...(Table 14 .......................................L= lb. )0(__ Roof Type...................................................(per 78OCIVIR Chapters 58 and 59).!Fp�........... �W__ Roof Sheathing Thickness........................................... ..............................................112.in.�:3n0^VVSP XL_ Roof Sheathing Fastening................................. .........(Table 2}..........................................................8D XL_ Notes: 1. This checklist must ba met in its entirety,excluding the specific exception noted in 2.hocomply with the requirements of 780CIVIR5301.2.1.1 Item 1. If the checklist iomet in its entirety then the following metal straps and hold downs are not required per the VVFCKU11D mph Guide: o.' Steel Straps per Figure 5 ` | u zo Gage'Straps per Figure 11 � u Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2 Exception:Opening heights ofupho8 ft.shall be permitted when 5%is added hn the percent full-height sheathing requirements shown in Tables 1O and 11 ' 3. The bottom sill plate in exterior walls shall bea minimum 2in. nominal thickness. pressure treated#2-grade. Ai1'C Guide to Wood Construction in Ifigh Wind Af eav: 1.10 inph Wind Zoaae Massachusetts Checklist for Compliance(780 C IR 5301.2.1.1) 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing.for Panel Attachment AWC Guide to Wood Construction in fth mind Areas: 110 inp h Wind Zone Massachusetts usetts Checklist for Co iance (780 C 7R 5301.2.1.1)' -WIH N THIS EDGE RESM ON FRAMING UM 8d NAU-S AT6"ujm Ir a 11 1 u 1-I 11 11 11 � H 1-I .0 11 Il 11 Ir,~ 1 Il it i it 1 - 1t f i Ir a 11 d ! IWD 1 i f 1Ed I t 'i3 J 1 1 1 1 Z II 11 Ir g 1 � II � II ►r 11 11 pJ :1 1,1 �1 11 - - - It 0. - - II a u Jr W 1 la t 1 II tl JI 1 rl — JI 1 1 I 11 t VVVIP ESX7C `---__-- ` MAILSPACM PANEL_ � v See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment ♦ b AWC Guide to ff oo t Construction in High Wind Areas: I 10 Fnph if%ind Zone Massachusetts Checklist for Compliance (780 CNIR 5301.2.1.1)' 1 UJOa 6Z: i i 1 NZ *1 1 i - 1 F 1 1 !L 11 � 1 m _ Z III 11 1 j i 1 a � li + 1 FRAMING MEMBERS 1 ' i EDGERtiITERMf=DIRT£ k 1 ♦I z 1 i --- 1 1 STAGGERED 3"MCI NNL PATTERN PANEL PA%E EDGE DOUBLE NAIL EDGE SPACING METAL Detail Vertical and Horizontal Nailing for Panel Attachment vi. Board of Building Regulations and Standards Construction Supervisor License License: CS 12653 i, ` Expiration T.'I6%2009 Tr# 15610 ' Resfrtcxton �00. NICHOLAS A LAGAD[{VO__5_;r;' 13 THANKFUL LANE. COTUIT,MA 02635 Commissioner u' c7l Pao o�. ac�ivaelita Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration 104804 Board of Building Regulations and Standards Expiration 7/95/2010 Tr# 270833 One Ashburton Place Rm 1301 Boston,Ma.02108 5/ F Type Pnvate Corporation LAGADINOS BUILDING&,DESIGN, INC 1 Nicholas Lagadinos' 13 Thankful Lane Cotuit,MA 02635 - " Administrator Not valid witho signature bo The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Aff davit: Builders/Contractors/Electricians/PIumbers Applicant Information - - Please Print Legibly Name (Business/Organization/Individual): 1�t,1U�'i7t[l ()S ul L1>1 VkG bb I A/tD Address: City/State/Zip: _0=_ OM rda3 5 Phone#:_ ( DV 42h-.�U 7 Are you an employer?Check the appropriate box:. Type of project(required): - 1.(4 I am'a employer with 12— 4, ❑.l am a general contractor and I 6. Q New construction employees(full and/or part-time).* have hired the sub-contractors f 2.❑ Pam a sole proprietor or partner- listed on the attached sheet.t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. E] Demolition working for me in any capacity. workers'comp. insurance. 9 Building addition [No.workers' comp.insurance 5• �..We are a corporation.and.its required.] officers have exercised their. 10.❑Electrical repairs or additions 3..0.I am a homeowner doing a1I work right af:exemption per MGL 11..0 Plumbing repairs or additions myself. [No workers' comp. c.152;§1(4);and we have no. 12..E Roof repairs insurance required.] t . employees.[No workers' 13 0 Other ' comp insurance required:]: > •Any:applicaat thai.checks boz#1 mustalso fill out the sectton below showing theirworkets'compeasatton poh mformatton.. .- y, t Homeowners who snbmtrthis,aff davit tndiqungtheyare doutgaU work and then lure outside dopt.mctois mbmita new affidavit indicattngsuch.' r . -;tCbntractors that check'tlus box must attached:aa addtdonal'sheefshowmg t.ename'of tiiesub=eodtractots and.theirworkers'comp:policy information i-�� 7�.. ; ¢ i..a � it .: :.: - ... ...- i �a�} I am an employer that is providing workers compensation insurance for tt7y employees Beloit+is the policy and jo&site .. .. tnformattott Insurance Company Name: 47 Policy#or Self-ins. Lic.#: xpiration Date: `Job Site Address*_ City/State/Zip:1_ C"�� 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 line up to S1,500.00 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 Investivations of the.DIA for insurance.coverage verification. t do her ertify'und t! ins and p ralties o erjury that the information provided above is true and correct. Si<T' lure , Date: . D Phone#: L! 09 7 Official use only. Do not write in this area, to be completed by city or to►vn offciaL. 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 C-6ntact Person: Phone#• VG/VU( GV VY aa�a az•-s r++.a .,vim +—v r+vr rvv....+.a. —..r.wr.w-.v— .+ ' wj V V 4(V V i ACOM CERTIFICATE OF LIABILITY INSURANCE DATE(MMJDDIYYm 02/08/2008 PRODUCER (508)428-6921 FAX'(508)420-54Q6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leonard Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 7 Wianno Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 494 Ostervil le, MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Lagadinos Building & Design, Inc. INSURERA: National Grange Mutual Ins Co. 14788 13 Thankful Lane INWRERB: AIG XSB009 , Cotuit, MA 02635 INSURE2C: I INSURER D: INSURERS i COVERAGES 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 IPOLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS R DI TYPE OF INSURANCE POLICYNUMBER POLICYEFFECf1VE POIJCYEXPIRATION LIMITS GENERAL LIABILITY MSH87460 01/01/2009 01/01/2009 Emioccum=E X COMMERCIAL GENERAL LIABILITY 11000,000 DAMAGE TO RETITED I CLAIMS MADE �X OCCUR (Any S 5001 000 MED EXP An one person) $ 10,000 A PERSONAL&AOV INJURY $ 1,000,000 GENERA:-AGGREGATE $ 2,00Dr000 GEML AGGREGATE LIMIT APPLIES PER PRO- PRODUCTS-COMP/OPAGO $ 2 000,000 POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident] $ ALL OWNED AUTOS BODILY INJURY SCHEDULEDAUTOS (Perpmoln) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTO$ (Peraccldenl) $ (PeraaccidenDAMAGE $ I GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR FI CLAtMSMADE AGGREGATE $ DEDUCTIBLE RETENTION S $ WORKERS COMPENSATION AND WC6983341 01/02/2008 01/02/20092F-L wcS"- SPECIALEMPLOYERIP LIABILITY B ANY CE�RIMEMBERREXCLUDED4�CUTIVE EACH $ If Tres,describe under E.L DISEA $ PROVISIONS below E.L DISEASE-POUCYLIMIT $ OTHER DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLES I EXCLUSIONS AODE D BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE LD N ELLATI N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TOTHE CERTIFICATE HOLDER NAMED TO THE LEFT, Town Of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main St. OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATRU. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Nanc FEenderson LEONHl ACORD ZS(ZUO'I1Q8) FAX: (50$)428-7709 ©ACORD CORPORATION 1988 r �ppIME rp Town of Barnstable Regulatory Services saxivsrnatE, 9 MASS. g, Thomas F.Geiler,Director �ArEOMplA1� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I 20 V C ?z,�'a I��''� , as Owner of the subject property hereby authorize mt z— Lft1 1 w; to act on my behalf, in all matters relative to work authorized by this building permit application for: O' (Address of Job) - 7- d5 �$ Signature of Owner at Print Name Q:FORM&OWNERPERMISSION .�f�+•t.'xcat°� `''h•i*"�:.,. .� a,�•� �� y��i �' � `�,°'y:�v;,- ;�p➢`�`cg4rd�- � t .x t""' ..�c,.�,t`r�,,,s e... ,.,,� �_ `oF. E.o,;tio� Town: of Barnstable BARNSTABk ' Regulatory Services., ,MASSf6 q.4_•� :mrae fr t. Building Division 200 Main Street,Hyannis,MA 02601 ` Office: 508-862-4038 Fax: .508-790-6230 t Inspection Correction Notice • Type of Inspection Location `7`S` 0m-r'_- ST 7"- Permit Number . ._ "Owner. Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: - 0". 7 / CY Please ca1108-862-44 .for re-inspection. Y-111 Inspected by4 Date x r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �1O�UZ �IZ Map O Parcel oa Application# �v Health Division Conservation Division?/ Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee q2 . Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address, g Village CtA/O�(// Owner S eve 15ra o oicl- - Address _5 /flr�Wa Telephone ,o �q�_3 /7 a 8' �o 74a Mae , Permit Request Cow Maheq&ffa9 Av 04)/_6 ea 17 01 e re u e re c e �•�d �JS Square feet: 1st floor:existing //4p proposed 2nd floor:existing proposed Total new O Zoning District Flood Plain J Groundwater Overlay Project Valuation Construction Type Lot Size a-- Grandfathered: ❑Yes ®'No If yes, attach supporting documentation. Dwelling Type: Single Family �(/ Two Family ❑ Multi-Family(#units) Age of Existing Structure /RSOQ Historic House: ❑Yes 41N0 On Old King's Highway: ❑Yes Q110 Basement Type: Vull ❑Crawl , ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 7930 Number of Baths: Full:existing C�_ new n Half:existing Q new Number of Bedrooms: existing�� new Total Room Count(not including baths):existing /In new 0 First Floor Room Count 4 Heat Type and Fuel: ❑Gas W it ❑Electric ❑Other Central Air: ❑Yes V4 Fireplaces: Exi ting New Existing wood/coal-stove: 0 Yes �,❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existling ❑new size Attached garage:❑existing ❑new size N Shed:❑existing ❑new size Other: j 47 2 Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION a, Name Telephone Number �— Address License# G/ 4 Home Improvement Contractor# Worker's Compensation# d U ALL CONSTRUCTION DEBRIS R SU TING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT-NO. DATE ISSUED c MAP/PARCEL NO. ADDRESS ,VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING j �r DATE CLOSED OUT ASSOCIATION PLAN NO. + the Gommonwealth'o,fMassachusetts Department oflndustriaZAccidents _ Office of Investigations ' a 600 Washington Street . Boston,M-4 02111 s , www.mass.gov/dia ' Workers' Compensation Iaasurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Letzib Name(Business/Organization/Individual): . 41 EahLrdl/SC$ C, •Address: City/State/Zip: CO P96 35- Phone.#: JJOf1- Are�u an employer? Check the'appropriate box: -Type of project(required):. 1.LYJ 1 am a employer with_Z0 4• ❑ I am a general contractor and I have hired the stab-contractors 6..❑New construction . employees(full and/or part,time). 1 2.❑ I am a•sole proprietor or partner- listed on the-attached sheet. 7. O emodeling ship andhave no employees These sub-contractors have g. ❑Demolition working for me in any capacity, employees and have workers' ....❑Building addition [No workers' comp.insurance comp,insurance.$ required.] 5• ❑ Yore are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing.all work 11.❑Plumbing repairs or additions ' myself. [No workers' comp. right of exemption per MGL 12.0Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13:❑Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew 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'camp.policy number. Jr am an employer that isproviding workers'compensation insurance for my employees. Below is.thepolicy and job site information. Insurance Company Name: i2bzlenla .51 C 17" l Policy#or Self ins.Lic,#: [/ � �U? 7 �� '�'"t�6 Expiration Date: lob Site Address:__7' City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failu e.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine ' of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Off ce of Investigations of the DIA"for insurance coverage verification. I do hereby cer ' u der the P s"and penalties of perjury that the information provided above is true and•correct,' Si atum. Dater Phone 52�0 Official use only,. Do not write.in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): '1..Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6, Other Contact Person: Phone#: Information and Instr°ucti®ns Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including tbelegal representatives of a-deceased employer, or the 1e_aeiver nr trnst:_ee-of an individual.paitdeiship, association or other legal entity, employing employees. However the owner of a dwelling-house having not more than three apartments and who resides therein;or the occupant of the dwelling house of another who employs persons to do maintenance,construction or`repair work on'such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal,of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant-who bas not prod�ced�acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,-§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for;the performance of public work until•acceptable evidence-of compliance with the insurance requirements of this chapter have been presented•to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-confractor(s)name(s), address(es)and phone numbers) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other,than the members orpartners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required, Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or.license is being requested,not the Department of Industrial Accidents,' Should you have any questions regarding the law.or'-if you are required to obtain a workers.'. compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line, City or Town Officials. Please be sure that the affidavit is complete•and printed legibly:,The,Department has provided a'space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact'you regarding the applicant. Please be sure to fill in the permitllicense number which will be used as a reference number. In addition,'an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy*information(if necessary)and under"Job Site Address"the applicant should write"all-locations,in (city-or town)."A cbpy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit, The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions ,please do not hesitate to give us a can. The Department's address,telephone-and fax number: btu CommonwWfh of Musaehwt tts Depaztmmt 4f kcal A.Q6,dents' Office of Inyestigat onzs 600 Washin cm Streit Boston,MA 02.111 Tel. #617-727-49-0.0.ext 406.ar 1-M-MASSAFE pax� G17-727-7749- Revised 11-22-06 www-.Mass.gov/6a Tawle d3:Z10(ecatmne� ' p'tucriptive Packages for 06 and Two-Family Raidendal Baildimp'Heated A1t4► rasd F'ueis MAXfMi1M 1Vm+lIMUM 4lazing Gla$ng Ceiling Wail Floor . Ej=rat : Slab Heating/Coollrng Arra1('Ja) U•value= R-valuer ' R-yahw4 R-yalue° WaII perimeter F.quipraent Flfiaeaey? P=kge R-value R-valuar 570I to 6500 Heating Degrrr Da" Qr' 12% 0.40 33 13 19 10 6 Narzasl R 12% 0.52 30 19 '. 19 10, 6 Normal g 12% 0.50 33 13 19 10 . 6 15-AFUE T 15VA 036 33 13 25 N(A NIA. No= U I5% 0.44 311 19 19 10 6 Normal y 15% 0.44 311 I3 25 NIA 1'UA 13 AFUE W 13% 0.52 30 19 19 10 • tl U AFUE IS% 032 33 13 23. NIA NIA Normal 19%. 0.42 33 19 25 N/A NIA mi •' Noai LA 18% 6.47 33. 13 19 10 6 90 AFUE 13 fe 0.30 30 19 19 i0 6 90 AFUc �° c 1. ADDRESS OF PROPERTY: 2• SQUARE FOOTAGE OF ALL EXTERIOR WALLS: I +O s �• 3, SQUARE FOOTAGE OF ALL GLAZING: S 4, %GLAZING AREA(#3 DIVIDED BY#2): �! d' 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERIYM4ING ENERGY'REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES:. NO: q_far�ns-030303a • 04/13/2007 16: 12 FAX 5087756688 HORGAN INSURANCE IM001/002 CORD CERTIFICATE OF LIABILITY INSURANCE Pr�auCER 04 '13/2007 (508)775-5830 FAX (508)775-6688 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Horgan Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 44 Barnstable Rd HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR � P 0 Box 250 ALTER THE COVERAGE AFFORDED BY THE POLICIES BE OW. Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIL# MOURED AI Enterprises, Inc. INSURERA! Nautilus Insurance Company P.O. Box 2056 INSURER8; Cotuit, MA 02635 �U PER C; IN3URER D; D�URER E COVERWES 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,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, IN8R W1 TYPE OF INSURANCE POIJCY NUMBER POLICY EFFECTIVE POLICY CPRATIONDATE 111111d=d" —DATE MMMQ= LIMITS GRNERALLWBILrrY NC631673 02/16/2007 02/16/2008 EACH OCCURRENCE S 1,000 00 X COMMEAMAL GENERAL LIABILITY DAMAGE TO RENTED g 1001000 CLAIMS MADE FX7 OCCUR MED E)XP(Any am poison) S 5,000 A PERSONAL&ADV INJURY S 1.000.00 GENERAL AGGREGATE s 21000100 GEN'L AGGREGATE UMrr APPLIN PER; P WDUCTS•COMPIOP ACC $ 2,000,00 X POLIOY LOC L AlRIABILRY (COINWMB SINGLE LIMIT ANYAUT $ ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (per Preen) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Peraeaeone) 8 PROPERTY DAMAGE S (Per acwMI) GARAGR LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTMERTMAN FAACC 5 AUTO ONLY; AGG I EXCE38AIMBRfXLA LIAINUrY EACH OCCURRENCE 9 OCCUR CLAIMS MADE AGGREGATE S DEDUCTIBLE S RETENTION 6 g OT}I• WORKERS COMPENSATION AND WC 9TATU EMPLOYBU LUMILITY ANY PROPRIETORIPARTNERIEXECUTIVE _ EL.EACH ACCIDENT E OFFICERIMEMBER 0 CLUDED4 EL.DIBEABE-EA EMPLOYEE S If yes.eewbe under SPECIAL PROVISIONS beicw El.DISEASE•POLICY LIMIT 3 OTHER DESCILPLION OF OPERATIONS I LOCATIONS 1 VEHICLE$I EXCLUSIONS ADDED BY ENDORSrYIENTI Slow"PROVISIONS orkers Compensation certificate to-be sent from company. CERTIFICATE HOLDER SHOULD ANY OF TW ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TNMROP,TNR IEWNG INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFCATE HOLDER NAMED TD THE LEFT, Town of Barnstable Bur FAIWRE TO MAIL SU NOTICE SHALL OM E NO OBU"TION OR LIABILITY 200 Main. St. OFANYIXINOUPO TH URER,ITS E RRESENiATNES. Hyannis, MA 02601 AUTHORIZED REPRE ACORD 28(2001l08) FAX: (508)833-8519 (OW09D CORPORATION 1988 RightFax N2-2 4/16/2007 10:05:04 AM PAGE 003/003 Fax Server ACORD. CERTIFICATE OF INSURANCE DATE(MM►DDIYY) 04-16-07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HORGAN INS AGCY INC HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 44 BARNSTABLE RD B ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE HYANNIS,MA 02601 COMPANY 28XBF A CONTINENTAL CASUALTY COMPANY INSURED COMPANY B AI ENTERPRISES INC COMPANY PO BOX2056 C COTUIT,MA 02635 COMPANY D COVERAGE THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LASTED 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. CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIYY) DATE(MMIDDIYY) LIMBS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OPAGG. l $ CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY $ OWNER'S&&CONTRACTORS PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Anyone person) $ AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(PerAccident) $ HIRED AUTOS PROPERTY DAMAGE_ $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGREGATE $ EXCESS LIABILITY UMBRELLA FORM EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLYER'S LIABILITY UB-7847A264-06 07-18-06 07-18-07 STATUTORYLIMITS X THE PROPRIETOR/ EACH ACCIDENT $ 500,000 PARTNERS/EXECUTIVE X INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSA/EHICLESIRESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WLL ENDEAVOR TOMAIL 10 DAYS WRITTEN NOTICE TOTHE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 200 MAIN ST. FAILURE TOMAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITSAGENTS OR REPRESENTATIVES. HYANMS,MA 02601 AUTHORIZED REPRESENTATIVE Dennis Chookaszis ACORD 2"(3193)' RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 ' Alterations/Renovations $50.00 BWldingPennitAmendment S25,00 EFE VALUE WO•RMHEET NEW LIY.ING SPACE plugsquare feet x$96/sq,foot= U .W x.0041= from�elcw(if applicable) . ALTERATIONSMENOYATIONS,OFEXISTING SPACE square feet $64/.sq.foot= ' ��•Q� x.0041= 0 plus f crm below(if applicable) GARAGES(attached&detached) square feet x$32/sq,ft,= x,0041= ACCESSOB.Y STRUCTURE>120 sq,ft. • ; >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75,00. >1000 sf- 1500 of 100.00 >1500 sf-Same as new building pernrit: square feet x S96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch x$30,00= 30. .a . (number) Deck D x$30,00= ' (number) Fireplace/Chimney x$25.00= 95-OD (number) Inground SwfmmingPool $60,00 Above Ground Swimming Pool $25,00 RelocationlMoving $150.00 li (plus above ifa applicable • ., Perrnit Fee Projcost Rev;063004 • � flze•�aiivnaancuea/�a�✓��a�arlu�aslfa Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registift Exp MU!)rc %21AIM - �`.::`, ; Private Corporation A I ENTERPRISES,IN PETER 140 LITTLE RIVER'RD;7 __ .CL. COTUIT,MA 026W Deputy Administrator a 4 w �'z #3@A#I�"OP�kIiLE1iN�Ii�BULATION6 k = calt �vRcTrt stiursiR Nu�bsr C6 054t457 Ex�i�res E?�li'k�lZ0i18: T,r nm- 2�Y3T '__ PEi:R M40Iv1ETTt` - CotvrT, _ ;C�nmisstangr . . pp1ME� 'Town of Barnstable, Regulatory Services �BMAS& '$ Thomas F.Geiler,Director F%6 a- Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,Na 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, s k v-eh era lo W lam/'' as Owner of the subject subj J property hereby authorize &er 10/rle7T✓ 1Ar'F1741;91-; es 4kt on my behalf, in all matters relative to.work authorized by this building permit application for: . 5 a� s�re e� (Address of job) ';w SignatLe of Owner ate Ve- Print Name Q TORMS:OWNERPERMIS S ION Rpr ,18 07 09:35a Rioux 5084204351 p.2 OI 1 08,49 FAX LAB AND RENAL SERVICES la002 ,S0 p� � f5 O @ A i LOp' C ti � TJE6'Sp.00 This MORTGAGE INSPECTION plan is For FLOOD ZONE'' P,E[' 201YE.• R! 13ank Use Only REGI-STRY OWNER: TOWN: --CO�:IT.^ —BUYER: �R WStZN DEED REF 76,11,:1L� PLAN REF: 29/30 _ _ _5CAM-1"7 DATE: �5-16/99 7-HEREBY CERTIFY TO �Q11_F1�N1� YANKEE SURVEY _ THAT THE: $ui»ING "' CONSULTAN`f' SHaw;�ON THIS PLAN tS LOC4TED ON THE GROUND AS ,•• ,� r_; 40B (SUI'CE 1) SHOWN AND THAT I'fS POSITION DOES _ CONFORM w , TO THE NOISING LAW SETBACK REQUIREMENTS OF THC �; INDUSTRY ROAD _ AND THAT ' TOWN OF ��L' T ------- — MARSTO`!S MILLS. MA IT DOE$_.MOT__ UE WITHIN THZr SPECIAL FLOOD HaZRRD FAL .3'�0- 056 AREA AS -SHOWN ON THE H.U.D. MAP DATED_71'-1 2 __ Co ' .y— q c'1 k 250001 d2� D INSTIZUKENT 26786 JF p. _ rilury.�NOT VTO 8F L F�'AMFOR FFNCFF FT[ THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) IM A DATA 4,:n,coca' : ► ,i vATE f:. lu r " ; > a : w M •- - 30l N o< yl N- a M 0 71 �vA of 44, m J `_ r v E 8 874.E /5TE�� 1� Nd 5URv�,�o�w r 7rr.Jta Pf= 43,Sao F FR CERTIFIED PLOT PLAN LLv ACd'IN SCALE - 40 DATE.= L®RE�GE ENGINEERING CO,INC I CERTIFY THAT: THE F`' nfn.�giant - CLIENT SHOWN ON THIS. PLAN IS LOCATED Et13TERED REGISTERED JOB NO. ON THE .GROUND AS INDICATED AND CIVIL e�,� LAND CONFORMS TO THE ZONING LAWS ._QuavFYAR. DR.®Y+ OffARivsrA./ 4 ASS. DATE ,>R.,EG. LAND SURVEYOR II cn 09. . -- Zas OIS WO ��[x t -FULL BASEMENzz . J GGGzzzz p �400I ]2H ioNews"P"`s' -iou^aon wAlis V tao caAw.srxe gg I. LLI i F <o ®� I j 2 fj I I I CRAWL SPACE I t ouu.rrvr ` U 71 a 'b r �^ s • DINING ROOM - E L.� s— J,J• xe No n waw�uox mxca oxnN. a r rG h 1 - Ll- -_ _—_ eoxcaerz roanxe-'eorr`airo L r � uw raus.0 Or wOJD OCCi.n&T/f. I ' _---PT.2 O'D�A.COxC.50xONBC9 i /iuRa.vAamgx A!Ovf C'-C, FOUNDATION PLAN awwa y LIVING ROOM ve=ra• - o - - -KITCHEN f rr, Lu --- 0 Z STUDY/LIVING 7(-,�Lx y r -W f a _ Q" o Q o o u o� m o-x�N,��xxw LLI FOYER fns,iu,ewce rumicx EDC N� - � b C) C Y nso- EOUAI EQUAL t � O N wX�v¢uc�rr.,waw § LL Wood GLA - srEvrocRADEDB ' U II O DATE:04/10f 2OD7 ° SCALE AS NOTED R7md ch,9,s to FIRST FLOOR PLAN DRANANO p. Al 3 `�P » , N a Z �a �'j ---------------T-------------------I O" Z, $ i I r 1 ° I 1 I a • �d ' BEDROOM * ; BEDROOM SAY [xTrxD[x�ST.2.+wxi Y • � "�' r'•d • ❑ O s Fw • � rc entl I irz enn __ - " ` xew vz.s nrorxs \�l .n II 1 za Boor R.rmxso.�. wi irr cox nrwo. �II II II r oor sWNclrs I � t _ -- 'Y II II Mexrea.sr ow.uswair � - . ..rrmx nwv. _ove exisT.w+u, snOex�r°as'o a•oxc.srNNeus _o=--__ w No nx.iass I �=Ew Ceu m uew°�`oxr°ea ecirou. i w wii r'�oeii rerrts°MrT x I �� I LU r _ tN x v FOYER O 2.rtCOR i0isr5��CO.C. i ? �J q �} I I Z �• wr?r+'i.c N r s....+k.i niwo.vre . rec�. � .i ----- -- -------------- W ... `a I _ .nu;P n -.NNcwr.T I 1 r p NEW ROOF 5 • -ECR.as 0I&O.C. I N F - - I 1 W U enter.naR � ' y II - � _—__--J I O wyl V z NEW CRAWL � _ 10-0' SPACE P.r.Lz.i OS Ou iaan. ' F%RT.NLL .SONOTUEES BASEMENT rw aCO 1 I 3 g - "r�mps mucR[rt . roan •°ni•�•.0 ai � NI CxiST.rNO.w+LL C•.�6'COxTiN.NJnxO 1 O f - eoiioN ror eeeaw raosT uxe,+.N�N.I o O ca n�snxe w,e� SECOND FLOOR PLAN NEWENRTVBFR E%ISTING HOUSE LANDING ADDRIONONT I/f'=1'-O' 0 w S1 SECTION THRU NEW FOYER DATE 04110I= A 2 V4.=T.47 SCALE:AS NOTED DRAWING p. A2 - 3 m� o O . zm z�r J10 o as Far Wao o f. � I EXISTING HOUSE TO REMAIN �... � . NCW•SnatT ROd SwxGLtg • ' IT Lu 1—IR OR 1 rp[n_nx4xfw Tpu e� R,.—,ox Z "IT""W " ® ®® ® ®® ®® W® . -� F xew wnrz cepNt s,.xc�t5 ® ® ® ® _ ® ® v H . " �s•roa marneme^cwae � i Lu O. o � > W Wo 3 � W WS gc•y t¢gvl pl.L' xew axpfa5tni nu203 iU `Uttf+nWG b y NEW ENRTV HFRONT ��^'S•^r°'��'^ w�upuw5 wl i•<a5�up•sxtRRa9 O � Z EXISTING HOUSE I LANDING ADD _ - •e.C�iti� I IfaWieeevanAV Ox�ry J O. - x yea xtw NEW ENRTy ADDITION p Y F r i.oeca e•i.iosarer �� ► .t �.O > LEFT SIDE ELEVATION FRONT ELEVATION n — r DATE:04/10/2ID7 , SCALE:AS NOTED DRAWING.. A3 - 3 `. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Z 9 UO Application# Health Division, Date Issued.W v Conservation Division . Application Fee Tax Collector a , :` } Permit Fee i Treasurer Planning Dept. ` Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 06k. Village (' 0'TV 1 Owner �<221 Lam.( bJ -0W ell Address 5 c;,1 Telephones 301 — 9&3 17 Z h P,6 r 010c, K4 2, Permit Request jc,60 u Square feet: 1 st floor:existing 9N proposed q7b 2nd floor:existing 51 proposed r- Total new �21� Zoning District Flood Plain Groundwater Overlay Project Valuation IM OW 00 Construction Type mU oil i> Lot Size /. 