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HomeMy WebLinkAbout0141 SCHOONER LANE �_r �- --_-__.-_ -..___l -� � �� - /�1 �� L4T �'1 I h ,- K T TOWN OF BARNSTABLE BUILDING PERMIT APPLIC106F , Map -arcel UIDINO Application`# �l �► (sue Health Division bate Issued Sep i2 $0 Conservation Division N OF Application Fff Planning Dept. �AR`N 8PP-ermit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address c,hno ne n Village C, yyn Owner I I V'L 0 g, rt�$yej 0A FDr {y2r `t n C Address _ )!I( SAOQ Y e_S t V) Telephone SOB - ?f4y —co M II 6 k\L I Permit Request l ► ck ew L C T/1 1 It cto re, it i f lie r � rrcan C� �o en-taooe:e oD—_ �it�rMJn� C,v( ll 17P (1 ( l P� l�! ��C ./ /C Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation .A ,Wo Construction Type Lot Size COL k__Ck� Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure o " Historic House: ❑Yes M(No On Old King's Highway: ❑Yes 4 No v Basement Type: IN Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: /3 existing —new r Total Room Count (not including baths): existing 5 new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: A Yes ❑ No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes Af No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: t existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 16,Lvc Telephone Number 0-7 -2,6-7-. 7 9 2 Address Je j License # I®S O/ YI&CMo LAWY-1 /n 6L&75— Home Improvement Contractor# 16 t�C� Email l�-� Mc�2erl-�2e_pn�xsi nC��Yv�a.�.Cmr� Worker's Compensation # (oS to 00 9 A 0G 1 S91(._7_1 U ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO v4f r\ tlAz SIGNATURE DATE lZe . r t FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. r d , ADDRESS VILLAGE OWNER DATE OF INSPECTION: '} FOUNDATION t FRAME INSULATION . , FIREPLACE s ELECTRICAL: ROUGH FINAL RLUMRING: ROUGH FINAL • i ROUGH FINAL GASr,. FINAL BUILDING 60a 1/ G DATE CLOSED OUT } ASSOCIATION PLAN NO. t ' to Foo7d C.onsfi=4ort iv HT,-Iz FrZad Are I10 xph end.Zoae - Massachusetts Checklist far Coma liana 980 Cfi4R53Ot:M.i)' - - - ' RIM 1-1 SCOPE. 110 Mid Spud n1ph Wind txpo=m Cat�guy B -- `h kxUEx.P=I,jI:! :t'-for}!..._..._. 1.Z APPLICABILITY --- - --- Fxhber of Stones(a ffx3f ffch ems B in_12 s1ape3heII bm=uiderad a sfmvl- -sbries-52 Mori= - - - -- Roof t Ich Mean RcofHeight (F;g 2) -`,' BLdlding Vdth,W Fig 3) _ft 5 ST Buii3a:g Lepgth,L _ (Fg 3) -ft s BD' . Bu3ding Aspect RaBo(UM (Fig 4) 5 3:1 t`tna*tW Height Dt=Tallest Dpening' (Fig 4) General mtr�rance x frarsurig eanne�Gans (Tabia 2) 2-1 FOUNDAT1Ohi Foundation Wails meefing regtkemerb-of 78D GMR S4041 • Canes___..._____._..___._.._._._..__.._----- •-------.----------___.....__._._�__�..__._.__� Canes Masonry__._.. 2-Z ANr-HORAGE TD FDLINDATIDhI-3 518`Anchor Bn� r►be�ded or SW Propdeb y Mechaff=9 Andwrs as an alfernatve in.c3ncrel--only _ Bolt Spacing-general._._._.__._.._.-___._ (f abie 4) in. Batt Spacing from endfjom oF plate (Fig S) Bolt Frnbedment-concreb (Ftg-5)----- hL y T` Bo if Embedment-mamM _ _ (Fg 5)• ► irL>_13` . Pik Washer. - (Fig 5) _>3`x 3'x 3% 3-1 FLODPM Floarfrarnfng memberspans rheded [pes 7gD CMR Ghat SS) Maxbnum FbDr Dpf ► g Dimermw (Fig 6) _tt<Iz . Fun Height Wa!!Studs at FbDr Openings less ft ran Z from Etm iDr Wan[Fg 6)_._...._.--..----...�.. Mbodrrulrn Fbor.loist Sefbada SuppDrrbg Laadbearhg Waifs ar Shearwall (Fig 7) Tit 5 d h4axamum CarOmweri FiDnr3Dtsts SuppDrfrQ Laadbearbg Walls Dr Shear-all (Fig 8) —ft s d f-Ic ar•Bralchg at Er; t: (99-9) . Floor Sheafi�hg Type -(pe-7SO CMR Chapt>r SS) Floor Shaming Thidmess - (ptr 780 CMR Cfwpt�r 55) in- Ffcxx ShaaWhg Fasle�rimg- (Table 2)_ d naffs at in edge f_in field , 4-1 WALLS � � - Wafl Height . Isa roaring uslis (F9 w and Table 5) _$ -Cl If . g warts_ (F►g 10 and Table 5) ft 20' wax Stud Spacing ._ (Fg 10 and Table 5) _ _s 2-q e_- Sir p Wag S in 4_2 tD=DR:i►iALL53 ' ' wood Studs _ L�dbeariag afls'. (Tai�ies) ..—.mac -_ft_h - Non-Cnadbearing wars._ -:(Table 5) 2x -_ft-in:- Gabla Fred Wal!Bracing' . Full Height EndwA- ids Fig 1D) 1r 3F AfSa Fbx Lengt£r . sure CaUng> (tf WSF nat umd) 'Fig 11) eiid 2 x4 Cbn*runtcs L.alaal Brain Q B ft ar;_(Fig or I x 3=Mn_q tuning strips @ 15`spacing-morL 2 x 4 bioc g @ 4 fL spacing in end joist Ortrttss DMIbla Top Piafe _ - 6prme Lan - (Fig 13 and Table 6) ft — sbtr-Cann5Dn ht of 15d miff mn narl e F A FCC Guide fo If roadCanfracftan ire Nigh grid Are y: 1I0 inpff ff,and Zone ' Massachusetts Check for Compliance Aso cxaooi L rs)i Loadbearbg Wa]I COMMC0ns _ L=hmW (na of 15d common rlas) (rabies 7) - Nori_r erring Walt Connections L-AMW(na.of 15d mrnmon nabs) (Table:B) Load Bearing Y&I Opem-25(record iaigestt opemg M d is all openings fnr cornp5w=In Table 9) Header S - (Table 9) —ft_iR_<it, • SH Plate Spans (Table 9) . FU height Mds trim Df sit dsl (Table 9) Non-Loud gig Wall openings(6=-d Im pmd opening Wt dmck att openings for cpmplbanm to Table s) Heade spans.__ (Table 9) —f'_in.!;Iz SM phka Spans_ - (Cable`9) _ft_in_512' RA Height S>ids(no.of sfuds) (Cable 9) - 6dnriorWa9 Slr�ati ng to Resist UpIDt and She 5"¢nul�ni usfy4 hlFaunuun B ildmg Dimension,[ail - . NDmkpl HeightofTaffestDpeningz -----.-__-- �� ShaaNng Ed Naff _ (Table 10 or note 4 if less) in_9 ge Field Raul Spacing— (Table 10) ShearConnea5on(no_of 15d common naft)(Table-1 D)._ Percent Ful-HeightSheaffiing - (Table 1 D) —� _ 5%Add5onal Sheat dng for WaII wffh Opening>.5&'(Design CDncepfs) 1, a*nurn Building Dimension,L Non-rinalHeightofTallestDpeningz— ---------------------- `fig Sheaf ig Type (note 4) T • Edge Nal Spacing_ Crkble 11 or nnfe 4 iffess) A?- Field Na l Sparing (Table 11) UL Shear CDnnedion(n0-Df 15d common narks)(Table 11) _ _ Pent FWI-Height Sling (fall 11) — 5%AdMor"Shea$ing fnr Wag xfth'Opening?•6-8'(Design Concepts) WaII Cladding Rated fnr Wind Speed? 5-1 ROOFS aDf framing mernberspans checked? (For ass use AWC Span Teo[.see I3BRS We3as3B) R Roof Overhang --(Fi rra 19) _ ft 5 smaller of Z cr I13 Truss or FWfer connediDns at LDadbearing Waft - Proprietary Conners , Upgt (Table 12)-- U= P� . (Table 12)_ _ Fff _ Shear (-Table 12) S= .pff., _ Ridge Strap Coanec5ons,lFcollaar ties not As6d perpage 21_- (Table 13)_ T= pit _ Gable Rake DLADDk r (Frgur a 2a)--�- ft_<smaller rat 2`or Ll2 ' Truss or Rafter CDnnecfbm at Nan-Laadbmar g Walls - PrDpdMfary Conn ednrs . UpIdt— (Table 14) U= lb. - of i Bd common earls able 14 ____.—.—_—_-_.._—_.._L= Ib. Lateral nn� _ )- ( ) (T 78D CFAR Cho teas s8 and 59 - -- - - Ro�af Shag Type � F ) ------- RoDf• g Thickness _" — in_?T is,WS? - Roof&Oafhing Fasteff[Pg (fable 2) r NDtes_ ' •1. _ This dust shall be met in ft entirety.otc Udmg the spastic exc:ep5Dn noted in 2,to comply uCI the►-Ej a ere-of TBC GI,BR53DT21_I Item 1. If the cheddtst is metro rls entIIefy Shen fha f�l awing m al straps and hold downs ate eat required per fhe WFCM i t a mph Gldcie: - - a_ St!:e Straps per Figure 5 h. 20 Gage Straps per Figure 11 - - _ UpIff S�per Figure 14 - ri A9 Straps per Figure 17 e_ Comer Strad Hold DoYsctis per Ftgire 1 Ba and 18b - 2. 'F=eptiort opening he 2ft Dfup.6 a ft sf d be paimlied when 5%is added fn the percent full--height shutting 'rmq*er erft shove in Tables 1 D and 11. - 3 The bDfIDm sa'>i plate in exhinor wads shall be a mkkTwn 2 in.n0rrsutal fitidme�s pr suQe 2-grade- -AFFC Grade to Xood Carrm5wctiart u7 J�i Tr Ku7.dArerrrc_.110 nrph ff,�7-AdZanz Massachusetts Chl<cklist for Compliance(no c:pj:Rs3nt-iT_t)r - a From Tables 113 and 11 and focafiorr of wall shmHM and Burldmg AspectRZo,determine Peru Fu&Height Sheafrring and ld Spacing requuemenfs b. Woc d Str uch al Panels shall be mtft=thidrnem of 711 S'and be installed as follows: - - Panels shall be hnst-al{ed sfn:ng$r axis panel to sirtds. ff. 'M horimdl joints shad ocra>r over and bd nailed to framing. M- Dn AVIe s-infy constucfion,panels shall be atiached to bottom pimps and tnp.memher of the double --------_-._..-- --. —Dn tsuo.shnry Lg1n iron, F sh dffa .tolhe tap me mh er-oUhs upper double top-- ---- plab and to band joW at bofbm of paneL Lipperafiadvant of lower panel shall he made to hand joist and lower affarhment made to lowest pt&at first fioorftming. V. Horimrrfat nail spacing at nimble tap pbdE--, band joist.;,and girders sh4-be a double row of Bd - staggered at 3 inches on cerbr per figures below_Vmlrat and Hmimnfal Ahagfng for Panel Attachment S. Gbzing prDhu:fJ=a)'new house orhorimntal addiflon—rewired ff prnjecfis i mule or ciosasfa shore(gener*,soufh of Rh--ZB or north of Rfe.S) ' � b)verficai add�fion—not r rmless theta b F- RT^ve renrnr�on in the fast'fionr c)repiammentiyMclows—needs energyconmrra:fion mmpffance only(chap 23) S.Wood Frame Const-action Manual ACM)for 110 MPH,Exposure B maybe obtainedf=n the Americ&I Wood Caunaff (AWb) - - - F 1AAJ= --4 WAS S cl 11 - ll [ ` a4 I 1 t , •it !L� f t t Q t iL 11 T i t l C. t4 t!� r ' - I ` i It 7 i F Li t • t t _ a I t it hl L-� [ IF d L t ii i1 `I l t i I ri -P., s sa IL t Il L! jf • IL£ ii iI i • 11 t IIL l I s=- - 3ISt u ItIF 7t il"it�� •� - -� L i t i Ill, IL i L ► , TI - .Il fit � • — —_ —�—_ - N -` krkVG - i ls4�PEQ'rffar _ PAIM ` See Bali pn Next Page - - -Ver5cal and Hcdmrr [hf' DeW • for Parn�Aftarhrnent ` VernGai Bnd Nrrfal hlailmg foF Panel Afischrnttif ' _ The Cammarweafth qfMassa&=e& D epwbaent afrudasoidAcddz Office V' . 600 Wa&k7ig#na, `hwd Boston,MA 02HI Workers' CumopensaffimIumrmceAffidavit:Bwlders(Cuu ers AppHcamt Iafmm afiGu Please Fxi&Env I`dame -eLJkffemore Add�es rrl I %4,1",A '1-Y4- /y1)-q G 2,4 S--"- 0 -7S' phow ig-- s Zfo (off Z. Are you au employer?Check the appropriate bem Type of project(requimdl : L❑ I ant a employer with 4. I mn a general coafractur and I - employees(full and/or part4ime)�* hage hII'edffie sub G. New couskuction 2.❑ I am a so•Le psopsietcur orpattaw- usted oafbe atukc sheet. 7- ❑modeling ship andd have no employees These sub-caafxactas have 8- ❑Demolition waking far me is any capacity- en3EA andhave wodmrs' INo wadnars'comp-rnmxraace comp-immuzwe# 9- ❑Buumg addition. -1 5. We are a corporafiva and its 16-❑Electrical repairs:or adddious 3.❑ I am homwmaw doing a1I virmk officers have eKermed their 1L0 Piumbingrepairs or additi=s mysdf[No wcxrkam'ormQp_ riot of pex M(M 2❑ of rqxim iFsssmaocere dj i c.M¢1(4k aodwebaveno empkTem[No worms' 13-0 O&er •�apappE7�td�stcbeds'E�s�lnauYakoffia�th¢secBoaheTaa �r$iaa�ceis'm�easat;nupo�in � t�aaieoara�assho sahagt dos tf�das�ing Seep u� sg�a�s�dBzen}�xe a�sid�caa�st sabaiitanesvaffid�eid mdi SurT, =Cam®g$�Cci�cYiids6memast ttariv =gAiNg she sbox�mg&m"n ofthe smdstate arnMfbme hsee • � .�� �empIvfe�,tfiegnmstgmFidei�r a�-e2s'�.goTicp mmhez -Tam art erripz*w dtatis praviding workers'canTensulion az=rasce ter my amplQ wm R&W is the puiicy aid f ala sits Iasm�se Campafrylame: P71)'A rr e s� A ,. L Parley 44 or elf-irrs.Lio �s�av� 9oUis�i� --7 ffipimfibQDd,: Job ssiteAddre 111 .