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0045 OSPREY DRIVE
���� _ ��z l L,_ :_ _ . . Town of Barnstable Regulatory Services Thomas F.Geiler,Director, WWWASM Building Division MAM 163q Tom Perry, g Building Commissioner NUg 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMITD FEE: $ SHED REGISTRATION 200 square feet or less L co ation of shed(address) Village Property owner's naifie Telephone number Size of Shed Map/Parcel# dj Z Si ature Date Hyannis Main Street Waterfront Historic District? y Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Y'ln ►���0JV Sign off hours for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg I REV:042911 rAL\ `.L. l _— � . 1 •.r n r 71 1:i:-{1 V. I i. fri i/; t jf) a I I s�A l N 0639'23' CF 47. / S�y1T Se Se.C{ 0 lee, D µ rn N m ;Y., WAS BASE '►BOUT MENT PRO' �Ep HODS ✓`� �v _. -..... FF=XX X E 045vw cb �. r0 OD 11.00 k xo L-77,28, c ww R-238.39 1 n ` I � 1 S S S I 9AIWQ• AArdSO N<= S 03 Z%& ; S 1 � S m CA - At ,. F 8�-7- ti ' o T SHED _ r o HOUSE N _ i E 238.39 0 tvr 3'-!! . 45 OSPREY DRIVE PLOT PLAN E� 06'-5j- a `oF.HE Town of Barnstable o� CARNSTABLE. • Regulatory Services \9 MASS. �prEDMA'�a`0 Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection �o k ��<�o c� �" �-� •�t�7 Location y� Qs `)a V-r C Permit Number A)C9A1E Owner Builder One notice to remain on job site, one notice on file in Building Department. f The following items need correcting: Vo a tYi!-r-/) &J �H� GacAyr®z� GAF" f f-tr S �if'uSr VI1�( T �G-�'F3 ge�5• ` C�c)c,L t=s ri iv s Please call: 508-862--4-0M- for-r-e inspec-tion. Inspected by Date Town of Barnstable Building Department - 200 Main Street t BARNSTABLE, * Hyannis, MA 02601 9 MASS. $ (508 i639• ) 862-4038 �� ror�0 MAC A Certificate of Occupancy Application Number: 201101.346 CO Number: 20110105 Parcel ID 002002062 CO Issue Date: 07125111 Location: 45 OSPREY DRIVE Zoning Classification: RESIDENCE F DISTRICT . Proposed Use: DEVELOPABLE LAND Villager COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: Z'4j !/ Building Department Signature Date Signed - Y 1.41 ti W idi 1 Application Ref: 201101346 • * BAANSTABLE, * Issue Date: 03/23/11 Permit 9 MASS. s639. Applicant: BAYSIDE BUILDING,INC Permit Number: B 20110516 prFD MA'1 A Proposed Use: DEVELOPABLE LAND Expiration Date: 09/20/11 [Location 45 OSPREY DRIVE : Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002062 Permit Fee$ 1,071.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 210,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT 3 BEDROOM,2 BATH RANCH WITH AN ATTATCHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL 2 CAR GARAGE_ AND A PARTIAL UNFINISHED WALK OUT BASEMENT INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE-HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 •aication Entered by: RM Building Permit Issued By: PERMIT CONVEYS NOR[GHT OCCUPY ANY'STREET;ALLY OR'SIDEWALK OR ANY PART THERE OF,EITHER TEMPORARILY OR.PERMANENTLY: .OACHEMENTS ON PUBLICTROPERTY,;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING'CODE MUST BE APPROVED BY THE JURISDICTION. I -EET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC,SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF:PUBLIC WORKS. f"3 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 CONTSTRUCTION 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). MOM,t r , BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 Yu 2 S.YE V/�i'�2 " .rsz'y f s / 2f Led 0/( 3 zi-eV44a,? 