07_ 4tg4 s Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family(#units) Age of Existing Structure 26 V,r Historic House: ❑Yes )kNo On Old King's Highway: ❑Yes INo Basement Type: U Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 1 9 0 Number of Baths: Full:existing a new d Half:existing new Number of Bedrooms: existing 3 new } N Total Room Count(not including baths):existing new_� First Floor Room Count �i Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other ;< Central Air: AYes ❑No Fireplaces: Existing — New Existing wood/coal--stove: ❑,es F"9(No Detached garage:❑existing ❑new size---' Pool❑existing ❑new size Barn:❑exist ng ❑n ze` Attached garage:❑existing ❑new size��Shed:❑existing ❑new size Other: cry Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 1 (No If yes, site plan review# Current Use �ee.4rA Pr Proposed Use BUILDER INFORMATION Name titek, Telephone Number �2e— VOf Address 13 L ,sue(/ License# /7 l7', toll— a 3,5:: Home Improvement Contractor# Worker's Compensation# 7 ALL CONSTRUCTION DEBRIS RESr FROM THIS PROJECT WILL BE TAKEN TO Case SIGNATURE dxA6�d� DATE l� Z A FOR OFFICIAL USE ONLY r_ APPLICATION# ' s. DATE ISSUED ' MAP/PARCEL NO. ADDRESS - VILLAGE i OWNER -DATE OF INSPECTION: FOUNDATION �t� FRAME INSULATION ' . FIREPLACE y - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - Town of Barnstable Regulatory 5eryices xAItNSSTABLE, `. ,,ASS, . Thomas F.Geiler,Director ArEo 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 PLAN REVIEW '` °o�00 Owner: �' � Map/Parcel: Project Address yro'�a r. C�?-. Builder: hl'�;Wo.//u 6-5 The following items were noted on reviewing: (� 4�v r ti b D cAJ o Af / Y s'l d F W u:s .r VO r &Y�Z/�C Iz Reviewed by: /2 Date:— Q:Forms:Plnrvw The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/Plumbers Applicant Information - Please Print Legibly Name(Business/Organization/Individual): L C Address: 17S . J _ City/State/Zip: )I M 14 D? jo z S' Phone#:_ 0)9,- 47,0, ,f11 rf Are you an employer?Check the appropriate box: 1. I am a employer with /I. _, 4= ❑ I am a general contractor and I Type of project(required):. employees(full and/or part-time).' have Hired the sub-contractors 6, ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet.# 7• 4 Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers'comp.insurance. 9, [4 Building addition [No workers'comp,insurance 5. ❑ We are a corporation and its required.] -officers have exercised their ME Electrical repairs or additions ,3..❑ I am a homeowner doing all work right-of exemption per MGL I 1 repairs or additions myself. [No workers'comp. C. 152,§1(4),and we have no 12-El Roof repairs insurance required.]t employees. [No workers' comp..insurance ieguired.1 13-❑Other 'Any applicant that checks box#1 must also.fill out-the section below showing their worker-.'compensation polic�!.infomtation, t.'Homeowners who submit this.affidavit:indicating'they'are doing alt work andthen hire outside contractors must submit a new affidavit indicating.such.' :Contractors that check this box must aitached as additional slieetsfiowir g the name of the sub eontractom and ifie'r workers'comp:policy information. I am an employer that Is providing compensation insurance for my employees.:Below is the olic • y and job site Insurance.Company Name: `` 0, Policy#or Setf=ins. Lic.#: pl�lt lM LPLs '� Expiration Date: Job Site Address: < - Q City/State/Zip:_ 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 tine up to S 1,500.0.0 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 Investi-ations of the DIA for insurance coverage verification. l do hereby %r fy'under e p s id penalties of perjury that the information provided above is trite and correct. 10,Si�rnat e: Date: —� Phone M L Q, 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#: 02/08/2008 FRI 14: 46 FAX 508 420 5406 Leonard Insurance Agency Q002/002 ACORD,, CERTIFICATE OF LIABILITY INSURANCE 02/08/2o 9 PRODUCER (508)428-6921 FAX (508)420-5406 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leonard Insurance Agency Inc ONLY AND..CONFERS NO RIGHTS UPON THE CERTIFICATE 7 Wianno Avenue HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 494 Ostervil le, MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Lagadinos Building & Design, Inc. INSURERA: National Grange Mutual Ins Co. 14788 13 Thankful Lane INSURERB: AIG XSB009 Cotuit, MA 02635 INSURERC: I INSURER D: - INSURERS: COVERAGES 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 iPOLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D'i TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPRATION LIMITS GENERAL LIABILITY MSB87460 01/01/2008 01/01/2009 EACHOCCURRENCE $ 1,000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENT DO S00,000 1-71 PREMISES(FA nn�,rgnr4 CLAIMS MADE OCCUR MED OW(Any one person) $ 10,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2.000 r 000 I j GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 I! POLICY JET LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ 1 PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-FA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC6993341 01/02/2008 01/02/2009 wCSTA -. OTH- EMPLOYERS'LIABWTY EIR B ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE S If yes,describe under SPEGAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT l SPECIAL PROVISIONS CERTIFICATE HOJ-D-ER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main St. OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE �i— INancy Henderson LEONHI ACORD 25(2001108) FAX: (508)428-7709 ©ACORD CORPORATION 1988 From:Nick Lagadinos To:Denise Bonoli Date:2/22/2008 Time:10:03:06 AM Page 2 of 6 T .4 IVC Gziitle to 11"vad Cotrtittwelion in High Wilid li-cas; 110 n j)h 117nd kipte Massachusetts Checklist. for Compliance !78(1('Al>t�,sol,�.l,li'� © Cherk 1.1 SCOPE ('rnnplian�:e WindSpood (3•soc.gust)................................................................. .... ..........................................110 rnph _ WindExposure Category........................................................._....._.. ..._._..._._._._........_....._._..,_,_,...,_,.,_._,.,_,:,_,,B 1.2"APPLICABILITY Number of Stories(a root which exceeds 8 in 12 slope shall be considered a story)•• -•�-__stories _<2 stories Roof Pitch ................................................... (Fig2 r, :12.• < 12:12 Moanf�aoflioight ..................................................7".,.,,,..(Fig 2)..............,.._..._,_,...,.._......'.1.- ft 533, g ..._..._...(Fig 3)-•-.............._....._._......._......19=0 ft 5 8[}, Buildin Widlft,W . Building Length,L .........:.............. .,_. ,_._. < ,.(Fig 3)....................................... ft H[}' Building Aspect Ratio(LNV) ....... ...................,:.,,.,,.(Fig 4).........,.,-,................,.......,.. r�.. <_3:1 Nominal Height of Tallesl O enin z ............,,,,,,...... ..................... t r 9 P g ,..,,,.,,..(Fig 4),..,...,,,.,.,.,., �._-� <6,81, 1.3 FRAMING CONNECTIONS General compliance with framing connections,,,,........,,,.,...(Tablo 2)........., 2.1 FOUNDATION Foundation Walls meeting requirements of 781)CMn 5404.1 Concrete.............................................,... .............•....... ............ ConcreteMasonry ,,....,„_._............................_,.......................... ,,.,:.,.,............,.,...........,_,.......................... 2.2 ANCHORAGE TO FOUNDATION'' 516"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an altornativo in concroto only Bolt Spacing—general ........ .................................(Table 4)_,q..,_„f., f ,_iGt?,.NQ,'f ....... Bolt Spring from ond.joint of plate .. .. .........._.....:_.(Fig 5).._(r'(�_._.S.fI'41._GQ_--NOTt in.S 6"-12" Bolt Fmbedm ant—concroto...................._....._..._._......_.(Fiy5).... ...... in.z7" Bolt Embedment—reason (Fig 5 ......PlAt...... in.>_15" Plate W asher....:.............._,_,.._,_,.,,...,., .,,...(Fig 5),'�A. ,'�T� efr,�4f_A�4. _,_,>I"x ,x 'Al, 3.1 FLOORS Floor framing member spans chocked ...............................(per 7130 CMR ChapterY44 BY AtcHltNk Maximum Floor Opening Dimension... .... ..,,.,...(i ft 5 12' Full Height Wail Studs at Floor Openings less than 2 from Exterior Wall(Fig 6).................. � ., ......... _ Maximum FfooTJoisl Selbocks Supporting-Loadbearing Walls or Shnarwall...__---------(Fig 7y------------------------------------------f��A.... ft <d Maximum Gantilevered Flour Joists Supporting Loadbearing Walls or —it$),. _:...:_,.,. t�.i1A,_it <—d Floor Bracing at Endwalls " !„ _ QF:..�...., t�J:bT..$,[,llS�St.!&>� !EINA.'�6t:lti.iGf'tNoiV Floor Sheathing Type .... ...._..,_,_._................_.........(per 7W CMft Chapter 55).- seczd Ftogr Sheathing Thickness ................. ..............._.(per 7110 CMR Chapter Flooi Sheathing Fastening........................ ..................(Tablo 2)..-.d nails at A--in edge 112..in field 4.1 WALLS Wall Height � N Loadbearing walls.................................................._...(Fig 10 and Table 5)_._._..._._......�..7�t It 510, _Non-Loadbearing walls................................................(Fig 1D and Table 5)„-,_,_...........S._._(j�ft 520' Wall Stud 5 acin-p q ..._.........................................._ -(Fig 10 and Table 5)........ W in.!�24"o_c. Wall Story Offsets .......-•-•-•------..-•-•-•. ....,,._.._..._._._..,..(Figs 7$8)......................................... 1'a It 5 d 4.2 EXTERIOR WALL-Sf Wood Studs '` Loadbearing walls.........:.................... _&(Table 5):.,.,,.,,,_ 2x ft in. Non-Loadbearing walls._.,......,,,,.,,..... (Table 5)..............................2x_�_. It is—in. GAblc End Wall Brgcgtg Full Height ltnd"Il Studs............................................(Fig 1p) _._.....,,,,.........,,,.,_,..•s,,-, WSP Atllc door Length,,._._:_._..._..._._., ..._ .._._ {Fig 11} ..:..................................:�Q-® It i;W13. Gypsum Ceiling-Length(if WSP not used)........... (Fig 1.1)_..._._....,,...,_............._,_._....._..__•ft>0.9W and 2 x:4 Continuous Lateral Brace (it.6 ft.-o,c._. (Fig 11)................................................I...._....._.. or 1 x 3-coiling furring strips @ 1-6"spacing-rnin_with 2 x 4 blocking @ 4 ft_spacing in and joist or truss bays Double Typ Plate Splice Wngth ..............._(Fig 13.and Table 6)............................ :�..� ft Splice Connection(na.of 16d cornmon nails)................(Tablo 6)...................... ..._. From:Nick Lagadinos To:Denise Bonoli Date:2125121.11J8 lime:1:lti:1u PM rage 1 of i ,K A.WC`( idle it),Wood f omorric:tiorr in If igil Whid Areas: 110 inph Wild zolle MaMachulsetts C-heekiist for C'ohnpliance(78o CKIR S3o1.2,1.t)' Loodbea ring Wall Connections Lateral(no, of 16d common Halls),.,...,...,.,.,.,_..._. (Tabias 7)........, .. ... . ..... ,.. Non-Loadbearing Well Connections Lateral (no. of 16d common nails)............ „..._..............(Table 8)_._._.................. __ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) deader Spans .,...._......_._._......,.,.,.,..(Table 9}_..._,...,.,....__ :.: .ft0 in.511. Sill Plate Spans ................_._._.._ ........ ....(Tablo 9}...,:.,,,. y� ft0 in.5 I V Full Height Studs (no of studs)...................................(Table 9)..... ....,...,,:.. . . .. .& _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance 12 Table 9) Header Span e able 9 ........ ... Sili Plate Spans...........................................................(Table 8) „ ..0.ft_�in.S 1 " Full Height Studs(no of studs)....................................(Table 9) ..-,......_.-:.. ,.,... _ Exterior Walt Sheathing to Resist Uplift and Shear Simultaneously' i Minimum Building D.irrlension,VV Nominal Height of Tallest Opening? .......... ... . ,. ........... �!' ,S wra„ Sheai Type. (hat94). .... �,[JL Edge Nail Spacing.........................................(Table 10 or note 4 if less) Field Nail Spacing.._..........................................(Table 10).......,. in. Shear Conneetlon(no of 16d common nails)(Tabte.10)......... .._.., „........ ...... __ 14 ' aPercent FulhHeigM Sheathing_.:....... .._...,.,(Table 10)_._._._.............. .......... I 9'0 5%Q Additional Sheathing for Wall with Opening>,$'a"(Design Concepts)....., ....,. Maximum Building Dimension.L Nominal Helgnt of Tallest Upening�.. .AT 5 ee., Sheathing Type ......... Wn_,: Edge Nail Spacing..................................... .(Table 11 or noto 4 if less)..............�._ n. Field Nail Spacing...........................................(Table 11}. .... . 10 in. Shear Connection(no,of 18d 4 common naila)(Table 11)........ .._......_..,_ Percent Full-Height Sheathing...................,...(Table 11)....,.,. ........................ ....:... . . `?is 4%Additional Sheathing for Wall with Opening> 618"(Design Goncepls)............... Wall:Cladding Rated for W Ind Speed?...........................:,,.,....:...,...,.... W,Nl:! .. 