� ,�Q r�!1C1 C. � Akk cftYrstaerip A/a Sri,s -t A,��(c(2 Aft2ch 2 copy of the waarkere compensatioapolicy declaration page i(showmg the policy der and e3paa-doa date). Fame to swur-coverage as requireduader Sw ion.25A o€M(H c� 152 can lead to Sie imposition of criazinai peuaHYies of a fm up to$L 50D OD and/or one-yearimprisonmenk as WeR as civil peaslties m the fo=of a STQP WORK ORDERaud a fmie of up to$25( J a dap a the viosatflr- 3e advised drat a Copy of this statement maybe br4varded.to the Office of. Investiptions of the DIA for')FMM coverage vedficstion- Ides&ex-sby tz andpanaflces Fer�tiry'f7tatflrsutforara€iaapro d�dabatisigtressacidarrrect Date: 0Pimne ul Z G 02id d ass ordp. Do not wrke in tftts 4mrea, be cmnpleted by city arts jm official C*or Tana: Permlifficenre# lssnmg AUBorify(dreEe One): 11 L wand of Health r.BuMhg Deparftmsnt 3.C dyTo n C wk 4.Electrical Inspector S.Phunbing Inspector 6.Othet` Court Person: Phow 9- 6 ►J: •r Its i=1■. - ■i' .f.■/i� �•■f1�- I .+[a1/ ••�R t• ■1 ■• f- ••■1■.f�R I.1■f If iif •[••I• a•1 a• ■ M■ln • � all • ■ JI/I I •:JI /i]fal if : _il at•1 ■►1■: rr.• ■■iR/►/r _`4•rlr.)1•■ r•1 r• _t■•// •1 ■tt� i•'J: �'■ltl • ■1 ./■• ••• • a■•I " �■ n : •u i+n■. n•�- _n• n u nu• i■" "__ - n :.�nr.■•:+ • : f> � �• iirnr ••r n i■- - • a■ n■ u■. •_t n.w ul• _w�.•wrn•I■ ■1 •u�: "-r. i+7 n a■n■ •• u_ :;nu ■•_ :•• •�' i7- •'•■�! • _ ■• 1/• a•1 ■.`t■ 1• as•/ •I:II tlt ?- .■•:] t■1 ittl :■7• ••■1• wY■ to�' i+■f fl ■f • r►If.■■1 • ff :Ia■ l�• 1■ iilal■ •• I iiR■]■ II ■• ►■-1111f:if.■■r •1/ f f r••]a •] r_ft ••■/. •1■ 1 ■ ■•• Ill►.� 1•tl." • ••la t■ J •It■• •• f■1 ■►t •■/f•1 ails./■1 l7 ii - It a. 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I algal•:■n�. n na►P�f .• 1' 'a n i+R uu ••Ia1 •■ i'tflf •• ••. •a1 a ■•.n ll as i3■■•ii • /J ■■�? -7 ■• i■of if ■• 69/ ^•R(V oil teBID ••- /• if■ t i■ _■ • n. u i■•. •t n- • ■•rn nt�a u n ��r./m i+n • ■/ta u- r _ ■ ■ - .■ a • t la ■ ■- _u- ■a r. ■- : Gll- ■■ ■ •- -m m m as •" t n u• ■ n.t u" _nf►r_■ul a i►" •im■ • u ■•- rw■i:aR �it■l ■ ■■ •:• .n• afi,•n7 _:l •n_ n" • ■ •• :■ - �■•■1 �■ u ••rol •••Rail ■tin■�f••:••/■ ■• 1 ■ .: r.l n" ��/.I t■f ii■1 u- •uw■r w of •" ■ 1■V•1 �• 6•Ifal►_n ■•t • i?l as- 1 " 1/ ■1 •■[ - i1• ■Pln•q /L if dr tl••tl•-la- all- `l P/:■ bf fill ■ •1 • • ■�• / � n r•anti • I •- •I - ■■_I ■a- ■a• •t rfl■tn I" :f■• ••/I/ti■ J■ • ■• ■n■_ •t • •► a 71 f I to ■■w s4Aa51 a Oi■r • ■•.+l_:uof ■: n r•nr •f _.rfw: a of v.■ r_ - r I n G� n n" •1.n1 t iil - ■Ito■•r ••■■ ► •• 1 ■ - • �■ •• 1►Iat 1 tlt �■• I t■■ ••:■1■ tl■ :it Is Il•l a■ ■ `•l•t/ n ► •lf •is■Il It riff :i■■ r:■•It to •tt• •l•�l •i:l a> • a[ •1.O- ■•1 1 ir.�-�.t .[f■ ►1■•.� •■ ti17" ••1 wV. ■ n-•a •r • u .�■t.• t u. ■. •iift •�•■+.1• rnm►■ u u.n.•i t • n " wl :n/ r:n. /t •• ■■_ ■ R■:• 1 •f CI- 1.1 allot ■aan w • rill .+ l- -�■ •►■if - _ ••■1 - •••■� • Mal/i±l ■f r ttttf� riff� •1 •ii■tl a f• ■i■ [• .■► •■Yn�. • r•Inna� w •i1•■tl - r•• ra■ • ■aen 1 n r ou - it t [i. aft � i//■■ i■ at rI1Il1/ s•l' ■1 ■■■- ■- � �■ • 1 •w•i■•:n m ^•■ • .�- n u.n. ••t u _■•.n r- •1 •n r••r it .n m :n• ■f• ■ •• t.• .0 ••i.■tm Ik O w a n[a■ : a as ...�. r "f l m -n■ r. non f.� r- •.rr�rr r_r ••=o= ga r ,s wv: r r�r•rr. 1•:]r.a rn:;r a ••inky■� ►. .c,• A �1 i �s...tin n• t•• • ►_ Town of Barnstable Regulatory Services t PIAM Richard V.Scali,Director - �„�a Building Division Pant Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 509-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I • --j� 2 D f )as CNPner of the subject property � ss hereby authorize (Ar iT P-ftttl P,Ar 12(1 US J:dle to act on my behalf in all matters relative to work authorized by this building permit application for. ITC►in A is (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. •Gtzre of Owner S' of Applicant Print Name t e Date Q:FORMS:OWNERPERMISSIONPWLS Town of Barnstable Regulatory Services ptr Richard V.Scali,Director ` Building Division • 1ARNBMASIl, Paul Roma,Building Commissioner MASS 639. �� 200 Main Street, Hyannis,MA 02601 Ep www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire-to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page- this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit fomis\EXPRESS.doc 06/20/16 ._t:,-,s =:husetts -Department of Public Safety `�° Board ` 3uildiry R4 wguiations and Standards �. Saupet a i�or LI Lu License: CS-103019 JEFFREY D WMYTE ' 32 Plymouth Roams imp p Yarmouth Port NFA 0105 ® Q® .�iC..•�� ,� „`�. Expiration Commissioner 12/03/2016 Office of Consumer Affairs R Business Regulation 4 -;HOME IMPROVEMENT CONTRACTOR I Registration: . 165058 Type: j Expiration: 12/17/2017 Individual JEFFREY WHITTEMORE JEFFREY WHITTEMORE 32 PLYMOUTH RD. -- YARMOUTHPORT,MA 02675 Undersecretary Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991m)of = enclosed space. Failure to possess a current edition of the Massachusetts ' State Building Code is cause for revocation of this license. For DPS licensing information visit: www.Mass.Gov/DPS License or registration valid for individul use only f before the expir.-t on Jfite. If found return to: f Office of Consumer Affairs and R Isiness RegulationI' 10 Park Plaza- Suite Sl'i0 ! Huston,NIA 02116 �— X- Oignatue J . ELIZOND OP ID: PS CERTIFICATE OF LIABILITY INSURANCE DATE(MM/2 r) � os/os/ o1 016 s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements). PRODUCER CONTACT Edward J.McGrath Insurance NAME: E.J. McGrath Insurance Agency P.O.Box 1003 HONE Ell:508-385-2454 FAX No): 508-385-5991 Dennis,MA 02638 E-MAIL E.J.McGrath Insurance Agency ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:The Travelers Insurance Co. 01899 INSURED Minor Elizondo INSURER B:Commerce Insurance Company 126 Higgins Crowell Rd INSURERC: W Yarmouth, MA 02673 INSURER D: INSURER E: 46 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS l� LTR IN D D POLICY NUMBER MM/DD/YYYY MM/DD/YYYY B X COMMERCIAL GENERAL LIABILITY r EACH OCCURRENCE _ $ 1,000,000 •- CLAIMS-MADE - OCCUR BGMGWG 01/22/2016 01/22/2017 DAMAGE TORENTED SO OOO PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 ° GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 •r POLICY PRO ❑ LOC PRODUCTS-COMPIOP AGG $ 2,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y A ANY PROPRIETOR/PARTNER/EXECUTIVE — N/A UB2E67622A16 01/23/2016 01/23/2017 E.L.EACH ACCIDENT $ 100,000 D?OFFICER/MEMBER EXCLUDE (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION BARNT01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE E.J. McGrath Insurance Agency ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Town of Barnstable Regulatory Services .1 A�V'INCF�Rf�y f MAM Richard V. Scab,Director Nua Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 , www.town.barnstable.ma.us Office: 509-862-4038 . Fax: 508-790-6230 Property Owiier Must eIJkD//V(' Complete and Sign This Section ®FAT If Using A Builder Sep I To ?016 �VN opg4"NS �ABL� L& as Owner of the subject property ' hereby authorize ' to act on my behalf, in all matters relative to work authorized by this building permit application for. e-// �1 eme 7 � �1 (Address of Job) **Pool fences and alarm are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Q , /�V/7 Signature of Owner e f Applicant 4 nl c: �IyaLfS Print Name Print Nare Date Q:FORMS:OWNERPERMISSIONPWLS r - Town-of Barnstable Regulatory Services Richard V.Scali,Director Building Division • sAaxerABIA • Paul Roma,Building Commissioner KASEL ��i� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: l number street village "HOMEOWNER": 1 name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provicfe_d�hat the owner acts as supervisor. DEFINITION OF HOMEOWNER' Person(s)who owns a parcel of land on which he/she resides or intends to reside,/on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A persn�who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the B ling Official on a form n acceptable to the Building Official,that he/she shall be responsible for all sued work performed under the buil ding"permit. ermit. Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with a State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of B le Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner .engages a.person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this-exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules do Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page- this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXTRESS.doc 06/20/16 Mass. Corporations, external master page Page 1 of 4 rr Corporations Division Business Entity Summary ID Number: 223190452 MRequest certificate 1 New search Summary for: LIVING INDEPENDENTLY FOREVER, INC. The exact name of the Nonprofit Corporation: LIVING INDEPENDENTLY FOREVER, INC. Entity type: Nonprofit Corporation Identification Number: 223190452 Old ID Number: 000392759 Date of Organization in Massachusetts: 04-28-1992 Last date certain: Current Fiscal Month/Day: / Previous Fiscal Month/Day: 06/30 The location of the Principal Office in Massachusetts: Address: 550 LINCOLN ROAD EXTENSION City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Resident Agent: Name: Address: C City or town, State, Zip code, Country: The Officers and Directors of the Corporation: Title Individual Name Address Term expires PRESIDENT DIANE ENOCHS 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected TREASURER DAVID WAGENER LEARY 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected http://corp.sec.state.ma.us/Corp Web/CorpSearch/CorpSummary.aspx?FEIN=223190452&... 9/15/2016 Mass. Corporations, external master page Page 2 of 4 SECRETARY, WTLLIAM MCKELVEY 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected. CHAIRMAN JOANN SIMONS 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is duly Qualified and Elected VICE PETER BARRETT 550 LINCOLN ROAD EXTENSION Until CHAIRMAN HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected DIRECTOR FRED MISILO 550 LINCOLN ROAD EXTENSION Until. HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected DIRECTOR PAMELA DEMPSEY 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly, Qualified and Elected DIRECTOR JILL EDELSON 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected DIRECTOR NANCY JONES 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly - Qualified j and Elected DIRECTOR JOSEPH REARDON 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected DIRECTOR STEVE ROTHENBERG 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=223 19045 2&... 