'GeRa� 4� �#t.11 ldtat3s 5.1 ROOFS Rool framing member spans checked? ,, ,,,,,,(For Rafters use AWC Span Tool,see BB PIS Website) Roof Overhang ..:. ....I.... .............(Figure 19).............._j_ ft_<smaller of 2'or Ll3 Truss or Ratter Connections at Loadbearing Walls Proprietary Connectors Uplift ........... ,'. ,.,.,.._. .....(Table 12). . ........... ....._ ......U=._.at!pit Latest _ .. -- (Tablel2} ............................. IIPIf Shear ..(Table 12).. .....:....5-..TJ p!f Ridge Strap Connections,itcollar ties not uaad per page 21..-(Table 13) ,,,_ .........T 3A pit _ Gable Rake Outlooker .... ........ .....I..,......... (Figure 20)........ smaller of Tor l/2 Truss or Ratter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....:,.. ....... .......,_ .__, .(Table 14).......,............ � A U lb. .. 0.._.... = .Lateral(no-of I6d common naile),.,(Table l4),...,,,,....:.....:.....I.4...........L Ib, — Roof Sheathing Type .... .... (per 78D CMR Chapters 56 and 58) ,49K WD Roof Sheathing ThlCkness........................................ in.k 7/18"WSIP Roof Sheathing Fastening... ....................................(Table 2)........1.!...... Notes: 1. This checklist shall be met in its entirely excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If this checklist is matin its entirety.lhen the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b: 20 Gage Straps per Figuro 11 c. .Uplift Straps per Figure 14 d, All Straps per Figure 17 i e. Corner Stud Hold Downs per Figure 1 Sa and Figure 18b j 2. Exception,Opening heights of up to S ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown In Tables 10 and 11. I 3, The bottom sill plate in exterior walls shall be a minimum 2 in, nominal thickness pressure treated d2•grade. I i f i i Board of Building Regulations and Standards Construction Supervisor License License: CS 12653 Expiration, 7/1g%2009 Tr# 15610 ' Resfrtc��on i70 , NICHOLAS A 13 THANKFUL LAIYE<:,: COTUIT,MA 02635 ^� Commissioner CJ' e ' � ✓ate'Vom��2oi2tuea�C a��//u�crc�tu.GP,�,6 .. • Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registratioria:'104804 Board of Building Regulations and Standards Expiran , T512008 One Ashburton Place Rm 1301 I`' `ypet:=Piste Corporation Boston,Ma.02108 LAGADINOS BUIL INC Nicholas Lagadinosir 13 Thankful Lane Cotuit,MA 02635 Deputy Administrator Not vali4iuuuigna re Town'of Barnstable ' . Regulatory Services SrAS9 M$ Thomas F.Geiler,Director i639 �e 9ft 14 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize_ All C k— to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature.of Owner Pat/ Print Name QTORM&OWNERPERMISSION rLagadinos Building and Design (15087906230) 19;25 02/28108GMT-05 Pg 02-02 f ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR .ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 C,MR*61.0 ) Applicant Name: Nick Lagadinos for Steve aralower Site Address: tA8L_E -- 4�Oak St. print — �— ilP Town: Cotuit,MA(►7IOUTF � : (t S Applicant Phone: 5g$-g 9-4097 _ Applicant Signa`lure: Date of Application;__25=o8--;� I y i� NEW CONSTRUCTION: (choose_ONE of the following two options) _ 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS - MAXIMUM MINIMUM ' Ceiling or Slab El Option I- Fenestration exposed Wall 1 Floor Basement perimeter U-factor Floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Va)ue and Depth National Appliance Energy . �j R-38 R-19 R-19 R_10 R-10, ConservmionAa(NAECA)of 411. 1987 as amended,minimums or gr"er a plizable Note:This form is not required if you choose either of the two versions of REScheek as listed below. Option - REScheck Version 4.1.2 of later.variant software analysis must be completed n2 P '780 CMR 6107.3.2 REScheck-Web which can be accessed at htt-p://«sww.energ y} d�v/rescheck „ ADDITIONS OR ALTERATIONS TO EXISTING 13UILDINGS OVER S YEARS OLD* "Buildings under 5 years old must use option 41 or 42 in New Construction section above, Complete the following formula to determine the%of glazing: (a) Gross Wall & Ceiling Area equals Formula:{ 100 x h/a) 884 SF 100 X 197 /88-44 =0.222 % of glazing (b) Glazing area.equals 197 . SF b Q If glazing is:< 40%.use the chart below, If glazing is> 40 %proceed to°SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM IK71 Ceiling and Wall Slab Perimeter Idl Fenestration Floor Basement.Wall R_Value U-factor Exposed floors R-Value R-value R-Value . R-Value and Depth .39 R-37 a R-13 R- 1R-10 R- 10, 4 feet R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area i.e,not compressed over exterior walls and including any access o enin s . SUNROOM -An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40%of the combined gross wall and ceiling area of the addition: Note: Owner to fill out Consumer Information Forst (found in Appendix 120.P � . Town of Barnstable Regulatory Services Thomas F.Geller,Director Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnsta ble.ma.us Office: 508-862-403 8 Fax. 508-790-6230 PLAN REVIEW < Owner: Map/Parcel: Project Address�ro'¢`� s��, ��"• /;U a . J Builder: 5 The following items were noted on reviewing: o C J oAf `/ /d F `u a J -r iuo r �L Xr /mac jo*ps- ,fJ,[l �"la�c/ /.: � •1`�,t�p-FIIJ EV�� o z Reviewed by: /2 Date: Q:Forms:Plnrvw f- t,.r ;:z `oF.NE 1 � Town of-B..arnstable 0 Regulatory Services BARNSTABLE.e• 9 MASS. 0 - -. -... . . .. 1650. g Buildin Division pTFO!AP'A. 200 Main Street, Hyannis, MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice Type'of.Inspection ` /" - Location Yam` ® G ?• Permit Number Owner Builder CJ6S One notice'to remain on job site, one notice on file in Building Department. The following items need correcting: IS K612 JO-'::, LL, 11,J c o ie"T:;� -F;Cn-PV..1 Aa-& Aj o r A-C�� 6A&Ir. eon s GC l J-2� yt. �ff-6 tJ 0-ts' Ot t.u.6"r. l3 !LGc—slil t/ J Gcs� !J CG LO ! f Id t S rIJEC-�j (J ,v-rl e,* o-Aj 1/U ?z) �5t4 — l�-D c-r-s ? u o 4 tCY-AJ 11 r / J - Please call: 508-862-408 for re-inspection. Inspected by L . . Date P TOWN OF BARNS�T�Ay,By�LrE�BUILDING PERMIT APPLICATION Map SParcel Permit# COc> 'T Health Division / �� Date Issued �e Conservation Division S o !��®�? fee 7• 9 r1 Tax Collector 7-1 �� 'UST BE ICe, LILE® IFiI COMPLIANCE Treasurer i WITH TITLE 6 tarnttrrg$ept. - J y y' '" ; ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board = TOWUREGULAT ' 141V Project Street Address % 7 Village TlA�I� Owner .K/m �, ��(a I"56A) Address S6/n 5 � Telephone 0i774 Permit /Request }'] j-�W �/ e�g a�l� f�/QA) 410 r .�/dy JAI GT o?�Xc�3O � cC Square feet: 1st floor: exi ti proposed 8� nd floor: existing b proposed Total new ao Estimated Project Cost. d -Zoning District O Flood Plain Groundwater Overlay l 9 Y Construction Type hi 4 Lot Size Grandfathered: ❑Yes W110 If yes, attach supporting documentation. 4 Dwelling Type: Single Family COY Two Family O Multi-Family(#units) Age of Existing Structure` Historic House: ❑Yes G�� On'Old King's Highway: ❑Yes O-Nr Basement Type: i� ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Nufnber of Bedrooms: existing new Total Room Count(not including baths) existing new First Floor Room Count Heat Type and Fuel: ❑Gas 06111 ❑ Electric ' ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: Cl 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 q110, If yes,'site plan review# Current Use Proposed Use BUILDER INFORMATION Name � / Lk2 cT�Y7�►O bff j 1 Telephone Number �f s1� Address A(n LES /VeA)771ed A) D. License# 0,52XR 7 0-6 724 L Tf�-/1� J, o35 Home Improvement Contractor# lD6 9 Worker's Compensation# LJQ C40!?q6, 0 16 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE1�Q �� :1�' � DATE _ (o r• FOR OFFICIAL-USE ONLY c_ i FERMI-NO. ' _ DATE ISSUED MAP/PARCEL NO. ADDRESS p' VILLAGE OWNER I ; DATE OF INSPECTION:1,r FOUNDATION FRAME r�N' ` �'•� t r INSULATION . . - FIREPLACE e� ELECTRICAL: ROUGH - r~y FINAL PLUMBING: ROUGH i `FINAL GAS: ROUGHS A.. fw FINAL f a FINAL BUILDING -t t ' 1 DATE CLOSED OUT ASSOCIATION PLAN NO. t , `ppyiHyElp� The Town of Barnstable - - BA MAS&LE. Department of Health Safety and Environmental,Services Y HASS T 0 1639. �0 plEbMA",a. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection �`Y1 Location s (�Ak' SCi� Permit Number ` -:i Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: S2 c c Yir 91AJ-0.s w elr1c C C, eta t�s r k . ' °M ..-+^...wry•' Y 1 V" A 1'! 17 c, o- -E" -` J 1 i I Please call: 508-862-4038 for re-inspection. z Inspected by Date A 2 10 r i I 66/02/00 08:49 FAX LAB AND RENAL SERVICES Q 002 Sp a, b� OT$ P DR , �b ca I zOT " N6g'0 9 2'E - 2g'S r , IJ616 50.00 s F K Tnis MORTGAGE INSPECTION Plan is For FLOOD ZONE'' E P ' ZOIVE- :RF" F�znlc we only TOWN: _G'0 -' _ _ _ REGISTRY OW E� LL-_-E �'A1 �TRICfj—DE1i�5 Karl--1,�_ DEED REF: 76",sL�'1L? -BUYER: � SCALF:1 6�� DATE: �6Z99 PLAN REF: 32�30 — — — I HEREBY CERTIFY TO `c3�'�_��1�_��Lv1i-�s_Z8�1 ---- 'G.. 4 YANKEE SURVEY _______________ ___ THAT THE. BUILDING CONSUL'T'AN'['ti ,�: SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS '� �� . y1. SHOWN AND THAT ITS FgsiTloN DOES ___._ CONFORM 40B {SUITL': I} TO .THE ZONING LAW SETBACK REQUIREMENTS OF TI-IL � .y .�° a INDUS'CiiY ROAI) TOWN or AlPvST4B1�F_---------„---AND THAT .� �, 5� i �.: MARSTONS MILLS, MA IT DOES_ .'VOT__ LIE WITHIN THE SPECIAL FLOOD HAZARD >.,,�< ; TEL- ,428-•0056 ARIA AS SHOWN ON THE H,U.D, MAP DATED_1 �_— FAX, 420-35753 Cn �k4 P �l & ?50001 0021 D 5iF,6: IF TFm PLAN NOT MADE FROM AN INSTRUMENT �'r !C. .,FAY, i,� -- FORVU. NOT TO AF U`?E') FOR FfN"F FTC i II . I i I bo3T EYiST v L, i Alt H ' IF /'l L �� a'ta�i•� I I I LrL �T — __— RIGHT EI_eVA7�11 --- � n� fy�-vATmni ... LE.F.-T.... L: ��,�Tioa )LIZA Guyron�eas 62VESTO,I/- 15 A MIyDIf RAIL ON 5C466N} 2i-QUIKLD� Kxc:l u_ MNIOrm n: a+•wnn /I/ WHAT ARE YxV Poy�s- kA11.ING5 + f)tis 7D O� - Al oR MAIlOiANy? S;TR�AU�'�()A v)K 1 OAr, _/1Ju1LI+.)Ca 5 !}IE16NI O E'x7ERIbR RAICIN M vs -+ A7ERIA Lj B£INL U;ED aT oc ll"D6ANr 7 oa re6�y GAIN L 6 FOR Pof-CO- LAVE (APTti¢f EXPOSED onnwwo nuncu ��C'A_PL421.:..flO.Mt...ff1B._f4.? • x r n^dEGI (o LY' 10 bTt► PT.To 6lEAOY j ! r -39c SrxkcwulxYPoST'/ 1 ,XIWNiTE j (�—_—___._i• -- _ I — /�YIVN Alw&oil-Pow. � iVAMED q L I I EA1GLo,5£ NrlaR (SGR ♦NS) O a STucto FInJ15N J a NtW a uc yc wcgwic�7—QQ2c.H ', { W., S Q I i .a jZ�llwr(. 2k4A i.„ LA•I�N—c`L/t/r wVLL. )CAGE NAIL 3 I GLAT- r Lr,. k c''It ! I A01/0nr716IJ TAAMe PLA J LCALE j 3 IxY MAIIMA01 DECX.) - , PoyTj HT. I C R h y LfAV4 SM IN4 LEf WArYIwD• I i d%/o P7. LE ObcR M _S kXu T+ I Dr.Vj IL DOT 11V LI WA,t j O .NkW NtADErts "� N� r OVt0.SwyN i AS NEQ. 4.It0 LAAV. 'r- ��is�•xIc-. 1_,.J ur=,ur.ln y lam/ w / j Ay PN tT AL7 ROOF I-T)Frd Si- � j ►+` '� 15It�--s .. ----- ,I k OVkR r/�t"GOx f+Gy lye p ^ N4J t.T NE I ,�'j IQIDb'�•►AIVM GVntr(` N 714-V i07TI>U6ti7 IaN h /PUVT t �t3 Ir I•" O RAKE if /L60G f 1 II I 12� ax/o AAPrtxy a♦i oC I dkG GJ /N DIM-6 RAWAk G w L y y 23o ct&. j3 c�uy �!N OM. S'TcaAq$ 6tkN t 1 6 FA3ejA 30=F/•f F,f'/ELh+-Mw7C/I OAL TRkAOs ri j j I TIC/E76 /J�ZNc TYPE 4 ♦-:�r p y �� Nt.Ob. UI Ahw AAL Ttocr, itAit IY•� ILT HEN T. rT a'i" I o.,xv 7Djf�P Pu E •r W a�'� I f DTE_. .T —_ .• --- -_--- �, V�V /rOS74 OOIc Itdo Iu D,r'.Ni.4C0M aI'COAA/AIOtf VXf NDR. NeW 6LI77E.0 STRIP OJE" tkDA)7 I pxIJ�N( ell q g 1• u1C SN/NC.LE♦r 5`7IfJ Att ^;C 21 4 y ! -571LP5 PT. TO 61MOE J INY MA NOLA"'f DtCLwc. Poe axv "04L y 1 ICST TI-oos NAM• S(AOL -! 0„ /N Axe �A W PT,CtOx -5o 1 0 P/ , ♦ T /N AaKcrl '%• Y AX-016 Dow• •/ "P�. __-_-- wlN tneluo� vooz r.1 ___�� Yx6 �T, POf rt ' �' A4M6tIC _ it rOi /Y:jOAU1 vx l p/ L AAID•lUtzic T//V/S N -t------ --- GT PLY 04kLOEO y , IX4 /XS Csv$ A10 -7R/M IWIA;OOWI ^L DOOOZ /LAID/N6 AROUND Vx4 POST df•'fu6N i- �--- — ---- T ,CAM/w/FQ_ tcnaN (Atk =i-OiD • —��);(.A,, AGE d Ur rL ! i ;. � I The Town of Barnstable • � BARNSTABM • 9 MASS' Department of Health Safety and Environmental Services �p 059. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner 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. q-WPA-XA)&uy Type of Work: Q66dek1 /J Estimated Cost Address of Work:—. Owner's Name:—A41A 1119.ej66A) Date of Application: - A, I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑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 PERJURY I hereby apply for a permit as the agent of the owner: cr, 111 0 0 Date Contractor Name �p/L GrAPiLLi /1dmE4Off gistration No. OR Date Owner's Name q:forms:Affidav --- --- The Commonwealth of Massachusetts tllv Department of Industrial Accidents = __ Office ollnYestffZZfVns 600 Washington Street Boston Mass. 02111 Workers' Compensation Insurance Affidavit name: location: city one# Cl I am a homeowner performing all work myself: ❑ I am a sole proprietor and have no one working in any capacity ;Q I am an emplover providing workers' compensation for my employees working on this job. '\ i company name: /��! fb7YtE =N.tP ✓��u� 1t address: lllC1sJ7231�1A1 "�. _4. _... city: 7111 1'i DeZG 3S phone#. LSOd') Ys!S 9Sa ---� insurance Co. policy# 11. �✓1�/� .�' ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the follo«Ong workers' compensation polices: comu3nv name: :._.... address: city: phone#: .... ..... . insurnnce co. o tcv .. // comnanv name: r.. address: ciri- ... phone insurance co. Rag# Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to S1.500.00 and/or one vearn'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage vetiilcation. I do hereby certify'under the pains anddppennalties perjury that the information provided above is true and correct Signaturee—.� -�".,z y' — Date - Q Print name r/e Eb F&je!L UP. RA S C H �ZZf Phone# �rJ g' /S 1 j- Ccontact e only do not write in this area to be completed by city or town ofilclal n: petmitilicense# ❑Building Department ❑Licensing Board f immediate response is required ❑Selectmen's OMce ❑Health Department rson: phone#; ❑Other (mvuea 9i9S PJA) MASCheek COMPLIANCE REPORT I I 1 Massachusetts Energy Code I Permit s • MAScheck Software Vere tort 2,01 4 I i ( Checked by/Date i I , C[TY: Barnstable STATE: Massachusetts HDO: 6L17 CONSTRUCTION TYPE: I or 2 Family. Detached " HEATING SYSTEM TYPE: Other (Non-ELectr Lc Ras Lstanral DATE: 6-7-2000 DATE OF PLANS: 6/1/2000 j TITLE: Dawson 420033 PFOdECT INFORNATION: . Dining Room addition, Screen Porch COMPANY INFORMATION: _ Capizzi Home Improvement L645 Newtown Rd. COLuit, MA 02635 COPLIANCE: PASSES Required UA= 48 - Your Home= 47 - Area or Cavity Cont. Glazing/Door - Perimotec P.-Va Lue R.-Value G-Va Lue UA ________________________________________ ___--_____--___-_______-.___- CEILINGS 120 30.0 0.0 4 " WALLS: Wood Frame, 16" O,C. 258 11.0 0.0 23 - GLAZING: Windows or Doors 23 0,300 7 _ GLAZVrl WLadows or Doore 32 0.290 9 FLOORS: Over Unconditioned Space 120 30.0 0.0 - 4 _______________________________________________________________________________ COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans. specifications. and other calculations I submitted with the permit application. The - P DP proposed building has been designed to meet the requirements of the Massachusetts Energy Code. r The heating load for this building. and the cooling load if appropriate, - has been determined usinu the applicable Standard Design Conditions found - in the Code. The HVAC equipment selected to heat or cool the building shall be no greater then 12 of the design ad as specified in / - • SectLone 780CMR 1. Eu ilder/Designer Date I t' f { t J ;gQ? id �MAScheck I1srECIIC44 CHECKLIST - MaeBachaset,ts Energy Code MAScheck Software Version 2.01 _ Dawson 420033 DATE: 6-7-2000 B1dg.1 Dcpt 1 flee I I � [ CEILINGS: ( Comm9nta/Locat,Lon- � . I ( WALLS: [ 1 I 1. Wood Frame, 16" I Cnmmsnts/Lacattan I I WINDOWS AND GLASS.DDORS: ( 1 I I. U-value: 0.3 1 For wLndows without Labeled 11-va1a93, descrtbe faatur9e'. I a ranee_,_ Frame Type Thermal Break? [ J Yee [ ) do comments/Location [ ) 1 2. U-value: 0.20 I Far windows without Labeled UJ vablee. describe fe4tar98: I a Pones_ Frame Type Thermal Break? [ ) yea [ ] No 1 rommenta/Location 1 - ( FLOORS: [ ] I I. Over Unconditioned Space. 11-30 I 03mm9nte/LaratLott ( AIR LEAKAGE: . - [ 1 I Joints, penetrations, and all other such openings in the building _ I 9nve Lap9 that, are sources of air Leakage m,lst be sealed. When I installed In the building envelope. tecessed lighting fixtures I shall meet one of the following requirements: I I. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and retliag cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2, Type Lr rated, in accordance with Standard AM E 241. with no 1 more than 2.0 cfm (0.944 L.'s) air movement from the the 1 conditioned space to the c9LLLng cavity. The Lighting fixture I shall have been tested nt 75 PA or 1.57 Ibs/ft2 pressure ( difference and shall be Labeled. I ( VAPGP.PEPAPDER: [ 1 I Required on the warm-in-winter side of all non-vented framed ( ceilings. walls, and floors. I ' { MATEP.LALS LDENI'LFIr.ATLON: [ ] I Materials and equipment must be identified so that compliance can - - ( be determined. Manufacturer manvate far all Installed heating , I and cooling equipment and service water heating equipment must be I provided. tnsuLatLan R-valuas and glazing U-valuas must be clearly I marked on the building plans or specifications. l 1 DUCT INSULATION: ( J ( Ducts shell be Insulated per Table J4.4.7.1. - I ( DUCT CONSTRUCTION: [ ] I All accessible Joints. seams, and connections of supply and return I ductwork Located outside conditioned spare. including stud hays or I joist covitles/spaces used to transport air. shall be sealed I using mastic and fibrous backing rape LnstaLled according to the 1 manufacturer's installation instructions. Mesh tape may be ( omitted where gaps are Less than 1/a inch. Durt tape (8 net I permitted. The HVAC system must provide a means for balancing ( a.Lr and water systems, 1 ( TEMPERATURE CONTROLS: [ 1 1 Thermostats are required for each separate HVAC system. A manual I Or automatic means to partially restrict or shut off the heating 1 and:or cooling input to each zone or floor shall be provided. l I HVAC EQUIPMENT SIZING: [ 1 1 Fated output rapacity of the heating/rool[ng system to , I not greater than 125%of the design load as specified I In Sec-tiana 740("..1310 and.14,4, [ 1 ( SWIMM[Nfi POOLS: I All heated swimming pools must have an on/oft heater switch and ( require a rover unless over 2U%of the heating energy is from I non-depletable sources_. roof pumps require a time clock. I ( ) I HVAC PIPING IHSULATIOH: ( HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.): I rim SIZES (in.) ( HEATLN3 SYSTEM: TEMP (FI 2" PUbiXIl'S 0-L" Low promsure/temp. 201 250 1.0 1.5 1.5 2.0 ( Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 -1.0 1.5 2.0 1 (DILLN;SYSTEM: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 L,0 1.a I'S 1,5 I ( J ( CIRCULATING HOP WATER SYSTEMS: 1 Insulate circulating hot water pipes to the following levels (in.): 1 1 rite SIZES (in.) I NX4-CLPAILATIN3 I CLP(YR:ATLNI MAINS S.P1N]UTS I HEATED WATER TEMP (PI: RUNOUTS 0 1" 1 0 1.25" 1.5 2.0" 2.0+" - ( 170-160 0.5 1 1.0 1.5 2.0 1 140 160 0.5 1 0.5 1.0 1.5 I 100-130 0,5 ----IDS TO FIELD (Building Department Use Only)------------------------- - --� ' J HOME T !f s �^ sc Gf P� / utta 1 t MPROVEMENT CONTRACTOR ��r i „a i` Regrstratton f ' rYPe IOOI.Qp j BOARD OF BUILDING-REGU4ATIONS, PRIVAT License C0NSTRUCTION SUPERVISOR E CORPO ' Expiration RATION i� 1, 0023/00 1 z" Number CS 057032 ! CAP I, i IZ7I HOME`IMPROVEMENT r at r " _ ExpirQs 09/26/2Q01 Tr.no U42 G� rat y. `e'"�oCa INC ADMINISTRATOR 1045r'1�eWt P1XZ1, �r Z;,� � i''" " .... Rasrictai.To: OQ d ii }.I u t MA f Co t i 02b35 t THOM$ W gARNSTABLE; MA 02668 Admirnstrator . r a a ✓/ue. Go7�v�noiziueal .o '.•�Z�aveac�iu�eCliI i APO �� `�s';�" r 'lf.i DEPARTMENT OE PUBLIC SAFETY. �•,„ DEPARTMENT OF PUBLIC'SAFETY' `i I , CONSTRUCTION SUPERVISOR-LICENSE, L } CONSTRUCTION SUPERVISOR LICENSE �_ Expires: ` i '.Roetri��t�U To.r 'i Rest t rlced ,a ...... �. t Rai I :FREOERIf,� V RASCHIII - �; i a 1645`NEWTOWN RO: '75 i , r 1060 BOURNE,00 b� COTUIT NA 02635 PLYMOUTH$ MA 02360: �« e ys oak s�_ co �� Assessor's map and lot number I E Sewage Permit number ..... .................. 73ARISTIBLE. House number ............ ..................................................... MAM 1639.1* DMA TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .......S11)4�116 )��/11/41 .1........................* Z�k . . ................................................. TYPE OF CONSTRUCTION ............ ................................................................................................. Oat ..................1,9 Al .............................. ........ T 0 THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according -to the following information: Location ....... ...... ......................................................................................................................... Proposed Use .... ............. ................................................................................................... Zoning District ........................................................................Fire District ..... .................. . ............................... Name of Owner ..........................0��,.............................Add r'ess, ....... ....... "a- ........... Name of Builder ... .......Address ................................................................... Nameof Architect ..........—............................................Address I...................................................................................... Number of Rooms ........6....................................................Foundation Aee�eze.......................... Exterior .... ... ng ...... .. .... .......;y... ..........................................Roofi ................................................ Floors ......:!,�&!e ........................................Interior ......./// ................................................. .............. Heating .... ...........................Plumbing ................................................................. . ... ..........................A Fireplace ........../�k�... pproximate Cost ............ ........ Definitive Plan Approved by Planning Board ---------------—---------------19--------- Area .......................................... 7 Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 'Ile OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the abov� construction. ............ 1��Iwo ........ ..................... Name ...........J/X;�V4 T HANAN, PATRICK A=18-129-4 23763 permit for One & 1/2 Story No ................ .......... ..................... Single Family Dwelling ..... ..... ..... Location Lot D 4.5 Oak S tr t Cotuit ............................. ..................... ......................... Owner Pa rick Ha n Type of Con ruction ...Frr me .................... ........................ .................................. Plot ......... .............. Lo ................................ Janu ry 19, 19 82 Permit Gran�ed .......... ..................... Date of Inspection ............... ..........z..........19 Date Complet d ................... ..................19 i� R Assessor's nlap and lot number .j.LS...`-. oFTNEro Y Q� Sewage Permit. number .........�.�.-.....o.�C.,e.............:...: .R � -z pq-�'p �g r'11 ��7@tJ p �i' 2 STABLE, H'buse number INSTALLED "e9. � 4 5...:.......,............:...:....................... IN,'OM WITH TITLE 5 Eo Mar a� • ,` f ; TOWN OF yBARNS�TA�'= A ODE AND LATIOMS BUILDING ' INSPECTORT APPLICATION FOR PERMIT TO .....��n�/�'�.. � [/ . `� ... .. ............. . .......... ..................................... TYPEOF CONSTRUCTION .............IK .C.�`4� .............................................. .................................................. ...............................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the. following 'information: Location ........ SS...... ..................................... ................................... ProposedUse ..... ��i,%..✓...�' �... ........:..°......�s.......................................... ..................................I......................... Zoning District ........................................................................Fire District .....L.CJ.77 /.L� �ld �/f4SP,e Name of Owner ....................Address ✓Jf�.�'F ''� ........ ........ JL Name of Builder' ... J.G�!� i �.... ..+ / .......Address ..... .... ...... U!!/ ...: � '04 •Name of Architect ..................................:...............................Address ............................................:....................................... ��,� Number of Rooms ........�..............................................:.....Foundation .. .L.GL�..� � `� E='-�Ca. ............................. ........................... Exierior ....� Q��... !��G�, .............Roofing ...... /... ............................................... Floors1.. ��.... /(?f-��/ ....................................Interior ..... �� .................................... Heating ..... ��..... ..........................Plumbing ... ... ......................................................... Fireplace =W- e.�4....... ......Approximate Cost .......�4- ..................... Definitive Plan Approved by Planning Board -------------------_-----------19_______. Area ...... ..:............./..�� Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH c _ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... ..... .��.........�. ..................... tCTHANAN, PATRICK One & 1/2 Story A No �7��!.... Permit for .................................... Single Family Dwelling Lot D 45 Oak Street Location ................................................................ Cotuit ............................................................................... Hanah Owner ......w .......................................................... Frame Type of Construction .......................................... ............................................................................ Plot ............................ Lot ................................ January 19,. 82 _P-rmit Granted ................. ...-19 Date of lnspectiorty-.-4i��............I .......�1 9 Date Completed ........ ........19 % Cyr { 5�7. 1 ' tll } M w N j, , , ,`gyp`"'• P nor r L . N �� <10 OF 30 E S ti tk! 874 a E" SURV�'y F 7c>jr— 2F 1 43,5(-o (Z s.B. CERTIFIED PLOT PLAN v L � olq-Al Cc, 7� l 7 IN P Z5�- SCALE:* /' =40 DATE : LDREDGE ENGINEERING CO.IN Hv�r��s I CERTIFY THAT; THE F�'vw4.� pion/' ir CLIENT SHOWN ON THIS PLAN IS LOCATED EOISTERED REOLSTERED �zis CIVIL LAND JOB NO. ON THE GROUND AS INDICATED AND I DR.BY= -' � CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR . OF �ARrv�-TAFs�� , ASS. .CH BY= 712 MAIN ST. - OI 15-%L f �- HYANNIS, MASS. t, SHEET OF ! DATE .R.£G. LAND SURVEYOR TOWN OF BARNSTABLE Permit No. ----------_---------- I smn.:L ; Building Inspector cash OO'rO ypY r\ OCCUPANCY PERMIT Bond No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Patrick Hanar Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ..................._.............................., 1s.._._ ..............................................................................................._........_ Building Inspector J Assessor's offioe (1st floor): Assessor's map and lot number ...� ). .........f..c ... D r �..0*T HE To�►f 13oard of Health (3rd floor): p�s �— Qom^^ Odd` 7,.> +f o" Sewage Permit number S BARIISTAXLE Engineering Department (3rd floor): • oo 39 '`House number l e.............................. r�. .�7............................ RFD YPY a' lelwr APPLICATIONS PROCESSED 8:30.-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...... ... ..... 1�i./ .............................................................. TYPE OF CONSTRUCTION ........ Ll '...................... ......................................................... ...... �.:......... 19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the/following information: Location .......;7 7.......�/ '!(�....5. �....�t ..........e�T�U/.�....../fo.. ! ............................................................ Proposed Use � iJiG. ..... �!T��l1�0/ '.............. �! /. Zoning District ........... .. .......................................Fire District ........ (�fti Name of Owner .. af'rC..... r`tq✓✓..../1/.........................Address .....' .. ................. Nameof Builder ................................Address ....................�..........................`•............... r Nameof Architect .............:....................................................Address ..................................................................................... Number of Rooms .� .............Foundation ..... f�hf �....... Exterior .... j �.... i5,/,�74Ag?...................................Roofing ......../.,�5:.. ..!S,....��................................................. • nn N� cGD Interior ........ s �- '.<. ...................................... Floors ..........�:................... ...................................... ........... Heating ..........................i... ...,.........................................:...`Plumbing .................................................................................. i Fireplace ..................................................................................Approximate Cost ...........��lt'� Definitive Plan Approved by Planning Board -------------_----------_-------19________ . Area ....�.....�....................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH �y. V� s° y OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree' to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..................... Construction Supervisor's License /�/? ` ......... HANAN, ANNA & PATRICK A=018-129-004 No .3.225.5... Permit for .ADDITION .............. Single. Family„ Dwelling..... Location .... 5..,Oak. Street........................... .....................Cotuit . Owner ..Anna...& Patrick. . . . ....Hanan. . ............. .. .... .. .... .... .. .... Type of Construction ..Frame...... ................... ............................................................................... Plot ............................ Lot ................................ Permit Granted .....Sept.ember. ....13, .. 19 88 ... ....... .... . .... Date of Inspection ....................................19 Date Completed ......................................19 �. fin'r - .. :1. .. .. • � � •� •+ 'Assessor's offioer.(1st floor): ' ' THE . t Assessor's ma and lot number, (��..'�.J.f1......:... ..r :gs v� �o p, � SE� PTIC SYSTEILI Board,of Health (3rd floor): srt� o�w. etN`�L7GJ'�'•�^ICJ'_` �� E. �. t� � � l 6 AV p • • • Sewage Permit number .L............. . ........ � '• Z B9Hd9T�LE. v hl T' I: "Engineering Department •(3rd floor): /, ry y _ o0i639• House number ................. ..... '�d ..7 :.. t '�>f u< �. a-INT�=AL OYP� 4 d��......... 'APPLICATIONS PROCESSED `8:30-9:30 •A,M, and 1:00-2:00'-P.M.,only,' g TOWI REGULiATjoNs TOWN. :OF BARNSTABLE B_UILD,IHG INSPECTOR APPLICATION FOR 'PERMIT TO .......................................✓ k /0. ��T7�� .. TYPE OF CONSTRUCTION C '!2F7 / — ....... .............................................................. t ........ . ..............•----. .............19.. TO- THE INSPECTOR OF BUILDINGS: The undersigned hereby ,applies fora 'permit according to the following information: _ Location ....... ..... /�'!L=..... .e!,! i ...........�J..�...�.. . .... :................... ProposedUse .... . .................................................................................. Zoning' 'District Fire DistrictU �..........................f............................ . /. ...... .. / Name of"Owner .. ..!.f'tc,. - `.z7✓✓! /I�........................Addr.ess .... s .41�!��e................. Name of Builder .. ...11IW .. Address '/ �" "`� ..... `�iJ�S... ....... ... . ..............: .......... .. ................ Nameof Architect ..............................:...........................':.....Address ..............................,...:......................,,.......................... • Number of Rooms ..........:.. ........................................`......:.Foundation ..... L�! P....... e� ! ��i�l!•P:' s f , / Exierior .....LC6. .. ! ��'/.tom......................... Roofing ( /� 5�/ ................................................ <. �� ....Interior ......... C� y Floors ........... `...�.d.�.�....:.....................:...................... �........... ��4•�.......................................... rieating / .....��(r .............................:.....:.......Plumbing .......... ............................................................ Fireplace .......................................................•.......... . ....... Approximate Cost .........../41. . ..............................:.............. . Definitive Plan Approved by Planning Board _________________ _ �+ --------------- 19 Area Diagram .of Lot and- Building with Dimensions Fee 6... SUBJECT TO APPROVAL OF BOARD-OF HEALTH c OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... �. .................... Construction..Supervisor's License .�yT.G!QL�©.! .......:..... t S-,EANAN.,. ANNA & PATRICK L 32255 _ ADDITION .:...'Permit for r Noe .... .....I..... + r Single�Fami1X g dwellin ;} `- r•...•• 4 5 Oak .Street.. ......... Location .. ........................... .................. 7• Cotuit .. ................ ......................`.....*..I......... Owner ..Anna..:&. P.. arick Hanali . t.... . ;. .. r Type of Construction ....:Frame r ........ .......:............. !. •Y Syr .......... ................. ....... ........ .... 11 ......... • f� f'._ . . w _ , n Plo Lot ................. Permit•Granted .....S.ept.emb.er....13.,.19 88 Date oft-Inspection .... Y .... . `19 _ Date Completed. .. . ..... ;/l .. .Y19 -41 i Ile isOk �. r� � n.. � _ - ✓r s 's � � - II CO ~ � a 44 rill —V Y: . C!s`ENL Hutchins & Wheeler, CHARGE M F/LE 831318 DEEDBK.,IPG — PLANBK./PG. 329/30 Lot D ASf�SSA4SPLAN/PLOT TYPE OFBLDG. 1 1/2 story (Cape) OWNER Anneliese Hanan, et ux APPLICANT same as owner CENSUS TRACT DATA NOT AVAILABLE N/F Mattos Lot C 09 169. { 0h Lot D N 44,607+ S.F. �r Lot B �r M 30'+ Of N/F Lawrence a• I UAMS 6 i n, p "A S.I Lot A I� 150.00' OAK STREET The dwelling shown on this plan do(es) not fall within a special flood hazard zone as delineated on a map of Community +CERTIFY THAT THE LOCATION OF THE DWELLING(S)••SHOWN ON � # 250001A dated 4 3 �8 'c:uS PLAN CONFORM(S)TO THE LOCAL ZONING LAWS. by the F.I.A. NOTE.' TNISPLOTPLAN WASNOTMAOEFROMAN/NS7RUMENTRAw PLOT PLAN OF LAND SWVEY. THESE CERT/F/CATIOYS.AREMADE.70 TNEABOVE /N NAMED aIENT ANt7 ARE fW"RTGAGE PURPOSES CwL Y, BAWNSTABL E UMAER NO CIRCUMSTANCES ARE THE D/STANCES SHOWN 7t7 Be USED W ESTABLISH H ROPER TY LINES OR FOR CON SCALE l"r 60' September 2, 1983 STRUCTION PURPOSES. THIS PL AN/S.NOT.TO Be USED FOR HA YWA RD -BO YN TON Q W/L L/AMS, INC, RECORD"OR DEED DESCRIPTIONS AND APPL IFS GWL Y 7,0 SURVEYORS Cl VIL ENGINEERS CONDITIONS EXISTING AS 0-ME DATE SHOWN HEREON. 7 BROADWAY TAUNTON 'MASS JKE DETECTORS REVIEWED . BARNSTABLE BUILDING DEPT. DA ? FIRE DEPARTMENT DATE i` �\ 7 ZE SIGNATURES ARE REQUIRED FOR PERAUMNG i �r 13=6" j IMPORTANT — UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING.WHEN aZ" o ¢� Z ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. °°6 0 0 ' i w< 0 I I TE PERMIT IS REQUIRED FOR THE c m m INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL. � o PERMIT SATISFY THIS REQUIREMENT N g a Z - wU-DF��.-gT$prr•rP.l�... ' . I o l - i O I � a DELI= — FWC7fo0(q�L. Fw�i36 m c Mull310 lei �� I CUSTo(.1 FW WIN 1 2)ASK fTvpy?� I n � I ( b0 _ o� � a FULL HT 5tuDy I CARBON MONOXIDE ALARMS v .. . I MUST BE INSTALLED PER o �� i ` . ' ——s — — — —� ___—_— ——— — — —— — MASSACHUSETTS BUILDING CODE t� ut ytz I WAI,%,MA LA V E- DRM E I 511 E.17 5 WA Y ( `� MST I — ` � . QTIN C—P Ln ' !$ 2 JMK41vp5t — H8 d OJ F,Wb N hP t� i ` ® L3 r ' 26 GLOy� 9 � W61o0(p$'It fWC+foo(7 (,. .. J f 1 LL! �( -- 2133]i :I 11N P(N '. - 3 « r , t! 4 lI I t tl — — 3- p - 8 Gqf = I; �5/4 72 O � �i 26�roR -... =- -. - ._._. •_.. WD DUX i' �- TA T14E .W - ci I' jLi T atr FbATF0 z3- ry waw —N w f+ I DOOR —♦ 1(111 ycl V) v ( I ...TIlrC191c .RuJ2�q. .. O ( \ - - Cp'3t��.. 31:�''/n . '3L /I'. fo` %!I. w w .. ._... ... NOTES: I Q 1. ALL WORK SHALL COMPLY WITH SEVENTH EDITION'OF THE MASSACHUSETTS O O STATE BUILDING CODE(ONE AND TWO FAMILY DWELLING CODE),WOOD FRAME CONSTRUCTION'MANUAL FOR WOOD CONSTRUCTION OF ONE AND L(� TWO FAMILY DWELLINGS IN 1 10 MPH/EXPOSURE B LOCATIONS,TOWN OF t U BARNSTABLE ZONING BYLAWS AND ALL OTHER APPLICABLE CODES AND ; REGULATIONS. - 2. ALL EXTERIOR WALL FRAMING SHALL BE 2x6 AT 16'O.C.. ALL INTERIOR PARTITION FRAMING SHALL BE 2x4 AT 16"O.C..EXCEPT WHERE NOTED OTHERWISE. -------._.__._—_----- 3. EXTERIOR STAIRWAY RISERS=7%"AND TREADS=12" ft FLN sip I 4. SEE ALL CONSTRUCTION NOTES ON DRAWING A4. 5. All FRAMING DIMENSIONS AT PREFABP.ICATED METAL FIREPLACES ARE APPROXIMATE. PRIOR TO CONSTRUCTION CONTRACTOR SHALL COORDINATE FXACT FRAMING DIMENSIONS RFOUIRED RY FIP.EPLACE MODELS SELECTED BY \10 LI may, m_ rn�'.. no< o l•,yd' _ cppRr a . U UfXU Q S ' O C Q m O o a _ I i �dS^ II-1C-0. LOOR w 1 -- -- o l of 1 W i no w � f O ( CL,, w w 5 Qp � -, i I rr 1 ` D A co CD h D RV �� w r IP � TRltn TYP MpWo 12 F'L �±� �qt R1DCs>L V�N7 LFV� c Z U a s Rj 23 � cco m o , cw m yy W * _ T \h J w O ppFV µµ L1i F++,+ KtST1NG �. • � '� Iffy 11J f R-m V) Ixno ftzun. ! — F- MOSS Q Q bV _ WDDw. O ►— s s Srt r Lo O _ •f+ R IV 1 f CO fit- U .._. _.._- _......... J FI _ GR �.____�_�.__ e�GONG�'FC�� S ®��•_.— i y . 1 I - - tiEG LI o- ---------- - U .— _—_-- _-- p V Z A)D RkIL 1 toVID - CONSTRUCTION NOTES: `�t� j Low,RIM i-T-TG i 1.TYPICAL SILL=CONTINUOUS PRESSURE TREATED 2x6 SILL ON FOAM SILL SCALER '1" t'�—'•——-- — ——"�— — f AT TOP OF FOUNDATION WALL WITH 5/8"DIAMETER PROPRIETARY MECHANICAL ANCHORS WITH 3"x 3"x'/."PLATE WASHER AT 39"ON CENTER I (MAX.)EMBEDDED 7"(MIN)AND SPACED 6"L 12"(MAX)FROM END/JOINT Of - --¢— - -- - - - PLATE. SET TOP OF ANCHOR BOLTS TO BOLT THROUGH 2x6 BOTTOM WALL PLATE AND PRESSURE TREATED SILL. I _ 2. TYPICAL FLOOR,=FINISH FLOOR AS SPECIFIED ON PLYWOOD UNDERLAYMENT - AS REQUIRED TO ALIGN FINISH FLOORS ON 3/4"TONGUE AND GROOVE, - "ADVANTECH VIP"SHEATHING PANELS,GLUED AND NAILED TO FLOOR JOISTS. i 3. TYPICAL EXTERIOR WALL=WOOD SHINGLES AS INDICATED ON TYVEY. FTbrn.VENT _ UNDERLAYMENT PAPER.ON%"CDX PLYWOOD SHEATHING ON 2x6 WALL 1R- i1. $•IDI;E _ STUDS AT 16"O.C.jMAX)WITH 2-2x6 TOP PLATE AND 2x6 BOTTOM PLATE WITH '�Ix COLLA�TI£5 iL:�n.G —J R21 FIBERGLASS INSULATION,CONTINUOUS POLY VAPOR BARRIER AT WARM LLI FACE.AND W'GYPSUM DRYWALL. 11 (q, ,,�• 0 4.TYPICAL INTERIOR PARTITION V."GYPSUM DRYWALL ON 2x4(EXCEPT WHERE qt�6- 'QyA "IL jyP�F - O INDICATED OTHERWISE)WALL STUDS AT 16"O.C.WITH 2-2x4 TOP PLATE AND j kp ,Tp '® P36 iC�L INS @.'YYId(w 2x4 BOTTOM PLATE. PROVIDE FULL PARTITION THICK FIBERGLASS SOUND. - *( CIOiPitAYS /G INSULATION IN ALL. }x6�lt•o.