9/15/2016 Mass. Corporations, external master page Page 3 of 4 DIRECTOR PETER CAPERNAROS 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Quaified and Elected DIRECTOR RICHARD WEIR 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Quaified and Elected DIRECTOR JODY BELLOWS 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected DIRECTOR FRED SIEVERT 550 LINCOLN ROAD EXTENSION ' Until HYANNIS, MA 02601 USA Successor is Duly Quaified and Elected DIRECTOR KATHY TITUS 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected DIRECTOR PETER BOWMAN 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS .. Annual Report` Application For Revival - Articles of Amendment Articles of Consolidation - Foreign and Domestic v View filings Comments or notes associated with this business entity: i http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=223 19045 2&... 9/15/2016 Mass. Corporations, external master page Page 4 of 4 r `V New search a http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=223190452&... 9/15/2016 Page 1 of 1 272044® < N 20 9 CC 272047 D272M N 15Y 272204 N 153 O N•119 272209 272046 N120 ,; 272173 #191 272048 ,gyp N 160 N 57 ;tee 272205 ,t. N 129 272210 N 130 t 272065 272172 N 168t 4 071 272034 N 172 � T2,735 " .-gym8 272200 N 141 272211 ` N 140 272033 N 15 272171 N 83 ra 272102s 272056006 '. N25 N160 272026 CNO 1t 272170 N 95 272066006 „m. 032 ° Z�y 272169 V 6N 109 http://66.203.95.236/ArcIMS/output/AppGeoApp_gisweb430425... 8/14/2012 v�� �� � �ti .�7 c C�i4=�1�•1 ' m j ' �Do5"� -6�15 HThe The Hanover Insurance Company 1440 Lincoln Street,Worcester,MA 01653 anover Citizens Insurance Company of America 1645 West Grand RiverAvenue,Howell,MI 48843 Insurance Group- Massachusetts Bay Insurance Company 1440 Lincoln Street,Worcester,MA 01653 The Hanover Insurance Company CANCELLATION NOTICE To: TOWN OF BARNSTABLE MA � ry _® t+ u r. C Re: BOND/POLICY NUMBER: BLN9232752 WHEREAS, on or about 8/2/2012 The Hanover Insurance Compa.y , as Sur XL Executed its bond/and or renewal of bond in the penalty of: Five Thousand Dollars ($ 5,000.00 ) On behalf of BAYBERRY BUILDING COMPANY INC as Principal, in favor of TOWN OF BARNSTABLE as Obligee (Nature of Risk Street Permit ) and WHEREAS, said bond by its terms provides that the said surety shall have the right to terminate its suretyship thereunder by serving notice of its election so to do upon the said Obligee, and WHEREAS, said Surety-desires to take advantage of the terms of said bond and does hereby elect to terminate its liability in accordance with the provisions thereof. NOW, THEREFORE,.be it known that The Hanover Insurance Company shall at the expiration of 10 days after receipt of this notice or 8/13/2012 12:00:00 AM whichever is later be released from all liability by reason of any default committed thereafter by said principal.- Signed and sealed 8/3/2012 10:56:18 AM THE HANOVER INSURANCE COMPANY BY: damb Vi2mdx� Sarah Vandtoof, Attorney-in-Fact _ Reason for Cancellation: Other Project complete. T -cc:-M. K. Lovelette Ins. BAYBERRY BUILDING COMPANY INC t r F Barrows, Debi From: Geoffrion, Denise Sent: Tuesday, August 14, 2012 10:37 AM To: Barrows, Debi Subject: RE: Road Opening Permit That's a private road -so no I don't. Denise Geoffrion Dept. of Public Works 382 Falmouth Road Hyannis MA 02601 Phone 508-790-6400x4935 Fax 508-790-6406 -----Original Message----- From: Barrows, Debi Sent: Tuesday,August 14, 2012 10:36 AM To: Geoffrion,Denise Subject: Road Opening Permit Hi Denise, do you have a road opening permit for 141 Schooner Lane? Thanks Debi 1. ' 1 S11"59'02"VJ 130.53" C4 Lot' 1 a z,uj Aree=31,1 27± Sq. Ft. o Or < 1 0.26± Acres v 0 � CONCRcTE I,31 FOUNDATION 45 `r cl TOP FNDN, ELEV. = 67:97' © (L N,) Ci , N 12'43.'16"E 83.26 SCH00a"NER LAkE Y 0CE #03-123 FOUNDATION PLOT PLAN • PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY- OTHER USE ' LOCATION 1-4s1 C-HOOFO i`�R'�G NE-- ' ;N-lS,,MA SCALE 1" = 20', DATE : SEPTEMBER '3 4, 2011 REFERENCE : ASSESSOR'S 1lIAP 272 PARCEL 206` PREPARED FOR: LOT i S 610 95&46 BAYBERRY BUILDING I IiEPEBY CEI?TI l' THAT THE STRUCTURE _ SHOWN ON THIS FLAN IS LOCATED ON THE GROUND AS .SHOWN HEREON.off EL W S f- to2-ssaa 1 0 1 A sc� x-saso � � A ctown cape engineering, inc. } CIVIL ENGINEERS )) LAND SURVEYORS t —X"------ P 939 Main Sfreef — YARMOUTtiPORT, MASS, DATE RE SURVEYOR SURVEYOR Town of Barnstable Building Department - 200 Main Street BARNSTABLE• * H yannis, MA 02601 MASS. 9� s639. A, (508) 862-4038 D MA'i Certificate of Occupancy Application Number: 201104123 CO Number: 20120020 Parcel ID: 272206 CO Issue Date: 03106112 Location: 141 SCHOONER LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date S ned 4' TOWN OF BARNSTABLE �tHE 201104123 BARNSTABLE, Issue Date: 09/01/11 Permit 9 MASS. 1639. Applicant: MORIN,.JACQUES N. Permit Number: B 20111871 Argo s Proposed Use: DEVELOPABLE LAND Expiration Date: 02/29/12 Location 141 SCHOONER LANE Zoning District RC-1 Permit Type: NEW,SINGLE FAMILY HOME Map Parcel 272206 Permit Fee$ 724.20 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 57770 Est Construction Cost$ 142,000 Remarks -- ! APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY HOME 3 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PR Building Permit Issued By: THIS PERMITTCONV EYS NO RIGHT TO OCCUPY'ANY:STREET,ALLEY OR SIDEWALK.OR ANY PART THEREOF,EITHER TEMPORARILY..OR PERMANENTLY ':ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED.UNDER THE BUllA1NG CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS.WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM:FHE DEPARTMENT OF PUBLIC WORKS::THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE'SUBDIVISION- RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST,FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED'WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). W. e✓, -`"k. a;'4.s. a g M,Ra� ?Y -.. � r j, �r' M 5„ t f/ �,�,,1Yu` �� ,F BUILDING INSPECTION APPROVALS PLUMBING INSPECTIONAPPROVALS ELECTRICAL INSPECTION APPROVALS 1 OK 2 �r V' j USA 2 l '' lsb� ✓PAJIWf 2 �L 4z (L' 3 � �'.t- (� 1 Heating Inspection Approvals Engineering Dept ` Fire Dept 2 Board of Health I C.v { T F r S e ' 1 u 1 r M I pViCF' UNIY5 CbNF1G C.Ln. Ya�QM c4EAa "� MOgI ��� TIME , tan AVG t � sAsc srnar ENrEa �, IINE tan1 �"V+n Ctu�sr � �� UGHr HOLD le 1 1NERGY tnvKl COMM 1 , �i �% 5 S r � o ' G� D � `� ' / 4 �, G� 0 Example Blank Form Duct Leakage Test Form Customer Information: Test Conditions: Name: le ... Date:_ Address: b Time: City: Indoor Temperature.(F):. �O• State/Zip: C��� Outdoor Temperature(F): (�2° Phone: 5 � 7 aCl S3 Floor Area(fe): Z,q Email: System Airflow(cfm): 1OD Cooling Size(tons): 2 Building Address: (if different from above) Heating Size(btu): 0q Street: Primary Location of Supply Ductwork: City/State: Primary Location of Return Ducrivork: Comments: MaA±4 0, .W bd A L T roc. Total Leakage Test Depress tlV Press�_ Outside Leakage Test Depress Press.. Test Pressure: gLb—(Pa) Test Pre e: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Flow Ring Fan Press Flow Duct Flow Ring Fa ress Flow Pres . Pa Installed Pa cfm Press. Pa Installed Pa cfm) Fan ModeUSN: Results• Outside Leak a(cfm): Fan ModeUSN: AAGw Outside kage as% Results: �.-R7a Z""7'7� Syste Airflow: O side Leakage as Total Leakage(cfm): `� 2 loor Area:. Total Leakage as% System Airflow: �� a Total Leakage as% Floor Area: a S C--�fo' 89 ,q�OFTHE T � Town of Barnstable BARNSTABLE.p" Regulatory Services . 9 MASS. 0 `b 039. MP Building Division pTED y A 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location � '� .� Permit Number Owner U f-L( F( Builder One notice to remain on job site, one notice on file in Building Department. ` 1 The following items need correcting: Lv X 14A us -� ��-G- G- _ v � ( � ( 7— D� S� Dg u�(�(b C-PP �(su 770/ 7 F6 o-t 7 T76 J` S fi�( or' Please call:. 508-862-4038 for re-inspection. Inspected by 4 !( UV 11 Date' J. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C 7 —z&arcel Application # �1Z� Health Division Date Issued � < Conservation Division Application F' v Planning Dept. —^ Permit Fee ` 2U Date Definitive Plan Approved by Planning Board 1 ,� Historic - OKH _ Preservation / Hyannis Project Street A j`1 dress / OLACALa Village Cl� Owner c Address Telephone 75 ' Permit Request 4 c3C4 Square feet: 1 st floor: existing proposed i� 2nd floor: existing proposed Total new Zoning District PY-A Flood Plain Groundwater Overlay Project Valuation 0 Na I 00D Construction Type Cc)OnA Lot Size m R L Grandfathered: ❑Yes �o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes,,a'No On Old King's Highway: ❑Yes�J No Basement Type: 4'F�u II ❑ Crawl ❑Walkout ❑ Other =x Basement Finished Area(sq.ft.) Basement Unfinished Area Number of Baths: Full: existing new Half: existing ' w Number of Bedrooms: ® existing new q ? Total Room Count (not inc ding baths): existing new First Floor Room Coin Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other - ' Central Air: i�Yes ❑ No Fireplaces: Existing New Existing w I v p 9 g wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ ,Z.W Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorizatio Appeal # S�k 4 �3/3Recorded Commercial ❑Yes lo If yes, site plan review# Current Use "o—ra'-a La,�,A _ Proposed Use APPLICANT INFORMATION (BUILDS OR HOMEOWNER) Name �� © Telephone Number S 0 Address License # J 6 9 ? 7 C Home Improvement Contractor# kLC c�-C� Worker's Compensation # N)W_,.,5C`)® 4 ( 1/d/�� f ALL CONSTRUCTI EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY (APPLICATION# DATE ISSUED MAP/PARCEL NO. 'r s ADDRESS VILLAGE .` OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION 4' FIREPLACE ,k . ELECTRICAL: ROUGH FINAL I K , PLUMBING: ROUGH FINAL ,i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town. of Barn-stable Regulatory Seryices Thomas F. Geiler, Director Building Division D ,rF ;, Thomas ferry, CBO, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnst2ble.wa.us J L� 'Office( 508-862-4038 Pax: 508-790-623C PLAN RE VM W Owner- Map/Parcel: 2 7 �' 0 Project Address (&4 ( Builder: `t The fallowing itern' s were noted on reviewing: L) caEcr� 7d�4o° Reviewed by: Date: ' ASSESSOR'S MAP 272 PARCEL 206 LEGEND NOT ALL SYMBOLS ZONING SUMMARY ARE UTILIZED. O SEWER MANHOLE ZONING DISTRICT: RC-1 �- FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' 4& WATER GATE VALVE MIN. LOT WIDTH - O CATCH BASIN MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' —[55] PROPOSED CONTOUR MIN. REAR SETBACK 15' S71'59'02"W 71 130.53' Lot 1 SIGN ZONING DISTRICT: PI - AHD � ti TMI MIN. LOT SIZE 10,000 S.F. o Area=12,772E Sq. F TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) �1 z Or cLEANour MIN. LOT WIDTH 65' Cz E 0.29E Acres O MIN. FRONT SETBACK 15' vWi I ('' MIN. SIDE SETBACK .10, w O ,, / ECK 66 EXISTING CONTOUR MIN. REAR SETBACK 20' w 26. 7 v 65A PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE o / PROPOSED HOUSE CD ni� GROUNDWATER PROTECTION OVERLAY & AP I GARAGE o /�� APPROX. TREE LINE DISTRICT / TOP FND 67.5 \ +50.12 EXIST. SPOT GRADE FLOOD ZONE: C m �� (FEMA FIRM PANEL# 250001 0005C) 9-19-85 67.0 • y, PROPOSED LEACHING PR 6'X74' EFF. DIA PITS REFERENCE: `� SEWER U' INV EL SEWER LINE STUB NG B3.2' W - WATER LINE RESIDENTIAL SITE PLAN F N G GAS LINE A- \� 12'43'16"E 14 PREPARED FOR: E U.G. ELECTRIC yy ANTIQUE STYE POST LIGHT BAYBERRY BUILDING /y E E E E — T LOCATION : LOT 1#141 SCHOONER LANE 6 S M H 1 -� SCALE 1" = 20' DATE : 12-18 107 IN\/ 61 .54 GONE yNDF,tM SN DF,N c F SHEET 1 OF 2 ;Iys. 34r. —I6LA. yc�, DANIEL +ems -soft-362-a611 X. OJALA. A. y. f.506 362-9660 ri CIVIL OJALA Noc46502 o No.:40980 's rF down cope engineering, inc. 86 o C/V1L ENGINEERS Scaler"-20' SIONA4 VQ $ '_rl LAND SURVEYORS DANIEL A. OJALA P.L.S.'P.E. DATE 939 Main Street — YARMOUTHPORT, MASS. 0 10 20 30 40 50 FEET -- JOB 03- 3 03-123 PROF.DWG DAO The Corrurionivealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,M4 02111' wtvw.rnass.gov/did ' Workers"Compensation Insurance Affidavit: Builders/Contractors/Electricfams/Plut bens Applicant Information .Please Print Le I Name (Bustness/orgenization/Individual): r 1Lddiess. lSly 7 e Ili City/State/Zip: �lR Phone.#: Are u an employer? Check the appropriate bog: :Type of jest(required):• 1; I am a employer with 4• ❑ I am a general contractor and I * , have hired the sub-contractors 6. New construction . employees (full a:QNDr part-time), Rembde 2:❑ I am a'sole proprietor or partner- listad on the'attached sheet 7• ❑ l ship and have no employees These sub-contractors have 8. [�Demolition maployeev and have workers' '*orl ing for me m any capacity, t• 9. ❑Bu lding addition [No wnrkese' comp,m�ur nce comp,insurance. 10.0-ti ctricalrc airs or additions requred] 5. ❑ We area corporation and its p 3.❑ I am a homeowner doing a'11•woik officers have exercised their 11.❑Plumbing repairs or additions ' myself[No workers' comp. right of exemption per MGL 12,C]Roof repairs insurancb.re , fi c, 1�2, §1(4), and we have no 4 edj employers. [No workers' 13.❑Other comp.insurance required.] Any applicant that ch fill o ali box#1 must also out the section below showingworkers'compensation their work 'compensation pok fi fnrmafim- f I3ommwoers,wbo'subinitihis affidavit Indicating they are doing all work and tlirn hire outsida_contractors must submit anew affidavit indicating such. , tconb etors that check thi9box mutt attached in additional sheet sbowing the name of the pub-contractors and stat;wbether ornotthose c His have employees. If the a6 contractors have employers,they='st pravidn their workers'comp.polidy number. I arm art employer that Ls providing workers'compensation insurance far my employees. Below rsthe policy and job site' information l Insurance Company Notne: � C lC� Policy#or Self-ins.Lic.#: r' CPI (C;q 9 E I C) 1 Z®t1 Expiration D ate: -z— lob Site Address: city/Statemp: '�' B`^� ' Attach a copy of th-e workers' compensation policy declaration page'(showing the policy number d expiration date). Failnre•to secure,coverage a6 required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine lip t6 $1,500.00 audio"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 against the violator,•Be advised that a copy of this statement maybb forwarded to Office of' Investigations of the for insurance covers e-vcrificatian, I do hereby certify uxde eparns•andpenaIftes a erjury that the Information provided abov,i fru and correct. Si store: `(. E Date: Phone# 00 Z Offzciaf use only. Do not>vrtte in this area, to be completed by city or town officiaL. City or-Town' ' Termit/License#' Issuing Authority(drde one); :1.Board of Health-2.BuildmgDepartment 3, City/Town CIerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: i Hthe The Hanover Insurance Company 1 440 Lincoln Street,Worcester,MA 01653 anover Citizens Insurance Company of America 1 645 West Grand River Avenue.Howell.MI 48843 Insurance Croup.. Massachusetts Bay Insurance Company 1 440 Lincoln Street;Worcester,MA 01653 STREET PERMIT BOND Bond No. BLN9232752 KNOW ALL MEN BY THESE PRESENTS, that we, BAYBERRY BUILDING COMPANY INC of CENTERVILLE,MA 02632 as Principal, and © The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance' Company (A New Hampshire Corporation), as Surety, are held and firmly bound unto TOWN OF BARNSTABLE , as Obligee, in the penal sum of Five Thousand Dollars , good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators, jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to open, occupy, cross by vehicles and obstruct a certain portion of a public sidewalk/berm curbing street or way in said Town or City of Hyannis Lot 1 141 Schooner Lane NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the 2nd day of August J 2011 BA ERRY BUILDING COMPANY INC Principal B . (Seal) 0 THE�,1141545tfittlhrp�fi� OU E TTS BAY INSURANCE NS RAM PA O MASSACH COMPANY Y 1972 By: y•. �` Attorney-in-Fact 't - .• JO MCSHER y- rilliitrl'�" - III .z. Bond No.:BLN9232752 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint JOHN J MCSHERA Of West Yarmouth,MA and each is a true and lawful Attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Street Permit in the amount of $5,000.00 and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company, in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982-Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) THE HANOVER INSURANCE COMPANY \\\\\\N0\U\11IIIII///// MASSACHUSETTS BAY INSURANCE COMPANY �w�O G,,� ��Nw^+«• p / y CITIZENS.1 SURANCE COMPANY OF AMERICA a� ,. o.Cn ® sores SEiLL co Mary Jeanne depson.Vice Preside t /nnllnu Robert K.Grennan,Assistan Ice President IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by a Vice President and an Assistant Vice President,this 2nd day of August 2011 THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 2nd day of August 2011 before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said insl - - - - - - - - - - --- WM PVW I kPlefy Public camow d wu Wcmnrp�Epwlal My commission expires on November 3,2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 2nd day of August 2011 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITI S INSU NCE CQM1 ANY OF MERICA 7 Step .Bi8u1,fSssislJnt Vice Antsdt�nt� I Affidavit of Su antial Financial terest rn 1, Cam- S V + ' ��.r.. of 1 , on-oath depose aLbl state as follows: 1. 1 am an applicant for a building permit for the property located at Map Parcel (® The address of the property is /<<( 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1°/a or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted I building permit applications.for property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted _ building permit applications for property in which I have a 1% or greater legal or equitable interest: T. Within this month, I have submitted -7 building permit applications for property in Which I have a 1% legal or equitable interest. 8. Within.this month, I have received 1> building permits for property in which I have a. 1% legal or equitable.interest. Signed under the pains and penalties of perju hisyday o , 20 2001-0050/affin 1 Client#: 15089 2BAYBERRYBIJ AC®RD. CERTIFICATE OF LIABILITY INSURANCE 21141M011 02I14/2011 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling$O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency -ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED Bayberry Building Co.,Inc. INSURER A: Associated Employers Insurance INSURER B: and Jacques N. Morin INSURER C: 1597 Falmouth Road, Suite 4 INSURER D: Centerville, NIA 02632 INSURER E: 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 POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDIL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR NSR DATE M IDD1YY DATE M 1DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY - - DAM1IAGE TO RENTED PRE IISESCLAIMS MADE OCCUR - MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ - GEN'L AGGREGATE LIMIT APPLIES PER: .PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC - JECT AUTOMOBILE LIABILITY - • COMBINED SINGLE LIMIT $ _ .ANY AUTO (Ea accident) ALL OWNED AUT05 _ BODILY INJURY $ SCHEDULED AUTOS - (Per person) HIRED AUTOS. _ BODILY INJURY $ NON-OWNED AUTOS - (Per accident) - PROPERTY DAMAGE $ ' (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ANY AUTO - OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY _ EACH OCCURRENCE $ OCCUR EI CLAIMS MADE AGGREGATE $ , $ DEDUCTIBLE $ RETENTION $ - $ - A WORKERS COMPENSATION AND WCC5004911 O1 ZO11 02/02I11 02/02/12 X WC STATU- OTH- ' L� Y LIER EMPLOYERS'.LIABILITY ' ANY PROPRIETOR/PARTNERiEXECUTIVE E.L.EACH ACCIDENT _ $SOO,000 OFFICERIMEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE s500,000 It yes,describe under SPECIAL PROVISIONS below - E.L.DISEASE-POLICY LIMIT $500,000 OTHER k ' _ DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Insurance coverage is limited to the terms, conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION -Town of Barnstable ' ^ DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL -�_ DAYS WRITTEN Building Dept. - " NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 200 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. f . AUTHORIZED,REPRESENTATIVE r ACORD 25(2001108)1 of 2 #S77318/M77.317a. LS1 © ACORD'CORPORATION 1988. Vl t��,ulluutt�= Departmeu.t tit'Public S ttctA:, .$u u d uf..Buddj4ijaReggt ttu�t�s.;tnd SL�w4"ai el's ._ Cori tructiom.Supervisor?License .,License: CS 57770 ��} Restricted to , 1 G Ni, `. 1,597 FALMOUTH RD'#4 . � t , ;CENTERVILLE,M4`02632 � s Expiration: 2/16/2012 C`i;uuuuu„uc''; a' Tr#: 16331 I I REScheck Software Version 4.4.1 Compliance Certificate Project Title: BAYBERRY BLDRS Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 1 SCHOONER VILLAGE HYANNIS,MA a� Vie. Compliance:0.0%Better Than Code Maximum UA:206 Your UA:206 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. � b '. • 7r d • n • ` Ceiling 1:Flat Ceiling or Scissor Truss 1100 38.0 0.0 33 Ceiling 2:Cathedral Ceiling(no attic) 180 30.0 0.0 6 Wall 1:Wood Frame,16"D.C. 1320 19.0 0.0 69 Window 1:Wood Frame:Double Pane "16 0.340 39 Door 1:Glass 30 0.340 10 Door 2:Solid 21 0.300 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1300 30.0 0.0 43 Compliance Statement: The proposed building design described re is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed b ' ing has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory require nts listed in the REScheck Inspection Checklist. 