�. _c OilS�, uj . an 4 5.TYPICAL CEILING(EXCEPT WHERE NOTED OTHERWISE)=%"GYPSUM DRYWALL 1 RDA. - _RMI a CLI ON CONTINUOUS POLY VAPOR BARRIER AT WARM FACE(WHERE UNHEATED Lu - SPACE ABOVE)ON Ix WOOD FURRING AT 16"O.C. 0lL= Rbo IN ToP1�1C19C Wkil _ t1 T 51-c1.G Dr-1--4, - 6. TYPICAL SLOPED CEILING='/V GYPSUM DRYWALL ON CONTINUOUS POLY wl I SSYP-�F°P78 VAPOR BARRIER AT WARM FACE ON 1"STYROFOAM INSULATION BOARD ON _i - i T•Ip U O Ix.WOOD FURRING AT 16"O.C. NOTE:RAFTER BAY INSULATION=R30 - I' UNFACED FIBERGLASS BATTS AND CONTINUOUS RIGID INSULATION BAFFLE. �� —�1 l (? Q►� O f� EZEW 7. TYPICAL ROOF=ASPHALT ROOF SHINGLES ON ROOF SHINGLE f 21 N �, � ~ UNDERLAYMENT PAPER(AS RECOMMENDED BY ROOF SHINGLE l'-?V y I �-IP f •)9L IN9 ) W LJJ MANUFACTURER)ON 1/2'CDX PLYWOOD SHEATHING. PROVIDE 36" Q .WIDE CONTINUOUS"ICE AND WATER MEMBRANE"AT ALL ROOF HIPS,VALLEYS, GABLE ENDS,EAVES,ALL ROOF/WALL INTERSECTIONS AND AT ALL LOW SLOPE TaPIN$t1 Tu Gs4-r# O ROOF AREAS AS INDICATED. roPLl: lhT. Tm 5fi% __ . 8.TYPICAL FIRST FLOOR EAVE/SOFFIT=DOUBLE ROOF SHINGLE BASE COURSE ON ToP/ Nb- SET Ela. - 1 _-,.,._.. . ..__...._ __ _- ... _ L, I , U Q }�.{•Teo _ .. —. .- .�.. � D ROOF UNDERLAYMENT PAPER ON CONTINUOUS 36""WIDE"ICE AND WATER }bwhT_FtiM1'�N Pv })p 4 LALL �/ O 0 MEMBRANE"ON CONTINUOUS PREFABRICATED PP.EFINISHED VENTED GF LAND _ (.pL9,TiP bl(? B01X•ikD AND LO - - ALUMINUM DRIP EDGE AND ALUMINUM GUTTER ON ix FASCIA.PROVIDE - � �. � t'NA ----�/CTS°�C I CONTINUOUS 3/4"AIR SPACE TO RIGID INSULATION BAFFLES AT EACH RAFTER h k!P 1rhic/$ CAMc. krc,E ', To Uka BAY. EAVE/SOFFIT BOARD=CONTINUOUS Ix,MITER AT HIP CORNERS. _ c,L-PO i;. (ppaG YU� � � );%�>�T CAi4G T'Cr, 9. REPLACE,REFINISH OR RESTORE ALL EXISTING FINISHES DISTURBED OR \ D DAMAGED DURING CONSTRUCTION. pht -`riaT Q$( _ -- - ---` �\ \\� kN,/11\"i il' F'I C?•-MdN•. - . 10. PRIOR TO PROCEEDING WITH ANY NEW CONSTRUCTION CONTRACTOR SHALL AMR 5UP,5, POLY Mfi .THOROUGHLY INSPECT ALL EXISTING WOOD GIRDERS,WOOD POSTS,LALLY -• q - ---- •- - - --- COLUMNS,COLUMN FOOTINGS AND FOUNDATION WALUWOOD SILLS AND 6® ... _�...._ t1�4, ♦!�U ANY OTHER EXISTING CONSTRUCTION. CONTRACTOR SHALL IDENTIFY ANY DEFICIENCIES AND REVIEW ANY SUCH DEFICIENCIES WITH THE OWNER AND - RECTIFY WITH THE ARCHITECT. 11. PRIOR TO PROCEEDING WITH ANY NEW CONSTRUCTION CONTRACTOR SHALL CONFIRM ALL EXISTING DIMENSIONS AND SHALL REVIEW ANY DISCREPANCIES WITH THE ARCHITECT. 1 m m In 5 LL ;i o W si zLL � f Ow g 5 W :GeNc �coo: �++I 5trnf5oN .6 5 s a s P a21AD t.= 4��DgarsN Tyv. a TOT/ z . 1 of PW DUY,&MIR `p�0•(QI+L SCnIR w r o m ►2-'4s' ::_=8 a�: :._.: .- "- 12" z/4�",c24'X 12'r, 0 WNL. -- 2 uP I1410It - � W 1„ 1:ftN GIL _ o iry CANCf Nb US t t �/ Paw At>w/_a°t 3 }'LATE WA5HER EPABSDDED l_ J .61FDttt 3� R•SQFGtD 7°MIN-SPAGC G°:,zPFOM OIRW j :END{RT 391-0G, SETTDP FN9 To AUt H NGw*FIN F6F5 1 JA- ( u�I fva•C 2X,�• 4 't NCbJ — L i P�DutD�-h 36w b AGG�aS �-NING ftsU ) \'�ITi1t�(AJ�(-A 1b614 PSG. I Cc tf11t 40ty-PJS F7• DN PoCST: ; 3�R•54hCED J �. 5il>�itF=A t -= --- , I 5T•Lbusb�s Q o k 12��Titk 9x I-ST �s/B\� ��® GcNC 1''Cf3 TyP• ( Q I 5z"t� GoKc•Etlt D r -t sts t-ku Y �s — 'n L U I G.otvm* TyP I cW i 61RDER � � till , 1 u 1 � n 1 11 2 � �2 y1•X l�i'to t..X Jti'T• LoNe SfRtR W _ L1! 3� on Q FOUNDATION NOTES: cz L-00 O m � U 1. ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED SOIL HAVING'A MINIMUM BEARING CAPACITY OF 3.000 POUNDS PER SQUARE FOOT.MECHANICALLY COMPACT BOTTOM OF EXCAVATION BEFORE FORMING ANY FOOTINGS. :NOTIFY ARCHITECT OF ANY DISCREPANCIES. f 2 ALL CONCRETE SHALLO BE"READY MIX"TYPE,COMPLYING WITH ACI 301 AND t 318 REFERENCES AND WITH A STRENGTH OF 3.000 P.SI.AT 28 DAYS. 4' 61 DG NDR�FF 3. ALL REINFORCING BAPS,IF INDICATED.SHALL BE GRADE 60,COMPLYING WITH ASTM A-615 REFERENCE. 4. PROVIDE 36"x 36"ACCESS OPENING TO NEW CRAWL SPACE;COORDINATE EXACT LOCATIONS WITH BUILDING CONDITIONS. 5. COORDINATE WATER,ELECTRIC,GAS AND SEPTIC SERVICE ENTRANCES AS REQUIRED. IIIf T a co m no _f o z 1?T.3•ZitB��. Gl�or,� b _ mac, P'(.2t 12 �i[F1NCstrith • � ih' 0•G. b>•1 GO�,Nb P?+D 'P,7EL. o �ll�\P7 "�SID(1MK)L/ U Z= Q s J•13Pd�G�R ON Lot"T P5@/4 fY2••t1�o'�Vgi.0dltR o, -uQ - z R vu wavi oo Si2O.G. 00 1rlFcYtrR"P RtBfZ 1 m 2.Ih t�- c M- w PT zyb h ol t iso ppq��q p a Vi VJ vLd i %I•}tNm&Bq• op copT. 2w 10 NML1rR. t -huts vmvm 2-4•" 0•G. �c to•p,Lx6q LpcbLy col a-4 Io IRA J pT•2Kro SILL oN ty� Stu:S•�t�t lxto FI*.JC°, Igo"O.G.?-W i W 2xlo 04A .2Kio PIK J. gx S!' IFLP, 0_l_.1 2fLle p1l,K,G Chi w To,w 5 ( O 9,t to FI-E 3. Lu Lu ui -FLOOR FRAMING NOTES: F 1. FLOOR SHEATHING SHALL BE 3/4"TONGUE AND GROOVE,"ADVATECH VIP". O sz SHEATHING PANELS,GLUED AND NAILED TO FLOOR JOISTS. Q 2..ALL FLOOR JOISTS SHALL BE 2 x10 AT 16"O:C.1MAX).PROVIDE SOLID < O 0 BLOCKING AT 48"ON CENTER AT TWO BAYS EACH END. m U 3. ALL BUILT-UP WOOD FRAMING SHALL BE GLUED AND NAILED. 4. PROVIDE FULL WOOD BEARING AT ALL BEAMS AT WALL OR WOOD POST®®� ' Py BELOW AND AT WOOD POSTS FROM ABOVE. •�',,, KLT 5. EMEND ALL WOOD POSTS,SOLID WOOD BLOCKING,BUILT-UP FLOOR JOISTS, 1/q1l WOOD GIRDER OR WOOD SILL/FOUNDATION BELOW AND PROVIDE FULL AND !"t PROPER LOAD BEARING. 1�1 D*NOLT4 { i I W y30 co I Oz0 < �avi < o 1 rc0 m O c� � W q a .6 I . C�,Ib o a I To J ) . � V� - a•2x4 �. u' 2 a ti�PoyT,DN I � I ui 1 2XIu RkPG�I(o"e.t..TAP � J -TL1 ST t taGo I WM i w ry Lu ry w ROOF FRAMING NOTES: 1. ROOF SHEATHING SHALL BE S/8"CDX PLYWOOD. - I I <C p F- 2. ALL RAFTERS SHALL BE 2X10 at 16"O.C.(MAX)EXCEPT WHERE NOTED I I I Lo O OTHERWISE. PROVIDE SOLID BLOCKING AT 48"ON CENTER AT TWO BAYS co U EACH END. 3. ALL BUILT-UP 2x WOOD FRAMING SHALL BE GLUED AND NAILED. 4. EXTEND ALL WOOD POSTS TO SOLID WOOD BLOCKING,TBUILTION BE WOOD JOIST. ®� CEILING BEAM,WOOD GIRDER OR WOOD SILL/FOUNDATION BELOW AND ko PROVIDE FULL AND PROPER WOOD BEARING BELOW. �— — N e p hI.DC� NoRT4Y MAP 018 36 O k N/F , SI7��c�r RIOUX, ROBERT J & PINE RIDGE NICKERSpN (4p SUSAN H TRS 46 ASK ROAD 8 `4 GENERAL NOTES: ❑ K M ¢ LiMAINN _. S REE a t vf--, ..- W MAP 018 W I DEBO RA J. _ L RECORD OWNERS DAWSON EDWARD C. & �-.. 129 001 - s .�..., / ROPO 3s- %BRALOWER STEVEN N ((�� N/F 2.83' j 3j• ` LOCUS WALSH, KEVIN es'L PROPOEDSpO0, � 5 KIRKWOOD CT, 21 OAK STREET NOTE ACHI C VENT L ADI co POTOMAC MD 20854 Q EXISTNG WATER U _ MA V NEED To BE +B DEED BK, 12333 PAGE 056 RELOCATED.MAIN, 10• MIN.SEPARATION EX. WATER To SEPTIC SA DRIVE 1g COMPONENTS PROPOSED / / `�..� 44.2 D-Box e /E 2, PROPERTY IS SHOWN AS LOT D ON PLAN ENTITLED 'PLAN OF LAND IN COTUIT LOCUS NTSI J I: PEAN� o .� BARNSTABLE MA FOR AURORE L LAWRENCE' DATED JULY 31, 1978, PLAN BOOK - E%. 0 iD S RYIC" � \ PATIO te.4� ��• /"j 0 Ps oD ° lr o 329, PAGE 30, - 6' ?' 16. ' CALLO i'� `...... ~ EX.3 a4' 16.0• TANK__ -SEX. lh BEDROOM 1. 1000 GAL TANK 3, PROPERTY LINES DEPICTED HEREON ARE BASED ON FIELD SURVEY BY EXISTING MAP 018 EX MOUSE FF TO BE REMDVED ` `\ EE•28.5 AND REPLACED ,�/ GRADE, INC, IN OCTDBER OF 2007 AND COMPILED FROM PLANS ON RECORD AT THE 129- 02 SHOWER o Z W1TN A 130o GAL TANK r BARNSTABLE COUNTY REGISTRY OF DEEDS, N/F 28.T , Mb0 TON,o EX. SCHMIDT ELIZABETH M EX. - cAo TR PA _ 4, ORIGIN OF BEARINGS ARE BASED ON PLAN BK 311, PAGE 93. 230 RUSTY MAR r ROAD ,� 9g.° /D-BOX TO BE 5, EXISTING CONDITIONS SHOWN HEREON WERE C❑MPILED FROM FIELD SURVEYS ' 1. DISPOSEDREMOVED AM BY EXISTING GRADE, INC, IN ❑CTDBER OF 2007 AND FROM BARNSTABLE GIS, N;v� 1'� 6, ❑RIGIN OF ELEVATI❑NS ARE BASED ON BARNSTABLE GIS, /�17 ��__._.._- ----'� NEW TREELINE :* ^' 128 7, IN REVIEW OF FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FEDERAL PT �,o _,..--�'� N/F INSURANCE RATE MAP CFIRM> <250001-0021 D) DATED 7/2/92 FOR THE TOWN OF PAND UMPED WESLEY MEREDIT & BARSTABLE THE MAJORITY OF THE SITE LIES WITHIN THE ZONE X AND A SMALL BACKFlLLED l'' sH BRODEUR D EK PORTION (SOUTH WEST CORNER) OF THE PARCEL ,APPEARS TO LIE .WITHIN ZONE B, MAP 018 /r' 45 OAK: REET 129-004 8, PROPERTY LINE SETBACKS SHOWN ARE FROM ❑UTSIDE FACE OF HOUSE TO POINT CLOSEST TO LOT LINE DIMENSIONED TO, 44,607�..,S'F. 12 AC. 9, ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINES, 10, ALL BUILDING DIMENSI❑NS SHOWN ARE OUTSIDE FACE OF HOUSE. MAP 018 ^\\ 1 129-003 / \ ----� 11, N❑' WETLAND DELINEATION WAS CONDUCTED FOR THIS SURVEY, \� N/F PI I -gEN.JL IN_E...._..2,48 / $5 ,.�' �; \ RUSTY MARSH ROAD 12, THE LOCATION OF UTILITIES SHOWN HEREON ARE BASED ❑N ABOVE GROUND STRUCTURES AND RECORD DRAWINGS, NO EXCAVATIONS WERE MADE DURING THE rr s SURVEYS TO LOCATE BURIED UTILITIES, LOCATION OF UNDERGROUND UTILITY/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON AND ADDITIONAL �~ MAP 018 / BURIED UTILITIES/STRUCTURES MAY EXIST. i 096 005 13, EXISTING SEPTIC SYSTEM SHOWN GRAPHICALLY FROM TITLE 5 OFFICIAL MYRICK PAUL J. '�-- -� � ��HOFMgss,•:` INSPECTION FORM AS SUPPLIED BY THE OWNER, NO UNDERGROUND INVESTIGATION SANDRA 062652 45 TOPSAILM TRSCIRCLE - - �o�'� EDWIN q��;;{ WAS CONDUCTED, — r t t H. +�:. , ` ` ' ESS 14, SITE IS LOCATED WITHIN THE RF ZONE, RESOURCE OVERLAY DISTRICT AND r: 39045 AQUIFER OVERLAY DISTRICT AS SHOWN ON 'ZONING MAP OF THE TOWN OF y � EDMIV - �°,p BARNSTABLE, MA' DATED 11/19/2002, OFESSNO� I EHG 1325 EXISTING GRADE INCORPORATED y crvi� �, SCAL a Su v CLIENT SEPTIC DESIGN PLAN PROJECT C1325 Na DFOR 6 1 1 0 8 Civil Engineers and Land Surveyors •:�• O . 41294 DATE: 0 0 25 so STOVE BRALOWER ' — � P.O. BOX 682 ��` 45 OAK STREET 45 OAK STREET SHEET NO. ORESTDA , MA ( 02644305 (Fax) ��AL"-. � � # DATE REVISIONS COTUIT,MA COTUIT,MA 1 OF 2 SOIL LOG TEST HOLE - ELEV,=23,8' NOTES_. DESIGN FORMULA: 1, ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY CODE DEPTH FROM OTHER (STRUCTURE, TITLE V AND THE TOWN OF BARNSTABLE BOARD OF HEALTH REQUIREMENTS, SYSTEM REQUIRED PROVIDED SURFACE ELEVATION SOIL SOIL TEXTURE SOIL COLOR SOIL MOTTLING STONES,BOULDERS, (INCHES) (FEET) HORIZON (USDA) (MUNSELL) CONSISTENCY, / GRAVEL) 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND DESIGN ENGINEER, 'DAILY FLOW: 0'-8' 23.13' A SANDY LOAM 10 YR 2/2 NONE 3, HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION, 5 BEDROOMS CAD 110 GPD/BEDROOM 550 GPD 8'-29' 21.38' B LOAMY SAND 7.5 YR 5/6 NONE 29'-126' 13,3' C MED. SAND 10 YR 7/3 NONE 4, TIGHT JOINT (T.J,) PIPING SHALL CONSIST OF PpLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE ao, SEPTIC TANKS: ALL PIPES TO BE LAID ON FIRM BASE AND TO BE'WATERTIGHT, ALL CONNECTIONS AND JOINTS 550 GPD x 200% SHALL BE MECHANICALLY SOUND AND TIGHT. 1,lOO GAL 1,500 GAL SOIL LOG TEST HOLE - ELEV,=23,8 i 5. DISTRIBUTION BOX SHALL BE WATER TESTED.FOR LEVELNESS. LEACHING AREAS: DEPTH FROM 4 CHAMBERS � 8.5' LONG x 4.83' WIDE OTHER (STRUCTURE, 6. NO GARBAGE GRINDER IS ALLOWED. ELEVATION SURFACE R SOIL MOTTLING STONES,BOULDERS, 2 EFFECTIVE DEPTH — 4' STONE SOIL SOIL TEXTURE SOIL COLOR (INCHES) (FEET) HORIZON (USDA) (MUNSELL) CONSISTENCY, % GRAVEL) 7, DISTRIBUTION BOX SHALL HAVE AN INLET TEE.EXTENDING TO ONE INCH ABOVE THE SIDEWALL:((12.83x2)'+(42.Ox2'))x2 219.3 SF 0'-9' 23.05' A SANDY LOAM 10 YR 2/2 NONE OUTLET INVERT ELEVATION. BOTTOM: (12.83'x42.0') 538.9 SF 9'-28' 21,47' B LOAMY SAND 7.5 YR 5/6 NONE 8. SEPTIC TANK SHALL BE EMBOSSED WITH SEAL STATING CONFORMANCE WITH ASTM C 1227-94, TOTAL• 758.2 SF 28'-126' 13.3' C MED. SAND 10 YR 7/3 NONE LEACHING CAPACITY: 9, ALL SEPTIC SYSTEM COMPONENTS SHALL BE DESIGNED TO WITHSTAND H-20 LOADINGS, SIDEWALL: 219.3 SF x 0.74 GAL/SF 162.3 GAL 10. SEPTIC TANKS SHALL BE PROVIDED WITH AT LEAST THREE 20' DIAMETER MANHOLES WITH READILY BOTTOM: 538.9 SF x 0.74 GAL/SF 398.8 GAL PERCOLATION TEST BYt NICK SOUKE REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL. TOTAL: 550 GAL 561.1 GAL FOR, EXISTING GRADE, INC. WITNESSED BY, DONALD DESMARAIS, R,S, BOH 11. BEFORE BACKFILLING THE SYSTEM THE CONTRACTOR SHALL NOTIFY THE BOARD OF HEALTH TO INSPECT, DATE, 05/23/08 PERC RATE, <2 MIN/IN IN C SOILS PERC HOLE @ DEPTH=74' (EL=17,63') NO GROUNDWATER ENCOUNTERED THREE MANHOLE COVERS, BRING A MINIMUM OF ONE 2' OF 1/8' -1/2' COVER TO WITHIN 6' OF FINISHED GRADE. BRING OTHER NOTES,, SEPTIC TANK SHALL BE EMBOSSED WITH SEAL / COVERS TO WITHIN 12' OF FINISH GRADE, STATING CONFORMANCE WITH ASTM C 1227-94, 4' (TYP) 4' TYP) / PEA GRAVEL DOUBLE WASHED TOP OF FOUNDATION (1) ROW OF (4) 4.83'x8,5' LEACHING,CHAMBERS /// ELEV=25.5' 2, CORROSION RESISTANT GAS BAFFLE SHALL BE WITH MINIMUM ONE ACCESS PORT PER CHAMBER INSTALLED ON SEPTIC TANK OUTLET TEE, INVERT O °4 c 3/4" TO 1-1/2" EXISTING F.G.=24,8't VENT WITH 35" ° 4 °� ° o' a DOUBLE WASHED STONE PROPOSED CHARCOAL FILTER 24" o Q 4' PVC SEWER 2' OF 1/8'-1/2' DOUBLE WASHED PEASTONE LINE LI-4'PVC @ 2.1% TOP OF PEASTONE ELEV=21,45' 4'-10" INV=22.6' L2-4'PVC @ 3.1% 6' SUMP 4'-O" 4'-0" -4`PVC @ 2i f,G,= 23,8't , O INV. IN 1,500 GALLON - 3' 3 1 22,1' SEPTIC TANK INV. OUT 4'PVC @ 2X TYP. TYP. LO 5' MINIMUM 21,85' SEPARATION A o 0 0 0 o c o o 0 0 0 0 C. 0 o c DISTANCE E L1=23,6' —�o o°o"% `o op°o� INV. IN o o INV. IN a pO o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ao FROM _i 20,95' BOTTOM OF TRENCH L2=16,3' 21,50 42,0' LEVEL FOR ENTIRE = GROUNDWATER CRUSHED STONELEVEL EBASE INV, OUTOF LENGTH 17,4' 21.33' BOTTOM OF BOTTOM 8. I 19,0' 3/4' - 1-Y/2' DOUBLE TRENCH 18,95' 3' MIN. ►--� TRENCH 18,95' WASHED CRUSHED STONE MAINTAIN 10.0' TYPICAL LEACHING CHAMBER I I I I I I 1120" MIN V SE CONCRETE PRODUCT, INC. 1500 GAL FROM CROSS-SECTION 6' M EPTIC TANK OR APPROVED EQUAL RESERVE (NOT TO SCALE) �2' IN CORROSION RESISTANT GAS BAFFLE BY TUFTITE OR APPROVED EQUAL 4' --�1°' MIN. 1 MIN TYPICAL SEPTIC SYSTEM PROFILE- 'OH Or/ , d H. Gt EIS ` J. t.. EHG 1325 EXISTING GRADE INCORPORATED 4 No. 41254 SCALE CLIENT SEPTIC DESIGN PLAN 01325 JEUr N0. Civil Engineers and Land Surveyors Q�F �p� itER p STEVE BRALOWER FOR DATE: 06 1 1 08 P.O. BOX 682 r f_p . 