2�4 f Ul'< 'Well. O'er Name-Title natuple D e f Project Title: BAYBERRY BLDRS Report date:08/02/11 Data filename: Untitled.rck Page 1 of 4 i s REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane,U-factor:0.340 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.340 Comments: ❑ Door 2:Solid,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. Project Title: BAYBERRY BLDRS Report date: 08/02/11 Data filename: Untitled.rck Page 2 of 4 (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Lj Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: LI Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 104.0 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 156.0 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 78.0 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 52.0 cfm(4 cfm per 100 ft2 of conditioned floor area). . Heating and Cooling Equipment Sizing- Lj Additional requirements for equipment sizing are included by an inspection for compliance with the Intemational Residential Code. Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Ll Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Ll Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: BAYBERRY BLDRS Report date: 08/02/11 Data filename: Untitled.rck Page 3 of 4 Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Lj Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) F k Project Title: BAYBERRY BLDRS Report date: 08/02/11 Data filename: Untifled.rck Page 4 of 4 , 2009 IECC Energy Efficiency Certificate Ceiling I Roof 38.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.34 6.32 Door 0.34 0.32 � :- •• � • • 'ex �z �" :. �"teem ;'y:�tP-%g Heating System: Cooling System: Water Heater: Name: Date: Comments: i 8 Q TOWN OF BARNSTABLE Building Department - Foundation Permit Date Permit # �)-Ot '7c' Name <:I- � ��1 0 KJ Location i Ltl S T ��XP, 4-jAo-- Insp. of Bldgs. Roma, Paul From: Perry, Tom Sent: Friday, March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. ----Original Message----- From: Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23 20 07 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. f Jacques N. Morin, Pres. Bayberry Building Company, Inc. . MIN.LOT AREA MIN.LOT MIN.LOT uninduM YARD SQ.FT. FRONTAGE IN WIDTH SETBACKS IN FT.M BLDG. FT. IN FT. MORT iN Fr. FRONT SIDE REAR 10,000 50,20'for a lot ` 65 t'1 .15(3) 100) 200) 30* on the radius of IL cul de sac Or-two and one-half(2-1/2)stories whichever is lesser. (1)The Planning Board may grant a waiver to the Lot Width requirement to individual lots located on the radius of a cul-de-sac provided that the grW of the waiver will result in a proper alignment of the home to the'street (2)Accessory Structures that requires a building permit shall be required to conform to all setback requirements. ` (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of twenty(20)feet. (4)The Planning Board may require a planted buffer area within any required rear or side yard setback area. F) Parking. A minimum of two 2 ( ).on-site parlldn g spaces per dwelling unit shall be provided. A one car garage shall count as one parking space. A two car garage shall count as two parking spaces. , C) Phasing. The applicant, as part of the application for subdivision approval,may propose a phasing plan identifying the number of building permits requested to be issued in each year of the phasing plan. The Planning Board, upon a finding of good cause, may vary the provisions of Section 4.9 (5) (a)-(b) and.(6)(b)(i)- (iii)herein and allow for the allocation to the applicant of the number of building permits proposed in the phasing plan or any different number that the i Planning Board deems appropriate,provided that at the time of the granting of. the special permit, that the determined number of building permits are available and that no more than 1/a of each year's allocation under Section.4.9 (5)(a) and (b) shall be allocated to the applicant. Every permit allocated to the applicant by the Planning Board shall be included as part of the yearly building permit allocations under S ectiori 4.9 (5)(a)-(b). There shall be no extension of a Building Permit granted under a phasing plan and any unused and/or expired• permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. E)..Visitability: The Planning Board may require that some or all of the dwelling units provide access for visitprs'in accordance with the recommendations of the Barnstable Housing Committee. 5. Affordable Units. At least20% of the dwelling units shall be Affordable Units, subject to the following conditions: A) The Affordable Unit shall be affordable in perpetuity: A Deed Rider shall assure this condition. The Deed Rider shall be structured to survive any and all foreclosures. onneLl 7dVi11aor1�evelnnrev1 I I go4fmal I II w TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map 7 2- Parcel Zr b Application#C� Q Health Division Date Issued L4 no Conservation Division Application Fee mo�. Tax Collector Permit Fee `7 Treasurer f r if �4?,5 Planning Dept. �'7 , Date Definitive Plan Approved by Planning Board �0 Historic-OKH Preservation/Hyannis Project Street Address `f/ s c y o at, - h L ®t Village H X19W$44 S Owner J-/9 c Q it 1FJ Al a 12 'N Address /U-9? /-�d 1-*1 o K-t,4 RP C to,4 I', 17,4 Telephone �70 'Z_—7 7J z 2— Permit Request b WI /mil et" S d 101 , l t tiw otr 7ac-r A7 Square feet: 1st floor:existing proposed 74T 2nd floor:existing proposed S Total new �6 6 Zoning District p Flood Plain � Groundwater Overlay Project Valuatio 6q L2 3 Construction Type W dod f k4 Lot Size Da 2- 6 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure /L Historic House: ❑Yes o On Old King's Highway: ❑Yes "lo Basement Type: Xull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) / 0 7$ Number of Baths: Full:existing new 2— Half:existing new / Number of Bedrooms: existing new Total Room Count(not including baths):existing new t4 First Floor Room Count y Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: *Yes ❑No Fireplaces: Existing New K— Existing wood/coal stove: ❑Yes UKTO Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing lew size I NX?ZShed:❑existing ❑new size Other: # K b g7 Sl,3 Recorded 1-"� Commercial ❑Yes 1010 -Ityes,-§i e R o 0 k 2 l a33 c� I r� Current Use---"G a_ Proposed Use ' ba-`-�. - ; BUILDER INFORMATION ; Name yk 1, Q L Telephone Number S__Oef'' 7Z> " keFZ- Address ZAQ E_ v7& /PJD License# O 5^ 7177 !� r d- 63Z Home Improvement Contractor# Worker's Compensation# +IcC- 0014 l P o/oI ov ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO d D fJh SIGNATURE DATE Z1.22-1 O FOR OFFICIAL USE ONLY ' 'APPLICATION# ; QATEISSUED MAP/PARCEL NO. `^ R r ' ' ADDRESS VILLAGE r OWNER r � r r DATE OF INSPECTION: f FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL " z GAS: ROUGH FINAL F FINAL BUILDING r `a DATE CLOSED OUT ASSOCIATION PLAN NO. r The Commonwealth of Massachusetts Department of Industrial Accidents y Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): �L,:cL.' c._LL2 f \Y Address: City/State/Zip: G-)e,,,,U-,L.U1_JLe jAa- C)6&lPhone #: Y0 Aree u an employer? Check the appropriate box: Type of project(required): I am a employer with 4. ❑ I am a general contractor and 1 6. []IN' construction employees(fall and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] 'Any applicant that checks box#1 must also till out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an emplover that is prov' in�g workers'compensation insurance for my employees. Below is the policy and job site information. j Insurance Company Name: La�t�.� �''� — Policy#or Self-ins. Lic. #: 5cnO l7 �� 1 206 7 Expiration Date: c -2 k Job Site Address: ' f3�i \ f C�/1i� � AiO_6,�601 ( - _ 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 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 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations Of"the IA for insurance coverage verification. I do Hereby certif inter the pains and pep 'e perjury that the information provided above is true and correct. e Sijznature: Date: _ yl Phone'#: - e, 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#: 08/27/20,07 11:29 FAX 508 771 2116 Jacques Morin i OFFICE TRAILER IA005 1IM7106 MYOB/ExW IM PM Permit Number NMCcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:BAYBERRY BLDRS, CITY:Barnstable STATE.Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached T-TEA'1'1NG SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 11/20/06 DATE OF PLANS: 11/20/06 PROJECT rNFORMATION: P>"i4A1TCICXET`¢ _- I COMPANY INFORMATION: MAP INS.CO COMPLIANCE:Passes Maximum UA=354 Your Home=281 20.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value I I-pilctor UA Ceiling 1:Flat Ceiling or Scissor Truss 990 30.0 0.0 35 Wall 1:Wood Frame, 16"o.c. 1940 13.0 0.0 148 Window 1: Wood Frame,Double Pane 134 0.340 46 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1100 19.0 0.0 52 Furnace 1:forced Hot Air,85 AFUE COMPLIANCE STATEMENT: `fire 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 Massachtysctts Energy Code requirements in MECcheck Version 3.2 Release 1 a. The heating load f is building,and the cooling load if.appropriate,has been determined using the applicable Standard Design ondi ons found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the esign load as specified in Sections 780CMR 1310 and J4.4. Builder/Desi -a- ~ Date //f �- R3A2 30 08/27/2007 11:29 FAX 508 771 2116 Jacques Morin OFFICE TRAILER 19006 MY081 CIO 1f51 PM MECeheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 11/20/06 TITLE.BAYBERRY 13LDRS, Bldg. Dept, Use J I Ceilings: ( ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: -� Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 1 b"o.c.,R43.0 cavity insulation Comments: Windows: [ } ( 1. Window 1:Wood Frame,Double Pane,U•factor:0340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break! [ } Yes [ }No Comments: I Floors: ] I 1. Floor 1:All-Wood Joist/Tiuss,Over Unconditioned Space,R•19.0 cavity insulation Comments: Heating and Cooling Equipment: [ I 1. Furnace 1;Forced Ilot Air,85 AFUE or lughet I Make and Model Number I Air Leakage: ( 1 I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage wust be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures I shall meet one of the following requirements: I I. Type 1C rated;manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and scaled or gasketed to prevent air leakage into the unconditioned space. 2. Type 1C rated,in accordance with Standard ASTM E 283,wide no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] ( R.Lquircd on the warm-in-winter side of all non-vented flamed ceilings,walls,and floors. I Materials Identification: Materials and equipment must be identified so that compliance can be determined. ( } I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. insulation R-values,glaring U-values,and beating equipment efficiency Must be clearly marked on ! I the building plans or specifications. I I Page 33 I i Vcic r icuu r 11:za rAA suss 771 z115 Jacques Morin -, OFFICE TRAILER 007 ,t. ++rnroc MVOa+EiCB1 1:52 PM Duct Insulation: [ ) I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: ] All accessible,joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. ( ) I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the beating and/or cooling input to ench zone or floor shall be provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and AA I Circulating Hot Water Systems: ( ) I Insulate circulating hot water pipes to the levels in Table 1, Swimming Pools: ( ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation- [ ) I HVAC piping conveying fluids above 120°F or chilled fluids below 55'F must be insulated to the levels in Table 2. page 32 voicricuur 11:9v reA aue 771 2116 Jacques Morin OFFICE TRAILER I1008 lvrrroc ' MVOB 1 Excel 1:52 PM Table 1: Minimum Insulation Thickness fur Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature i F) Up to I" Up to 1.2 " 1.5"to 2.0" Ovei 2" 170-180 0.5 1.0 1.3 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in inches by Pipe Sizes Piping System Types Range r 2"Runouts 1."and Less 1.2 "to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Stcam Condensate(.foe feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Gulled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1,0 1.5 1.5 NOTES TO FIELD(Buildizrg Department Use Only) Page 31 �:+' "�'-^� � ✓fre L?a�:z4:2CeueacCfG e 1�13c�-[iJel� `.; BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 057770 B irthdate:02/1611958 .y Expires: 02/16/2008 Tr.no: 18658 Restricted-AG JACQUES N MORIN, 1597 FALMOUTH`RD#4 . CENTERVILLE, MA'02632 � Commissioner ' x I e VV - F TOWN OF BARNSTABLE Building Application Ref: 200708182 BARNSTASLE, PermitIssue Date: 01/24/08 9 MASS. �ArFO N319. A Applicant: MORIN,JACQUES N. Permit Number: B 20080168 Proposed Use: DEVELOPABLE LAND Expiration Date: 07/23/08 Location 141 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 272206 1 Permit Fee$ 672.53 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 164,032 Remarks APPROVED PLANS M T BE RE AINED ON JOB AND CONSTRUCT A 3 BEDROOM SINGLE FAMILY HOME-NANTUCKET II THIS CARD MUST°�BE k PO ED UNTIL FINAL INSPE�I TION -• S BEE-` MADE. WHERE A CERTIF TE OhCC ANCY IS REQUIRED,SUCH Owner on Record: MORIN JACQUE$N TR$ B LDM HA L OT BE OCCUPIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST I P TIO AS BEEN MADE. 300 BEARSES WAY HYANNIS,MA 02601 Application Entered by: PR Building <e� Issue y: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALL ',rO��R�S EWALK O.(AN»` PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICA 1.Y PEKMITT,D UNDER HE ILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND .O ATIO R 1 ►'�IJBLIC EWERS AY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT.RELEASE TH PP NT ROOM TVE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS RE RED FO LL C�NTSTRUCTI.>N WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED T THROAT EVEL BEFO FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TOE CO PLETED P' IOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL M- BERS ADY TO LATH). - 5.INSULATION. `A 6.FINAL INSPECTION BEFORE OCCUPANC' M WHERE APPLICABLE,SE' RATE PERMITS A , REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCE UNTIL THE INSPVOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT W L BECOME ULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE P IT IS ISSUEED.,AS DOTED ABOVE. PERSONS CONTRA ING WIT.`H;J R Q,1WERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.I42A). BUILDING INSPECTION P �ROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health n i I %'. LLL 244�\ �` \Y Z._€x!;IN(yt�5_:::---- ►-.. i% i i� \.e,f...SH.NCLLS Ull DETECT ORS REVIEWED BARN - - A I � BLE BUILDING DEPT. DATE )' FIRE DEPARTMENT { BOTH SIGNATURES ARE RE DATE ' QUIRED FOR PERMI7T/NG 1 _._.._.. .. .. E Lt i I t --.... I i CA MONOXIDE ALARMS II CARBON MUST BE INSTALLED PER I MASSACHUSETTS BUILDING CODE II h I ! N +I h , I 1 e 7-111 di 1 I - --= - - - APPROVED BY: " - DRAWN BY - DATE: REV IS ED DRAWING NUMBER FT . p 7 j - EL NA,NTO -- -------- I�4Pu1�i-T l.t ; ! I . - � SCALE:I./,a�°.�..G•,._.. PPDROVED BY: DRAWN BY DATE: • DRAWING NUMBER S i IL .. . 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DATE i FIRE DEPARTMENT DATE ! . , BOTH SIGNATURES ARE REQUIRED FOR PERMUTING - T 1 Y �tk�J.CK Tt� b..Ei �k�3�Sr^ .. ..-- - CARBON Mpat ASSACHUSETfS a��� MUST BE RMS '. '� � f.,C„C1.1CPI'✓�Xt��:F:S �. �^'§-�.: la-; �� 1�- .. .:e.�,_`�stZ...._� ., _ LLU ht/��. �t � - SCAIE'!� '•'-I -�r�� APPROVED BY: .. �.:' ........ DRAWN BY, T• . - DATE: REVLSED ' � �.� DRAWING.NIIMBER i 1 BI APPROVED BY: ------------------ DRAW N'BT DATE: DRA WING-..EA /z $F(LltT4 ON.2 l0�A.. r r'"I-,e4 (IJGT cZxA 0 2,� i T e.r-4r�......_. � ..-_ .- �1 l,f I IL_...'. 1 am' Ix3 .1 '}p ,�e, i v G( G/ ' 6F_Tlvr ,�`� _...... a 2 17 r _ 4 } aq p�X": cxLrcy. 8 I� • T, yt L.EY'S.T_ i" i17, _ •�.� .� : 2 A 5:i lc� 5.:.r4' 1 y cs` a <. _ - -- - - .. .. - U i.i. _. x - !� t NI 1 s I .. 1 I — j 1 a : a i ID ca cQ ! • .. ' .. �. - APPROVED Br: .. ,� .. scALE I ._ .. �--NB 3 0 (UC1` 30 � 3O - ..®�®. DATE __ __ EVLSEDV t6 O•. . i I _ ._ ...... .......... DRAWING NUMBER .. 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IZCfi-T RNIIiV APPROVED BY: ,DRAWN By - - DRAWIN ------ER. - r/z SNE%1.`t 1.I1N5ON 2�+1(a(Zni"TE"S — . �r 12 r F7 (p _... f�t= rt { G: 1 tc3 n PUJ - 5 1 6 ... .......... .. 4-4- i � 44- .. ...�. I , I t E I ' �' II CO M' 1lA; , t i -- —— --+— +-- --- — ---.r. —. 2,4.. p ip of � fin. 1 't I i , EI. _ 1 - ' f APPROVED BY: 1 ' ORA WN BY Cc?u_�:�n cry PLK�_- _.. DATE: DRAWING NUMBER Dt3 t�f��wc:rC ` ; , d II 2-xe=hrt JU�Sisr I. if � I � G , I ff _ I IJ �� � # ,I _ _ � t , k , , f i f ' � � i � •I �I ,., dd: Il'#1 ! ! ! 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D.AWN 9Y ...._........-u�-._....._-_•___ A z DATE: . • ! � - s, DRAW771 NfG UMB/ER ME ' RN, S Iteme�■■eno■o■■, �. . �■■■■■■■■Q3E01■■■■■■■■■�C s....... ....r. .............................. — ..■... �.�■�■ ..`._._._._._._._._._ommmm-m._■_.m.m.WOMEN _ ■■■■�■ - 0 ■ ■■■ _ _._._._._._._._:■T.T:T:T._._•_-_:::`:T:T:r.:Tr _0 .■.■■■ 0 ■■ ■■■ _ _ ICI ICI ICI ICI c .._._._._ommu._._.1._._._._ ■..... ■■C■■. - = - --_ ... ..... _ y �I-----mosomma:-------------------------monommo--No--.-------• - -_-m-_o_eel--s-m■_e_ememe_e_s■_■_.�me_em■ - sgl iI ^- II-- - I III I I I I I I I I (I I I I I I I ■:■ - nommenememo_ war e_e_■me_e_eme_no ■me_.m.m■_■■ �)' I I IIIIIIIIIIIIII■I�I I_I IIIIIIII_I �. r - �� ------ ova • ����.:..........:. — — ------------- omm SOME ©s ��■�---------------= ................. lmmoMm ........... ------ ----------sr: ova MM eo■__e_-..e-__mmeeee__m■esemm_.esmm■■eas__■.emm■s_■_■memms_. ■efm.e._�.m T:i:T000mi _ T _�■I�II■I I,I a■-Ila■_eI-■I.I■.-IeI■■e■■e■■_-.--./-■t__r■.ie■_■:■.e■r r•ee___■ee■t�■■e■_■eie■.�■■-■■--■■'ai■e■__e■■_■e■■__—■eee-■__—_e.-___-../e-■■___—u■.i-.-i■■■■-..Il-'■■---■■■.e--■■_.- EMEMN MIN .e�■j■-■_■.M■■_.�■��e■■:_■■__rm■■e■ae■■■i__■■—_rrn■e i. ■ e ■ n s"■ � mommummm: _iiiiii �ni:uT ■_eme_.m.ms■_■_■_ _ mm■_ si ■ i■AiMENMEMOMEMOMMENMEN _am MENMENOs � _: ewomemosswommme■ �■ em._/me_II■ _e_emel ■_ ENORMOUS ■ _ ■■■-_ meme■■o■■■■ ■e ■■o■ ■ ■■ne-mMOMMMEMOMMssem. -■■-■■e■■ mOWN.m.m.m.ms _omemo_■_em■- .� -■-._ -------- -- -----------r m o wommummommonowso �. l • _ - -_ - - - - wommommommams ossommomman -- ------------._.L._.Ie �.. — x DRYWALL -WALLS 4 CEILING _ AGE Ron W445ERMESW MEN am mommmumomm ==am= am smommommommon OMEMM II MMEMMf. �� _- m.meai�■_e_e_omeaw"Mom _■_e_■_■m■ -�---- ' /tee y. f eemem■ �_ ■_u ■■.me_.mr--� v ems■sm .--• , II Illllllli,' ��- _ _. I , ---- -- ■mememe ■-@ ■_■■.■■.■■.■■.■■. „■ ■■.■■e■■.01.111011 _o■e_ei ►.. III I �� o_e_o a ■m.m.m._.m.m■ I_em/_emem-m■ JIIIWWWIWIW �II � I � i M ME ■IMON ■� no■o■o■enene ■,■ no■eno■o■.nei - 0 3 0 _M= _ eeme_e_e_e__ o_ememe_eme■ I on eomome ems= �_-m.meme_e_■ Im._e_e_emem■ ,� , 111M I � ■...■.■■.■■ ■ e■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ IIIIIIII� I. ems- _ �- ■■.■■.■■.■■.■■.■■.■■.n see e_eme_o_■_e_■meme_eme■a ■e; ■__ _o■o■o■■■■o■5AYBEenouno■emel JOB ADDRESS DESIGN -- 5ULDING CO. VINEYARD _ CJCIJCl/.J= 01"I pSl�NS. COI�'I ®�� _ — --------------- m _ - - - LATERAL UPLIFT ------ --------- -------- -------- - - -- ---- -----------_ ----_ _ --------- - -------- ---' --- --- - ---- -- -- --- -------- -- ---- __ r 4 __ _ - � ". ____ __. ANCHOR BOLT AND - yl 3°X3"XI/4"PLATE WASHER .. - . -,, ________ _____13W__ _ ._ ______ ______ _y _____ _ __ _ __BW__ _______ ______ __ _ _____ ______ _________ _______ _____-___ __-________ - TTP.SPACING 2X6 PT PLATE SHEA - ANGLE 2XI BASEMENT - - - o.c. _ Q HEADER A- --- ---- M - p 4 _9 @ CONC.SLAB 4 _ w l MIN. - • - j TYP.30"X30"X12" W/FIBERMESH. WIC °de °d° d d•a G d , - CONC.FTC,W/3-I/2"RD. CONC.FILLED COL - - , , e °de °da d d de 0• do °d de 3-2xlOb FOUNDATION WALL_ - I _-_ i = __ -=i€ _ _:____ OF PLATES END .. _ Ir r , r , d° d de d de d -da p 6'-0" 6-0 6'-0" 3�8 6-0 Y-2° '1'-4" 2%O" ? � _ _ °da d e d d e 0 43 r v� 0, Q y - ------------------------ ---- ----- _ FIE ; 4 ------------------------------------------------------ f� ----- ----- 16 6 x O TYP. ANCHOR BOLT SPACING -. `3-2x12'e, ; •-- - _ - --' --------- ------ - , .NOTE - - v - - ' � 24'-0" L FOUNDATION PLAN 3-2X8'e PT TYP.HANGERS F. II II II II a TYf'. Toll DAM.GONG.FILLED - d F 2XS PT — TUBE 48"BELOW GRADE - - - CUSTOM - CUSTOM TOP RAIL - - TYP.HANGERS - - TYP.RIM TYP.2X6 PT SILL 11 2X8 PT - TYP.RIM IV f SIDING 0 ---------------------------- 2 ; 2X2 BALUSTERS - � 4"MAX.CLEAR - TYP.HANGERS SPACE BETWEEN Ia ICE 4 WATER BEHIND NAILER NAILING STRIP ALUM W/FLASHING TOP OF NAILER £ CUSTOM TOP RAIL - F 2XI0'e o I6"O.G. UC DECKING _ to 3-2X8 PT BEAM - - - THROUGH BOLT TO EACH POS 2X8's a IS"O.C. WITH TWO 3/4"DIAM.BOLTS.. - - - - IyrGIRDER BELOW BLOCKING a I6"O.C. . IX TRIM BIRD. - - _ _ - !_ ___ __ _ _ _ _ _ ''--_ =a TYP. ' --- TYP.JOIST HANGERS POST ANCHOR _ " ' __ __ __- - -_ _e_ _-- _ 'm . 2X8 PT NAILER BOLTED - > 1' W-3/4°LAG BOLTS 24"O.C. - " GRADE J ° = A 2XIO'e a I6"O.G. 0 F 2XIO'e o 16"O.C. QN C a� A rGIRDER BELOW_ . rJ °�> a TYP,loll DIAM.CONC.FILLED - TUBE 48"BELOW GRADE F to 2XIO'e a I6°O.C. F®8 PT 4 ib"O.G. � u �� II FLOOR FRAMING PLAN . _ 3-2X8'e PT EXTERIOR DECK DETAILS BUILDER - - JOB ADDRESS DESIGN I /ylrfa . 1�,:/l-✓C�.%o(% 0 !/� C� ���=✓0 V�o l�O1 I,-j1-O9 DATE REVISION DRAWN 8Y e � Vim°�. V ��Q jVl!-/�7 BAYBERRY WILDING CO. VINEYARD RANCI I Witl I s7 g! TWO CAR GARAGE >— N f RCNASE of DRAWNGS LeAVEe FVEGMAeH2 RFsroNseLe wR COMPL ANCE wrtN Au a o Acr e�a m RmSpROp of A„eoNaxErE rooms n)Au Fooin os a iv l tx aD Be ow FROS LME va+FT D�N. — LOCAL BU6DMC.CODEB AND ORDA)ANGEB,8 DEBiGNe H4Y NOT BE NHD REBPdNeIBLE F T M DEIH3I'I BY LOCAL W&CONDIfIONe AND ACC—ABLE (4)a'B BTRIICTIIRAL E ! FOR DD316N.SIIE 'P.Q BOX 2!S II..,FOR BIIE corIDmDde oR FOR iVff"BE OF TIAFAE oRawrre DWwNG CONBTf WGTION. —ACTICF9 OF G TFNCTION.vB21GY DEIGN weN LOCAL ENGIl�2. wRN LOCAL EWd AND BU6.DM6 OfliCIALS. �r a�rAEYE/yt • •���✓8�Y4 -9 RIDGE VENT - 1 2XI2 RIDGE - 2XIO RAFTERS®16"O.C. - 1/2"PLY.SHEATHING - ASPHALT ROOFING - ASPHALT ROOFING- IS-ASPHALT PAPER - 15•ASPHALT PAPER 150 ASPHALT PAPER 4LVL:'e ASPHALT SHINGLES - - ..