45 OAK STREET 45 OAK STREET SHEET NO. FORESTDALE, MA — 02644 �' � COTUIT,MA COTUIT,MA (508) 833-7303 (508)833-7305 (FAX) ' # DATE REVISIONS 2 OF 2 MAP 018 36 0 k SIRE RIOUX, N/F BERT J & PINE RIDGE NICKERS❑N ET 640, SUSAN H TRS 46 K ROAD � rY w E / EX B- �'GENERAL NOTESI ❑ K ¢ w MAIN �. S REE "2g 001 1. RECORD OWNERSI DAWSON EDWARD C. &' DEBORA J. N/F ROPOS S�l'3 �~ %BRAL❑WER STEVEN N � WALSH, KEVIN 223 L PROP OSEOS.0 �\ _ �_._.._ 5. KIRKWOOD CT. LOCUS Z ACMI G VENT 21 OAK STREET NOTE; L AUI G0 POT❑MAC MD 20854 Q EXISTING WATER U MAY NEED TO BE 18• DEED BK, 12333 PAGE 056' RELOCATED,MAINTA 10' MIN.SEPARATION EX. o� WATER TO SEPTIC SA DRIVE COMPONENTS T �-•~ POPOSED DR 44.2 E BOX / 2, PROPERTY IS SHOWN AS LOT D ON PLAN ENTITLED "PLAN OF LAND IN COTUIT LOCUS NTSI J E '"�� o / BARNSTABLE MA FOR AUR❑RE L LAWRENCE' DATED JULY 31, 1978, PLAN BOOK EX. c,i1NC 1500 STONE J1 O PROPOy�o / 329, PAGE 30. \\\ � _ EX.3 Q4 te.o�TA"K EX. 10. 3, PROPERTY LINES DEPICTED HEREON ARE BASED ON FIELD SURVEY BY EXISTING To BEDROOM 1000 GAL TANK MAP\\01 8 EX. EL•2B,� AND REPLACEDD r 129- (02 SHOWER � WTH A 1500 GAL GRADE, INC. IN OCTOBER OF 2007 AND COMPILED FROM PLANS ON RECORD AT 'THE (�/F� zB.T DITCHPOS o TANK BARNSTABLE COUNTY REGISTRY OF DEEDS, � 1 A$OITON� �� TO 8�HED�'' SCHMIDTI ELIZABETH M EX. '00' o% �_RE 5TED TR PnoE 4r ❑RIGIN OF BEARINGS ARE BASED ON PLAN BK 311, PAGE 93. t 230 RUSTY MAR ( , ROAD 55'° 5, EXISTING CONDITIONS SH❑WN HEREON WERE COMPILED FROM FIELD SURVEYS \0; D-BOX TO BE� \ REMOVED AN / BY EXISTING GRADE, INC, IN OCTOBER OF 2007 AND FROM BARNSTABLE GIS, l DISPOSED y Aj N,/ ;,•� 6, ORIGIN OF ELEVATIONS ARE BASED ON BARNSTABLE GIS, ti \ i er \ NEW AA ,�-• / ,`�M ._..-... - TREELINE H :MAP-a 8 1tl w - 128 / 7,. IN REVIEW OF FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FEDERAL PT TO BE N/F INSURANCE RATE MAP (FIRM) (250001-0021 D) DATED 7/2/92 FOR THE TOWN OF PUMPED a cTM°ImueD :✓ WESLEY MEREDIT & BARSTABLE THE MAJORITY OF THE SITE LIES WITHIN THE ZONE X AND A SMALL BRODEUR D EK PORTION (SOUTHWEST CORNER) OF THE PARCEL APPEARS TO LIE WITHIN ZONE B, MAP 018 j•- 45 OAK; REET / 129-004 i 8, PROPERTY LINE SETBACKS SHOWN ARE FROM OUTSIDE FACE OF HOUSE TO 44,607, .F. POINT CLOSEST TO LOT LINE DIMENSIONED TO, 1 .02r AC. /' 9, ALL SETBACK DIMENSI❑NS ARE PERPENDICULAR TO PROPERTY LINES, SHOWN ARE OUTSIDE FACE .OF HOUSE, 10, ALL BUILDING DIMENSIONS MAP 018 .\.� '��%- j �� \ � 129-003 / N/F % 11, NO WETLAND DELINEATION WAS CONDUCTED FOR THIS SURVEY. PII --BENJA-MIN_a 2,48 ARE BASED ON ABOVE. GROUND RUSTY MARSH ROAD 12, THE LOCATION ❑F UTILITIES SHOWN HEREON STRUCTURES AND RECORD DRAWINGS. NO EXCAVATI❑NS WERE MADE DURING THE s % SURVEYS TO LOCATE BURIED UTILITIES. LOCATION OF UNDERGROUND UTILITY/STRUCTURES MAY VARY FROM L❑CATIONS SHOWN HEREON AND ADDITI❑NAL MA 018 BURIED UTILITIES/STRUCTURES MAY EXIST, \ 096\005 y� -1-......- `` ,.%� 13, EXISTING SEPTIC SYSTEM SHOWN GRAPHICALLY FROM TITLE 5 OFFICIAL O. MYRICK PAUL J. �d- S " INSPECTION FORM AS SUPPLIED BY THE OWNER; NO UNDERGROUND INVESTIGATION SANDRA M TRS EDWIN q�y WAS CONDUCTED. 45 TOPSAIL CIRCLES- - - H _ c> S 14. SITE TS LOCATED WITHIN THE RF ZONE, RESOURCE OVERLAY DISTRICT AND '� 0 AQUIFER OVERLAY DISTRICT AS SHOWN ON 'ZONING MAP OF THE TOWN OF i F 4• � M o sae BARNSTABLE, MA' DATED 11/19/2002, G� �. .'kF• .. LESS\0 EHG PROJECTNO. Ct -4 CLIENT EXISTING GRADE INCORPORATED , Rt�• 4ifL I � SEPTIC DESIGN PLAN 1325 Civil Engineers and Land Surveyors A ?� 0 25 so STEVE BRALOWER FOR DATE: 06 1 1 08 P.O. BOX 682 $ e� 45 OAK STREET 45 OAK STREET SHEET NO. FORESTDALE, MA - 02644 ibA1 �+,6 ^`' COTUIT,MA COTUIT,MA 1 OF 2 (508) 833-7303 (508)833-7305 (FAX) F # DATE REVISIONS r �. NOTES DESIGN FORMULA: S❑IL LOG TEST HOLE — ELEV,=23,8' 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY CODE DEPTH FROM OTHER (STRUCTURE, TITLE V AND THE TOWN OF BARNSTABLE BOARD OF HEALTH REQUIREMENTS. SYSTEM REQUIRED PROVIDED ELEVATION SURFACE SOIL SOIL TEXTURE SOIL COLOR SOIL MOTTLING STONES,HOULDERS, - DAIL FLOW , CINCHES) (FEET) HORIZON (USDA) (MUNSELL) CONSISTENCY, "%. GRAVEL), 2, ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND DESIGN ENGINEER, Y : 0'-8' 23,13' A SANDY LOAM 10 YR 2/2 NONE 3. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION, 5 BEDROOMS 1.10 GPD/BEDROOM 550 GPD 8'-29' 21.38' B LOAMY SAND 7.5 YR 5/6 NONE 29'-126' 13,3' C MED. SAND 10 YR 7/3 NONE 4. TIGHT JOINT <T,JJ PIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40, SEPTIC TANKS: ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS 550 GPD x 200� SHALL BE MECHANICALLY SOUND AND TIGHT, 1,100 GAL 1;500 GAL i 5, DISTRIBUTION BOX SHALL BE WATER TESTED FOR LEVELNESS. LEACHING AREAS: S❑IL LOG TEST HOLE — ELEV,=23,8 4 CHAMBERS. @ 8.5' LONG x 4.83' WIDE DEPTH FROM 2, EFFECTIVE DEPTH - 4' STONE ELEVATION OTHER (STRUCTURE, 6, NO GARBAGE GRINDER IS ALLOWED, SURFACE SOIL SOIL TEXTURE SOIL COLOR MOTTLING SOIL STONES,BOULDERS, CO (INCHES) (FEET) HORIZON (USDA) (MUNSELL) CONSISTENCY, Y" GRAVEL) 7, 'DISTRIBUTION BOX SHALL HAVE AN INLET TEE:EXTENDING TO ONE INCH ABOVE THE SIDEWALL:((12.83x2)'+(42.OX2'))x2 2 8.9 SF 0'-9' 23,05' A SANDY LOAM 10 YR 2/2 NONE OUTLET INVERT ELEVATION. BOTTOM: (12.83'x42.0' 75 ) . SF 9'-28' 21,47' B LOAMY SAND 7,5 YR 5/6 NONE 8, SEPTIC TANK SHALL BE EMBOSSED WITH SEAL.STATING.CONFORMANCE WITH:ASTM C 1227-94, TOTAL: 8.2 SF 28'-126' 13.3' C MED, SAND 10 YR 7/3 NONE LEACHING CAPACITY: V. ALL SEPTIC SYSTEM COMPONENTS SHALL BE DESIGNED TO WITHSTAND H-20 LOADINGS, SIDEWALL:: 219.3 SF x- 0.74 GAL/SF 162.3 GAL _ 10, SEPTIC TANKS SHALL BE PROVIDED WITH AT LEAST THREE 20' DIAMETER. MANHOLES WITH READILY BOTTOM: 538.9 SF X 0.74 GAL/SF 398.8 GAL PERCOLATION TEST BY, NICK SOUKE REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL.- TOTAL: 550 GAL 561.1 GAL FOR, EXISTING GRADE, INC. WITNESSED BYi DONALD DESMARAIS, R,S, BOH 11. BEFORE BACKFILLING THE SYSTEM THE CONTRACTOR SHALL NOTIFY THE,BOARD OF HEALTH TO INSPECT, DATE 05/23/08 PERC RATE <2 MIN/IN IN C SOILS PERC HOLE @ DEPTH=74' (EL=17,63') NO GROUNDWATER ENCOUNTERED THREE MANHOLE COVERS, BRING A MINIMUM OF ONE NOTES, - 2' OF 1/8' -1/2' COVER TO WITHIN 6' OF FINISHED GRADE, BRING OTHER 1. SEPTIC TANK SHALL BE EMBOSSED WITH SEAL /DOUBLE WASHED COVERS TO WITHIN 12' OF FINISH GRADE. STATING CONFORMANCE WITH ASTM C 1227-94. YP) / PEA GRAVEL TOP OF FOUNDATION f (1) ROW OF (4) 4,83'x8,5' LEACHING CHAMBERS 4' (TYP) 4' T /// ELEV=25,5' t 2. CORROSI❑N RESISTANT GAS BAFFLE SHALL', BE WITH MINIMUM ONE ACCESS PORT PER CHAMBER INSTALLED ❑N .SEPTIC TANK OUTLET TEE, INVERT 44 4 a 3/4" TO 1-1/2" EXISTING F.G.=24.8't VENT WITH 35" ° 4, ° ° 04' a DOUBLE WASHED STONE PR❑POSED CHARCOAL FILTER 24' o a 4' PVC SEWER 2' OF 1/8' DOUBLE WASHED PEAST❑NE _ LINE L1-4'PVC @ 2.1% TOP OF PEASTONE ELEV=21,45' 4'-10" INV=22,6' L2-4'PVC @ 3 4'-0" � -4.-0„ .1% 41PVC @ 27 6' SUMP ' F,G,= 23,8't ; o INV. IN-MI1;500 GALLON 3' 3' I 22.1' SEPTIC TANK • TYP, ;r, INV, OUT 4 PVC @ 2% TYP, 21;85' 5' MINIMUM SEPARATION t o 0 0 0 0 0 o c o o c c o 0 0 o a o,a o p r!O .0 o o c o 0 0 0 o o c c c o 0 0 00 A A a p O INV. IN DISTANCE L1 23.6' o a o FROM o c °° o o ° � INV, IN BOTTOM OF TRENCH = GROUNDWATER L2=16,3' LEVEL STABLE 6' E 21.50' INV. OUT95' 42.0' LEVEL FOR ENTIRE CRUSHED STONE BASE i 17,4' 21,33' BOTTOM ❑F LENGTH TRENCH 18 95' 19,0' 3/4' - '1-1/2' DOUBLE TRENCH 18,95.' 3' MIN. t'—'i a WASHED CRUSHED STONE ST❑NE MAINTAIN 10.0' TYPICAL LEACHING CHAMBER 20' MIN USE CONCRETE PRODUCT, INC. 4500 GAL FROM CROSS—SECTION I I I '/SEPTIC TANK OR APPROVED EQUAL RESERVE (NOT TO SCALE) �2' MIN. CORROSION RESISTANT GAS BAFFLE 1 BY TUFTITE OR APPROVED EQUAL �L10' MIN, 14' t MIN, E TYPICAL SEPTIC SYSTEM PROFILE ..........aEDWIN G Ain _Eqq tftl PROCT H. EHG 7325 EXISTING GRADE INCORPORATED w�� 'o SCALE CLIENT SEPTIC DESIGN PLAN 1325 No. c Civil Engineers and Land Surveyors A '412 FOR STEVB BRALOWER DATE: os 11 08 P.O. BOX 682 �`�`�O/STEFtf A 45 OAK STREET 45 OAK STREET SHEET No. FORESTDALE, MA - 02644 3/aNAl 3 .'Alt DATE REVISIONS COTUIT,MA COTUIT,MA 2 of 2 --JG -- (508) 833-7303 (508)833-7305 (FAX) # N p PR-op"7y kV ( 6 /y.2 j' GEYk_H /f rit' 1 ^�`"• 1 ��0� \ �\ \ EOct o� \ 10. 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W 5 to d o -- c =iJ pUW Z x ww� m O N N 6Q 0 Q ui W ca c LL Q LU L w N .2. , (o� o C3 tA a ---_, ._.__-- , _ �; ►314"x q�lzu gut, � • y�� go�Ty 24''o.c. 5WIP50N Ul4 JOWT N46VP l C s Nc weon oR 10M,(v � w1r3� �. id o•G. ,XOViP,f 501AP St v-tx 4 a"OG C Z &Af(5 ERtN ENP J L1J 0 0 LU sl V) n 0 � w WWrvo Q 0V) Q <( p t-- � LEmma �A-N s t� OBI t G( 'v CoT 2 0 m �r uj 0 C ° U5 a QQ Z = Cc0 m LA- 2 ✓��1�QN w e 0 LL w m c Sth) otJ `` W kx t wu c I/2" GD i POO 64744 � q W W p N P �' 1N501►. ��r'f �� x p m 2xCv �IDC-r•L° �, a YLID fAT CI V o•C. �L�Jc t~Gt. 1N5 Mov►DE 641P ftic(x oG 11MYg EAGN eno 330 Il X 3 5T"P G1 16 D.G. 1" 51yg0 �o�cN� 1y �G. - _ Ile" core% � n No�.s1l�iv �- ��--.1„� J W ui .-` W O Z w W w > V) J Q � � � 0 .1 I m �- i Gv FLht4-., V4- i �N i LAJ MAP 018 36 0,1 N/F STR� ( RIOUX, ROBERT J & SUSAN H TRS 46 OAK FINE, RIDGE(gyp _ NICKERSON OAK w ROAD f` STREET) v J- t t` MAP 018 ' 129—001 N/F �'' ' 4 �8�3�. ..... ----------- � LOCUS WALSH KEVIN j` 1soao� ; ( ��.-,_ 21 OAK STREET gt l I ♦I i ,J 1 STONE EX I S t . .._.- ,_..i `4 DRIVE r�,! PARKIN I AREA r LOCUS: N T S ff f STONE ) f f 1 PATIO EX ' t if ' 24- [... � EX. J'x f k ...` MAP 018 BEDBEDROOMy_.. ; HOUSE FF , `~ EX. 129- 02 SHOWER 1 \ zs.s3.7 TANK GENERAL NOTES: tr N/F'i., 28TJ .., " `"r' t� 1. RECORD OWNERS, DAWSON EDWARD C. & DEBORA J. I 't SCHMIDT ELIZA�ETH M EX r" f`EX %BRAL❑WER STEVEN N STONE o,` .- 5 KIRKWOOD CT. TR PATIO -�[ 'J POTOMAC MD 20854 4 230 RUSTY MARSH "' i ........1 DEED BK. 12333 PAGE 056 } ROAD ADDITIOND rf� �' 2. PROPERTY IS SHOWN AS LOT D ON PLAN ENTITLED 'PLAN OF LAND IN COTUIT BANSTABLE MA FOR AURORE L LAWRENCE' DATED JULY 31, 1978, PLAN BOOK 329, PAGE 30. ,jJ, i� �� "'�... -"'� `',` rU •�'� - ` 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON FIELD SURVEY BY ca y r EXISTING GRADE, INC. IN OCTOBER OF 2007 AND COMPILED FROM PLANS ON / RECORD AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. ' 128 EX.PIT 6'R fw 4. ❑RIGIN OF BEARINGS ARE BASED ON PLAN BK 311, PAGE 93. ,I t STONE 3, - N/F �.f r WESLEY MERIDITH�' & f 5. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD 3fr BRODEUR DcREK �..'�� SURVEYS BY EXISTING GRADE, INC. IN OCT❑BER OF 2007 AND FROM fr MAP 018 45 OAK .STREET ,:f' BARNSTABLE GIS. '4l 129 - 004 �- .- f _ Z`r 6. ORIGIN OF ELEVATI❑NS ARE BASED ON BARNSTABLE GIS. 1 7. IN REVIEW OF FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 4 4) 6 0 7 -S. F. FEDERAL INSURANCE RATE MAP (FIRM) (250001-0021 D) DATED 7/2/92 F❑R " THE TOWN OF BARSTABLE THE MAJORITY OF THE SITE LIES WITHIN THE ` -- — . 0-2A C. --'! ZONE X AND A SMALL PORTION (SOUTH WEST CORNER) OF THE PARCEL t APPEARS TO LIE WITHIN ZONE B. 8. PROPERTY LINE SETBACKS SHOWN ARE FROM OUTSIDE FACE OF HOUSE MAP 018 TO POINT CLOSEST TO LOT LINE DIMENSIONED TO. 129-003 9. ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINES. PIKE_$ENJAMIN...._E,.---2.48 °`` `t 10. ALL BUILDING DIMENSIONS SHOWN ARE OUTSIDE FACE OF HOUSE. RUSTY MARSH ROAD,S 11. NO WETLAND DELINEATI❑N WAS CONDUCTED FOR THIS SURVEY. 12. THE LOCATION OF UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND STRUCTURES AND RECORD DRAWINGS. NO EXCAVATIONS WERE MADE DURING THE SURVEYS TO LOCATE BURIED UTILITIES. LOCATION OF UNDERGROUND UTILITY/STRUCTURES MAY VARY FROM LOCATIONS SHOWN ,� 11 MAP,," 018 � � HEREON AND ADDITIONAL BURIED UTILITIES/STRUCTURES MAY EXIST. �...... r 096`, 005 �.. .` 13, EXISTING SEPTIC SYSTEM SHOWN GRAPHICALLY FROM TITLE 5 OFFICIAL _._--------- ___.__..__..__-___-. INSPECTION FORM AS SUPPLIED BY THE OWNER. NO UNDERGROUND M YRI CK P AU L J. __._ __� -__...__.-._-M__.- r-- INVESTIGATION WAS CONDUCTED. SANDRA M TRS j 14. SITE IS LOCATED WITHIN THE RF ZONE, RESOURCE OVERLAY DISTRICT 45 TOPSAIL CIRCLE ---' �� "-�.._ AND AQUIFER OVERLAY DISTRICT AS SHOWN ON 'ZONING MAP OF THE TOWN OF BARNSTABLE, MA DATED 11/19/2002. � -------- ..� f 1325 SITE PLAN EDWIN EXISTING GRADE INCORPORATED �� Sic SCALE CLIENT PROPOSED ADDITIO PLAN o s� N AN 2 PROi 5 N0. Civil Engineers and Land Surveyors Hss N� SCALE 1' = 30' STEVE BRALOWER OF 5 KIRKWOOD Cr DATE: 01 25 08 P.O. BOX 682 No. 9045 0 510 15 30 FORESTDALE, MA — 02664 �� b POTOMAC,MD 20854 #45 OAK STREET SHEET NO. EGI (508)833-7303 (508)833-7305 (FAX) o NO DATE BY REVISIONS COTLTIT,MASSACHUSETTS 1 OF 1