- _ I/2"SHEATHING I/2"SHEATHING TYP.H2.5A TIES TYP.H2.5A TIES DRIP EDGE DRIP EDGE 'e .J,0 16"O.G. 5"CsUTTER 5°GUTTER R30 INSUL ® - IX3 STRAPPING - 5/8"F.G.WALLBOARD IX - 1X FACIA A 5/8"F.G.WALLBOARD al ix IX SOFFIT R 2X6'a o I6' O.G. 2-I/4"VENT I 2-I/4°PENT GARAGE RI9 INSULATION RIDGE VENT _ . I/2°PLY.SHEATHING 2X12 RIDGE I-3/4°BED MLDG. 1-3/4°BED MLDG. TYVEK WRAP OR EQUAL - - NOTCH FRIEZE .NOTCH FRIEZE 4"CONC.SLAB SIDING TO RECEIVE SIDING. TO RECEIVE SIDING. -- — 2XIO RAFTERS•IS"O.G. ... ... ... ... ... < 1/2'PLY.SHEATHING 15-ASPHALT PAPER ASPHALT SHINGLES SIDING 9 F - TYVEK OR EQUAL I/2"SHEATHING ' EAV EAV CROSS SECTION (A) R3 STRAPPING ® " "3 EAVE DETAILS "I EAVE DETAILS 1/2"WALLBOARD 1/2"WALLBOARD Q BEDROOM o3 2X6'e a ib"O.C. m RI9 INSULATION - SHINGLE STARTER BEDROOM-2 - 1/2"PLY.SHEATHING LEAD FLASHING COARSE TYVEK WRAP OR EQUAL - - 3/4"T/G PLY. SIDING IX2 AZ£K .!,° 2X6 P.T.SILL NAILED 4 GLUED. CUT o 15° SILL SEALER — R - OPTIONAL 2--5 ROD INSUL 2XIO'e•16'O.C• u TOP RING 2"CLEAR 5/8"XI2"ANCHOR BOLTS m BASEMENT 4"CONC.SLAB r BILL.•' // / / / WATER TABLE DETAILS •I SILL DETAILS CROSS SECTION (C) RIDGE VENT 2X8 RAFTERS•16°O.C. 1/2"PLY.SHEATHING G --' 0' ==f 1I ASPHALT PAPER a�' p �b O O O O ASPHALT SHINGLES :' 2XI0 RAFTERS o 16"O.C. • m 0 n r n n 2XIO'a C.J.a I6 O.G. 11-PLY.SHEATHING .y�-�OO -- 3 0� m UI m m O. —- -— IS-ASPHALT PAPER F 2XI0'a•16" G. R30 INSUL ASPHALT SHINGLES 0 O 0 IX3 STRAPPING Z 0 1/2"WALLBOARD - _-- _= Q r W -- -- --- --- --- --- --- - - -- �2X12 RIDGE ®. 1/2°WALLBOARD -- - -- -- -- -- -- -- -- 2Xi2 RIDG£ 2X6'e o IS"O.G. LIVING _ DINING RI9 INSULATION Q 1/2".PLY.814EATHING TYVEK WRAP OR EQUAL _ -- --- -- --- -- --- -- O O SIDING DER cKi 3/4"T/G PLY. - EXTERIOR —_ c' �_- ,D U J0 •b 0 O' 0 J0 X0'eo Ir."c.c.NAILED 4 GLUED. DECK 68845--2XIO'e®16"OG 2XIO'e®I6°O_C_ I II a p �e 19 INSUL. (B)TRIPPLE II-1/8"L 'e 3-2X12'e GIRDER - ,�' _= PER SHE'PL£Y. 3-1/2"CONC.FILLEDi Q LOLLY COLUMN. BASEMENT 3 2XI2'e i c 4".GONG.SLAB .: ROOF FRAMING FLAN CROSS SECTION (e) TYP.2X6'e BUILDER JOB ADDRESS DESIGN (�l/ n // /r/�,, DATE REVISION DRAWN BY PAGE SCALE - BAYBERRY BUILDING CO. VINEYARD RANCH WITH c�%l J(�/o � v I1-1�-09 • ,1B e_oF� v4°=1'0° Des/g�ns TWO CAR GARAGE - N PIiiCW16E OF ORdWNfia L.EAVFB PIfl2u1°89x RE8PON6e3LE wR C.OMPLb.NCE WITH dl1 N D T D Na7 OaD By�pypn OF ALL CONLREIE rOOi1NGe (9)NL womwe 81VJ.L Exmlo Be.ow g308TUNE VHtRT DAM. -— - OILoci eu¢nn+�cw®erro owawwc�e..e eev6rve nar rmr ee�n ex� rover v nee er ivrx eoa ae�� °494-9534 Z wR BITE eoemttazre oR wR ng UBE OF iiff0e oRau1Y6 dsertr,eormTRIICIWK vwxMF9 OF eoxetwerioµ vseo-v eE010+WRN LOfi1L ordl�i. WNI lnex eree�x N47 BU6DRJfi omewe. °�rGyplmrMte na.aasee �'� l EXTEND HEADER TO ICING STUD w - . CONTiN0005 II-T/8 LVL a HEADER-: : :. . NAIL TOP PLATE TO HEADER WITH NAIL SCHEDULE TWO ROWS OFircl 0 COMMON NAILS AT 3"O.C.C. AT 3"O.C. 16'xY - 2 5/9"ANCHOR BOLTS WITH 3"X3"PLATE WASHERS 3'-4" 3'-4" 2'-1017" 3'-IOIy" 6'-0" 3'-0" 3'-0" SHEAR SHEAR SHEAR HEAR SHEAR SHEAR SHEAR SHEA WALL WALL 24'-0" WALL WALL WALL WALL WALL 46'-0" WALL rWALL LENGTH- 24' —-—-, rWALL LENGTH- 46' —-—- - /� WALL 1L •'a FULL HEIGHT SHEATHING-13'-4" I I FULL HEIGHT SHEATHING•J@S""I SHEAR WfiJ. e, c. <• o• ACTUAL SHEATHING- 54 % ACTUAL SHEATHING•% -°0n•.°dn•.°da•.°dro•.°0•n . (Min Required %J j I �,Iti Requlred %J j RATIO=2.25 RATIO= FRONT ELEVATION2.25 0 " o EDGE NAILING. jL O.C. I I EDGE NAILING. 6"O.C. I •°d n•.°d A".° n•.°d FLD IE NAILING-If—O—.C. FIELD NAILING-J2_O.C. - L--------- ---J -----------'--J GARAGE OPENING DETAILS `.WALL 100% . so--& . J. — — — — WALL LENGTH- FULL HEIGHT SHEATHING-30, I SHEAR WALL i ACTUAL SHEATHING° 00% - (I-Iln.Requlred—m_%) I RATIO=2.25 LEFT ELEVATION a I EDGE NAILING--,!C—O.C. I - FIELD NAILING=J2-0.C. ' :SHEAR .` WALL 91$n ..•:9'$u'.. ill SHEAR WALL �-0• SHEAR WALL ® ® ®® FULL HEIGHT SHEATHING-IS'-4" ACTUAL ILE (M m.Requ reds 56)% I SEAR WALL - RATIO.2.25 - IEDGENAILING- 3„ O.C. I RIGHT ELEVATION 'FIELD NAILING-�O.C. W-O" - 35'-10" 9'�0" 3'-4" • , SHEAR•WALL SHEAR WALL SHEAR WALL . - rWALL LENGTH. io' —-—-, - - FULL HEIGHT SHEATHING.28-f0" SHEAR WALL ACTUAL SHEATHING.% - - I (Min Required--14—%) RATIO.2.25 REAR ELEVATION - - I EDGE NAILING-_,e FIELD NAILING-�.C, L--------------� BUILDER JOB ADDRESS DESIGN - -"" no 0Jo DATE REVISION DRAWN BY . PAGE SCALE BAYBERRY BUILDING CO. VINEYARD RANCH WITH llll�llllJlJl11 l//��7r0U l\fl/Li) /l/J 0 i1-1�-09 N JB �oF� I/a"-1'-0" ✓� D4Ssj9'ns . TWO CAR GARAGE .ueN mE oc vrsAwNrm LEAVES wxeweER gpPONe®E raa eo ua eE wn Au m m aor as Aero rz a eon op ov Al L eoNe xE E coonN6e s)ALL room ae eNALL Exmro Btzau gxoaTUNE Ve r D ten+. —.—_- 'lOU1L HIILLDItK.CODS AND OftDMANCEB.8 DBi��MAY NOT BE 4�D F�POrr(SIBr.E MIIBt BE DETERMWg�BY LOfr1L 00LL GONDrfIONB AND dCG6+TABLE (a)v621FY BIWIGTURAL 9F)19IT8 rOR DBIGN,dg PA.BOX ffi9 . ZI... raR e+rrE earromoNe ore rote ng usE aF Tea�E DwwuNos DeieRY.eormmuenoN. PpaeneFe aF eoNeTweeTgry va+6Y eaB�oN cane)oeAL EN6n�. wrtN e.oer,L eBrrnr®x Arro BunDnm arrieww. rrmrewzveraeee rta.earea• •(5081494"�'`'� Il n AWG GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE WIND ZVNE MASSAGHUSETTS CHEGIGLIST FOR COMPLIANCE(-180 GMR 5301.2.1_tj � CHECK COMPLIANCE M SCOPE WIND SPEED(3-SEC.GUST) _____ ____ ____ ____ ___ _____ ___.110 MPH .. - WIND EXPOSURE CATEGORY ____ ____ _____ _ ___ _. .___ ----------_-----B - ,r 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) - : �_aroRlEa<2 atoRlE2 - - _ D RIPTION NAIL - . 9/I2 ' JOINT ESC NunBER OF ROOF PITCH_________ _________ _________________(FIG 2) .______ (12,12 ./ , =0N NUMBER OF SPACNG _______ NAILS BOX NAILS •,?, . * MEAN ROOF HEIGHT.__ _________ _________________(FIG 2) ------------------------------------- 15 FT<33' V .. BUILDING -WIDTH,W --- - - - ------- _- ----.(FIG 3)- --_ _ ----__ ----- ___ ._____30 FT<SO, ✓ ROOF FRAMING - :.^a. BUILDING LENGTH.L-------------------- (FIG 3)_______ _________ 10 FT<SO' J - ' BUILDING AS RATIO(L/W)------------------------(FIG 4)-----------------,___________________-2.25 <3:1 RIM BOARD TO RAFTER(END-N ILED 2-0d ]-IOd EACH RIM BOARD TO RAFTER(END-NAILED) 2-Wd }I6d E4GN END NOMINAL HEIGHTOF TALLEST OPENING2._______ _--_.(FIG 4) ___ ___ ____ __12'$<6'8°�� • WALL FRAMING - - 1.3 FRAMING CONNECTIONS - _ " \\ _ TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-Ibd 5_1 d AT JOINTS � •- GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.._. (TABLE 2)__-___ _ ___ _____ ___. - COMMON STUD TO STUD(FACE-NAILED) 3-Ibd 2-I6d6d 24"O.C.- - - HEADER TO HEADER MACE-NAILED) Wd I I6'O.C.ALONG EDGER ad TYP-FIELD NAIL SPACING , 2.1 FOUNDATION FLOOR FRAMING FOUNDATION WALLS N MEETING REQUIREMENTS OF l80 CMR 5404.1 - -' •6°O.G. CONCRETE._______ _________ _________ _________ _________ _________ _________ JOIST TO SILL,TOP.PLATE OR GIRDER(TOE-NAILED) 4-8d - 4-IOd PER JOIST C N/A - TYP.1/16,.WOOD - `^•,'. BLOCK TO JOIST(TOE-NAILED) 2� 2-IOd EACH END 'ON MASONRY ________ - ___ __. STRUCTURAL PA BLOCKING TO BILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK _ '•. LEDGER STRIPR TO BEAM O GIRDER MACE-NAILED) }I6d 4-Ibd EACH JOIST 2.2 ANCHORAGE TO FOUNDATION13 JOST ON LEDGER TO BEAM ROE-NAILED) 3-8d }pd PER JOIST 5/8'ANCHOR BOLTS IMBEDDED OR 5/8'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE M CONCRETE ONLY - \ •,> BAND JOIST TO JOIST(ENO-HALED) }Ibd 4-Ibd PER JOIST BOLT SPACINGGENERAL-GENERAL ______ _ :(TABLE 4) __ _ __ _ .__ __ ___t_IN. '/ BOLT SPACING FROM END/JOINT OF PLATE---------(FIG 5) __ ---- 6'-12�N.<6"-12' V BAND JOIST To HI G TOP PLATE BOLT EMBEDMENT-CONCRETE__ ____ _.(FIG a, __ __ __ I IN.>1- BOLT •. ROOF SHEATHING - BOLT EMBEDMENT-MASONRY___ __.(FIG 5). _-_. ____ _ _ I11>IS" \ ,,..•>- -_ _ _-_-_ WOOD STRUCTURAL PANEL •+> (TOE-NAILED) 2 16d }%d PER JOIST ---- TYP.EDGE NAIL SPACING PLATE WASHER.___ _________ _____________(FIG 5)-------------------------------------->VX3"XI/4"�� - _ (8d COMMON�b°O.C-) -RAFTERS OR TRUSSES SPACED UP TO 16'O.G. ad IOd . b'EDGE/6°FIELD 3.I FLOORS RAFTERS OR TRUSSES SPACED OVER 16"O.C. ed Od 4"EDGE/4"FIELD . ,' .. GABLE ENDWALL RAKE OR RAKE TRUSS S 1 IOd - 6'EDGE/6"FIELD FLOOR FRAMING MEMBER SPANS CHECKED.__ _ _.(PER 180 CMR 55 00)___ _. - RAFTER CONNECTIONS WITH NO GABLE OVERHANG __ ___ ____ _ MAXIMUM FLOOR OPENING DIMENSION-----------------(FIG 6)_______ _ _ ____ ____ 5-FT<12' NON- TYP.H2.5 TIESGABLE ENMAL-L RAKE OR FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6) ____ ___- �L LOADBEARNG -> '• P.HORIZONTAL DOUBLE W/STRUCTURAL OUTLOOKERe RAKE TRUSS ad IOd 6'.EDGE/6°FIElD ' --- STUD HEIGHT > NAIL EDGE(STAGGERED NAIL MAXIMUM FLOOR JOIST SETBACKS - - GABLE ENDWALL RAKE RAKE TRUSS Sd IOd /4 FIELD . SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 1)_ ____ _ _____ _ ____ ____FT<d N/A - UPLIFT _ - ', PATTERN Sd COMMON o 33"O.G. W/LOOKO)T BLOCKS- MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL 1 ,'„- '>` ADBEARING CEILING SHEATHING 4°EDGE " SUPPORTING LOA05FARING WALLS OR SHEARWALL.(FIG 8) ____ ___ ___.-FT<d�- HEIGHT 20' >•,-.. _l/16°WOOD STRUCTURAL STUD HEIGHT - FLOOR BRACING AT ENDWALLS.__ ___ __.(FIG 9)_______ __ -� VERTICAL PANEL SHEATHING GYPSUM WALLBOARD Sd COOLERS - T'EDGE/10°FIELD- FLOOR SHEATHING TYPE ___ ___ __.(PER l80 CMR 55.00) __ __ __ ✓ fNNI MAX.WALL WALL SHEATHING FLOOR SHEATHING THICKNESS ___ -__ _-.(PER 180-CMR 55.00) __ __ 3/4n M. `� ` HEIGHT 10' FLOOR SHEATHING FASTENING ___ ___ __.(TABLE 2)8 d NAILS AT 6° IN EDGE/J2'_IN FIELD T '^1 .VERTICAL EDGE NAIL WOOD STRUCTURAL PANELS 4^I WALLS I SPACING(Bd COMMON, STUDS v2 AND 25/3�FIBERBOARD ed 3e EDGE/6•FIELD FIELD UIR TO 4°O.C. Od IR'GYPSUM WALLBOARD 5d COOLERS 1-EDGE/10°FIELD PANELS WALL WEIGHT LOADBEARING WALLS ___ ___ __.-(FIG 10 AND TABLE 5)- --_ _-_ ._-._8-FT<10' FLOOR SHEATHING LL - - NON-LOADBEARING WAS _ __.MIG 10 AND TABLE 5) ___ __ A___:._ FT<20� .FIELD NAIL SPACING. WOOD STRUCTURAL PANELS -WALL STUD SPACING__ ___ ___ __.(FIG 10 AND TABLE 5) ___ __ lb IN<24'O.C.�L •'' • 8d COMMON•_O.C. I'DR LESS ed IOd 6""EDGE/IY FIELD WALL STORY OFFSETS _________ ___________._____-(FIG 1(8).___ _________ _______________- FT<d N/A ` ( GREATER THAN 1" - IOd IOd 6EDGE/6°FIELD 4.2 EXTERIOR WALLS' i' _-___-_ _-_- WALL STUDS I I - GENERAL NAILING SCHEDULE _ LOADBEARING WALLS_________ __________________(TABLE 51--____ ________-2X�--✓2FT_21N_________ NON-LOADBEARING WALLSS.____ ____ ____.(TABLE 5)_____ ____ ____.D(S-$FTQ LATERAL IN�L GABLE END WALL BRACING' FULL HEIGHT ENDWALL ST1Da----------------------(FEES.10) ____ _____ ____ ___________- v °• ° •,' - ° WSP ATTIC FLOOR LENGTH------------------------_(FIG 11) _____ _____ FT>W/3.N/A GYPSUM CEILING LENGTH(IF WSP NOT USED)_______.(FIG IU____________ - FT>0.9W JN/A. - AND 2X4 CONTINUOUS LATERAL BRACE•b FT.O.C.(FIG IU----------------------------------------------_ N/Q. .e0e•.°d•° SHEAR �.°d°°.°S° - - . OR D<3 CEILING FURRING STRIPS•I&"SPACING MIN.WITH 2X4 BLOCKING•4 FT.SPACING IN END____ ___. n ' , DOUBLE TOP PLA - J019T OR TRUSS BATS ____ - ° ° ° r >• >_________ ____ ____ _____ ___. o DOUBLE TOP PLATE r - - - a °• 24"O.G.MAX. a ° a r1 e� 24°O.G.MAX.° - �/ �° )° d�° STUD SPACING SPLICE LENGTH._ ____ ____ __-(FIG B AND TABLE ____ ____ _____8-FT. 'STUD SPACING, 9 ° n .c ° • °.° v° SPLICE CONNECTION(NO,OF Ibd COMMON NAILS) (TABLE 6)____ ______ ____ _____- 8 �� •'a e. a °• 4°• < ^T° ..°d,e .°de .ed�•• __ . LOADBEARING WALL CONNECTIONS do do do Oro LATERAL(NO.OF ISO COMMON NAILS)------------(TABLE V---------------------------------------- 2 �L '. ,. •. ° - •.. e ,. n ,. - NON-LOADBEARING WALL CONNECTIONS - °° °• °•. ° ° °, - LATERAL(NO.OF I6d COMMON NAILS)------------(TABLE 8)___-__________________________________. 2 ° .edn .°d•n '° .ode .44• DOUBLE HEADER LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE•f TO TABLE TO - HEADER SPANS--------------------------------(TABLE 9)------------------------------&-FT JGJ.-<II' ✓ - SILL PLATE SPANS.________----------------------(TABLE 91------------------------------g_FT Q N.<Ii'.�L - FULL HEIGHT STUDS(NO.Or STUDS)---------------(TABLE v--------------------------------------- 'I �L MAXIMUM WALL STUD HEIGHT , STUD SPACING FULL L� NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE RAFTER CONNECTION AND WALL SHEATHING "T� - HEADERSPANS-------_-------------------------(TABLE%).____________________________'zFT=LJ '/ .N.<12' SILL PLATE SPANS------------------------------(TABLE 9)--------------------------------_FT_AjK(12' ✓ FULL HEIGHT STUDS,(NO.OF STUDS)._____________-(TABLE 9)______________________________________-3-_ v_ - REQUIREMENTS.AT EACH END Or HEADER BLE JACK STUD MINIMUM WINDOW SILL PLATE EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR 61MULTANEOUSLIs - HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL MINIMUM BUILDING DIMENSION,(W) _ 1 FULL-HEIGHT NOMINAL HEIGHT OF TALLEST OPENMG2.__ _____ 1'- - (FTJ SIZE (LB.) (LB.) _.6�-8<6'8°�L �.- STUDS SHEATHING TYPE. _ MOTE 41- _ _ _ __ - 1/2_ - _ EDGE NAIL SPACING _ __.(TABLP IO OR NOTE 41F LESS)------------------- IN. 2' 2-2X4 1 2T7 132 ____ _____ _____IL ___ _________ FIELD NAIL SPACING _ _ __ _-(TABLE 10) ___ _ -_ _ __ _ M. . SEE PAGE 4 OF 5 3' 2-2X4 2 416 198 1 SHEAR CONNECTION SW A WU COMMON NAILS) TABLE 10) __ _ ___ _ _ _ _- - 4' 2-2X4 2 554 264 PERCENT FULL-HEIGHT SHEATHING-_______________.(TABLE 10)-__ _______ ____ _____ _% - 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8°.(DESIGN CONCEPTS)------------------------- ✓ - 5' 2-2X4 3 6S3 330 MAXIMUM BUILDING DIMENSION,(LJ 2 2X6 3 831 396 ------------- 6 NOMINAL HEIGHT OF TALLEST OPENING ._- _ ____ __ __ 6!=W(6'S° - - - - - - {: {:. ___•{; { -. {, SHEATHING TYPE ____ ___ _ -(NOTE 4)._-__ __ __ _ JL2_ 2-2X8 3 9l0 462 EDGE NAIL SPACING -___ _ -__ --(TABLE II OR NOTE 4 IF LESS) ___ _ __ _ __-M. 8' 2-2XI2 3 1,108 ;jd •°dn On .,do d :'0� .ede .'0 d .4d d� . FIELD NAIL SPACING ____ _____ ______-(TABLE IU.___ ____ __ __ M. , >°- •a,° •• �. e SHEAR CONNECTION NO.OF Ibd COMMON NAILS) (TABLE n)___ - SEE PAGE 4 OF 5 1,247 .Ft • .°•PERCENT PILL44EIG14T SHEATHING (TABLE ill-___ _____ - % 10' 3-2X12 4 1,385 a . �'° ' � TYP ANCHOR BOL____________ TS AND 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>68°(DESIGN CONCEPTS) __ _-- J II' 4-2X10 4 1,524 3'X3"XI/4°PLATE W46HER, e. WALL CLADDING - - RATED FOR WIND SPEED?.___._ _ ________ __ _____________ ___-.____ -__ ______ _______________- .°d�A'.'d•n�.4 d�e .°dn .ed•e 0 d d 0 wA TABLE 9, WALL OPENINGS - HEADERS a a 5.1 ROOFS e .°de .edn•.edn•.'0•n°.°On•.°0 de•.°d dA oede ° ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE AWC SPAN TOOL SEE B�RS WEBSITE) - - IN LOADBEARING WALLS ROOF OVERHANG____ __________ ________________(FIGURE 191--------------S�L2-FT(SMALLER OF 2'OR LJ3 . TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS - NOTES: ' - .e 0 A .'4, �. PROPRIETARY CONNECTORS - - 1.-THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN Z TO COMPLY WITH THE - UPLIFT________ _________ _________________(TABLE 12).___ _________ _________ ________.U-�LF_IP/A_ REQUIREMENTS OF 100 CHR 5301.2.LI ITEM I.IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS ,. . a LATERAL_____________________________________ -------------------------------------L-�LF�1/A AND HOLD DOOMS ARE NOT REQUIRED PER THE WFCM 110 MP14 GUIDE: SWEAR._______ _________ _________________(TABLE IV-___ _________ _____ S-_PLF N/A_ A:STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131_____ __ ____ __ _ _-T-ELF 0:20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOKER ____ __ __ __.(FIGURE 20)-__ __S-.ICI FT<SMALLER OF 2'OR L/2�L C:UPLIFT STRAPS PER FIGURE 14 ° TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D:ALL STRAPS PER FIGURE TT PROPRIETARY CONNECTORS E,CORNER STUD HOLD DOWNS PER.FIGURE 184 AND FIGURE lab UPLIFT _ __ ____ ____ _ ___ ___(TABLE 141._______ __ U-�B. N/A 2. EXCEPTION,OPENING HEIGHT OF UP TO S FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT FULL-HEIGHT SHEATHNG w .` LATERAL MO.OF 16d COMMON NAILS)-_ ---(TABLE 142--__ -__ ___---- _ L-_I PL 1�A REQUIREMENTS SHOWN IN TABLES 10 AND 1L.. - STUDS AND. HEADERS- . ROOF SHEATHING TYPE __ __ _ __ (PER 180 CMR 58.00 AND 59,00) _ - - 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2'IN.NOMINAL THICKNESS PRESSURE TREATED-2GRADE,. _ ROOF SHEATHING THICKNE85 ___ -_______ _____ ___ __ _ _ -_ 1/2_IN.>1/16°LISP 4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HEIGHT - ROOF SHEATHING FASTENING __ __ ___.(TABLE 2) _ _ ______ _ _______ __. �- SHEATHING AND'NAIL SPACING REQUREMENTS. .. - .. AROUND WALL OPENINGS , BUILDER - JOB ADDRESS - DESIGN- - DATE REVISION DRAWN BY PAGE SCALE , alww,J NOMEVES100000 - J� 1��s t'g BAYBERRY BUILDING CO. ._ VINEYARD RANCH WITH 11-1�-09 a JIB • r�oF v4"-1'0" TWO CAR.GARAGE W N FViCHASE OF oRaInNGS LFAV F UR,24 BR I E PO EESLE FOR COMPLIANCE WT<ALL W iJfAGT SIZE AND REINTORCEI-M OF ALL CONCRETE FOOT?Ya8 t31 ALL FOOTINGS SHALL 1D S IU F-TJNE vBRIFY DEPTH. -P, •�' ' ' LOCAL BIILLDSIr-GODS AND ORDIILI?JCF.S,JB DESIGNS MAT NOT!9E 1a$D RIDFbN8E1LE I916T BE OETBQMMm BT LOCH:601E CONDITIONS AND ACGB'TABLE (U VB21FT 8TW1GTR4l B.B'@<TB FOR DEIGN.613E P.Q @CLY Y.V 1 . 40 .FOR BILE CONDITIONS OR FOR THISUSE OF TIDE DRAWNGS DURMG CONSTRUCTION. PRACTICE OF C TRLCTION.-IFY r F_WRN LOCAL ENGM®2. WRH LOCAL B1GI?l�t AND BULLRING OFFICIALS. QEilr Ll4lawrigLp U'fA c2Bae - ,�8J� �' - ASSESSOR'S MAP 272 PARCEL 206 j LEGEND NOT ALL SYMBOLS CU ARE UTILIZED. ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' �Oo WATER GATE VALVE MIN. LOT WIDTH - O CATCH BASIN MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' S11°59'02"W [55] PROPOSED CONTOUR MIN. REAR SETBACK 15' 130.53' Lot 1. __0_ slcN ZONING DISTRICT: PI - AHD Area=12,772E Sq. F TEST HOLE T"' MIN. LOT SIZE 10,000 S.F. V ` Or � MIN. LOT FRONTAGE 50 (20 CUL DE SAC) MIN. LOT WIDTH 65' 0.29E Acres O CLEANOUT MIN. FRONT SETBACK 15' \6 6/ MIN. SIDE SETBACK 10' EXISTING CONTOUR MIN. REAR SETBACK 20' DECK I C/� 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE rn TOP FN D 67.5 W C0 N GROUNDWATER PROTECTION OVERLAY & AP L0 APPROX. TREE LINE DISTRICT PROPOSED Q _ + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C -H 0 U S E Q 6 m % (FEMA FIRM PANEL# 250001 0005C) 9-19-85 Non tuc%e t 2 VC .: CD PROPOSED LEACHING PIT • EFF. DIA. PITS REFERENCE: 6'X14' 39.1' PB 610 PG 95&96 INV. 67.0 : 63.2 -_ S SEWER LINE RESIDENTIAL SITE PLAN s� �0' W WATER LINE to G GAS LINE 3'16"E PREPARED FOR: 83.26 E U.G. ELECTRIC ANTIQUE STYE POST LIGHT BAYBERRY BUILDING E E E E 0 LOCATION : LOT 1 #141 SCHOONER LANE SM S S S �� FM.1 �jKof E 1 " = 20' DATE : 12-18-07 6' INV. 6 6. '� o?� , ��N ,�o DANIE A. cy��, 61 .54 SC 0 NER LANE � � � j q N ��D��, SHEET 1 OF 2 S r�5 c off 508-362-4541 ^ ofDMI.4It c� AN,,qq IEL�sp fax 508 362-9880 0 ow QOA N c� FSS/ LLEN Cn Q do wn cope engineering, inc. oAFss\o I TE �t'`' CIVIL ENGINEERS Scale: "= 20' q SURVEY si �ZI/$/(� LAND SURVEYORS DANI L . OJALA P.L.S. P.E. ATE 939 Moin Street — YARMOUTHPORT, MASS. iiii 0 10 20 30 40 50 FEET JOB # 03- 123 03- 123 PROF.DWG DAO GENERAL N )TES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT -QUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION 01 LOCATIONS. HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS z AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD w SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. > ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER o ow BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. Z 8"X6" WYE INTO MAIN � 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA p 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK M 6" SDR35 ELBOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35. PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB 9. SEWER PIPING 8"OSDR35 MAIN SET AT 0.005 FT FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.) / DETAIL 4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEWER SERVICE LINES 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36 (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. LOCATION : LOT 1 #141 SCHOONER LANE POURED CONCRETE DONUT 1.5 CU.FT.t SS DATE : 12-18-07 DAMELs9cy� DANIELA.9cy�J, �'Z� p�l SHEET 2 OF 2 og OJALA N " CIVIL Cn 4.0"OSCH40 PVC qSs o 9 � � off 508-362-4541 ° DS NIQ y H OF fax 508 362-9880 A 4"PVC AT 2% MIN. SERVICES Q o � N down cape engineering, inc. o,4 0 Cl CLEANOUT DETAIL v °F S�o`'� 5 VlL E-NG//VEERS H-20 FOR USE IN PAVED AREAS O OF �`�'� ,L LAND SURVEYORS UTILIZE PLASTIC COVER IN LAWN AREAS DANI - A P.L.S. P. FSS NA G� �IF/a-I 939 Main Street - YARMOUTHPORT, MASS JOB # 03-123 03-123 PROF.DWG DAO T s . _ - ' � - - ¢ _.# t 6.. ` Y= rf' - .-.c.� {ems., - n r• 4y x, Py i r � '• ` � ..r „ ..,: e.. :, r✓�y:;, 1$�ere� •r r`b 1 °:s ;. t E ` r( � 5 § n vl ion R f V ;: � :: :.::1: t �-...' ✓ 'yam �`L t r • r Y § §' ol t T, v 14 „ Y . t , f. ^ �d , =k. 1 •.... . ,. a,,.wx,..,a:...;-.,-..i..:..,..:..,.,�..;-.s.s. �wa+;—' ..-+rw'-s.�..s—..�«.:.+•>�,*.i.—w,.,—p•,--s«..,...v».a - _ c } /71 _ ,�•�: - , `, � .� �, .c�.�+*�+�-...-.:""-_._,.:..+e.�-'. �.. � , -. :`. --:.., ..y..:'.w+. f;�acn;—::�. � .k�-= '` ° - .,.....:.may'; 'T' _ - _ , i y f f Y"�y' #,_ rf ' • ,[. \ {. it E g.. a ` .# ,,Y - F• • #. [ }F � `. t � } t." q. • z i t +' y �v.Y ! `;: ..9 S, :r, l� .:. 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