1 Heating Inspection Approvals Engineering Dept /3F/ItJ Nam' 710�� r f r 0 7 f <r' Fire Dept 2 (rVA 1 A S Board of Health a� �� L i p F { i �ym, -� � ~ ya p � '` f �.� _ M �r 1i ,r- t L Bayside Building, Inc. p a P,O, Box 95 • 3 Bayberry Square • Centerville,,Massach isett@ 02632 Phone: 508.771-1040 FAX: 508-775-0155 �f l s4 zmveo FROM: 70: %( FAX: PAGES: i PHONE: DATE; RE: ; CC; D Urgent D For Revlew O plabse comment D Please Reply O Please Recycle Comments: 9�T'd 02290GL80ST:ol SSTO SLL SOS 9NImim 34ISAd8:w0JJ 22:10 TTOZ-Li-A r .T ' • Y MAY 17 t`.8i 3 IF1'EschCGk software veroaan.4 A.1 Cornplian a Certifmcatr '7110 i)foju(.t1'mm: BAYSIIOC BUIL.D1,NG GO Frwray Cuat7 2009 ICCC c4niuuctlon TAM: fabloi,o Furalily (�lejoilg Am*R--mW11.190 Vyy Hcuung DCV60 ooya Q477 QII.Tt,to'Arsa- S r•- .7wnuel�1^yar^I K.►+a�,;�n�•r!(arrtr.����, 4u lutrucuo 4Vp LOT 42 446(4P►iCY DRIVE GC)?llIT. W W6:,5 .3WrgAanc:a GA%E WVj Them(;rjdD mc.167lurh UA.220 *-All U14 'UP 11+�4:9ar+.x or M�oC The, :a+9sx 3m_1ID f»w Jc?e toe :,dWr_rn Ilau�Ie Paa1 I:Y,�i.,+Go's.n Am awl".61wl.NG-r rX'na+W';Lju sk 01 ovWPa'W,v 4ts.0,CPd�Ve ti 11 Y',cb'::L�t•..J'1:.C xvp , r'1'„ P"1!"R'rflC'r� �1 I �C"4"?j�: ItI�',�•,,'..;. il',�' .. 'I•Io- a):'.A. ��+a••f. .4ti �" it �„ i I,' � . i'; ! , 1''•�{•�`. J',j .l.t t:.c �;it � I ��i'.,11' c.�: 7I';,.;;..)1 a i.{{ •r.'.'.. ,:i�,t a W� �. a' d. C�rll,7g 1 ®:~t^.Ctati4°e+r 3r,'i�sar'Yrlacr �� 44D ti �.G q D brit IE'4 00 09 sy�j 3(1 q r;D ('tsilir�':'CtW�esst�!Qc d:n�(-iu e41z} 0.400 4 ;ikyligi-A 1 Vf 10 Frarto EXLbIb Iona w1111 LOW 0 d 1:1 t� n Well 1 wggo Amc: 16'o c. 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Feat CWng or Solfiwr ,run.R-dG.o cavity tnau!alwn J Collkrg 2.FVA GROAN Of SCI%m ;ru¢-1 Kt 0.0 ravlly lr1oui`u"V'1 Currimmm U G,oll'n®J.(;atllaldrml CtVlrv��A3 t;Uti),^v'•'!0 d::.T:rIJ 111:.411�a4tlro Abovo�Cs W�po: Lj WaA 1.WoeA Framo.lg°o•r:. W-15.0 1:4vily UmIuWn :j Wa- 1 2.VvoW Pvrla. +®'o:G,R 21.0 a avlty rraulodmt Lj Window 1 Vinyl i rC1"C.ULg1f7ly ftio with Lew C,U-I'aclz'r 0.20 9 For windows wl01Ou1 InbUlAl U140000,daC:.!itru 1OilIIIYJG tOP¢nC, ._. Florrte TyFv-.. ..Mornof td!r;A?. Yc>=: _...No .J Vyindmw:,y11,,a FIIU'np.tkaulilo hvvla»4tli L.ow-l..U•Ira'.Wr,ID,140 Fl='Willd:90--tAOCut k0bQ10d U ont7e do*cNw loltmo-�.. UParr74...._..._Rime Typo.__ti... .... ..._ .Thermal Uruckl ...,...Ycu Nu 81(ylighta: r 1.1 bkylylrl I Vf ql Farm boUbla m,,sna Wlfn l.ow-f U2�ftcar U.-0OU pr�noa—�.t=s�rrls 1 ypn _ ,..7 hernial EsroaK'7._.,Yoo Nu l� C] Moor�,ram.(11�Ctur o. Ll _ Commem; t7 Door QJm:U-IaC zr 0 200 Ploors- . Al!.Moo jltmlll"ruDo Over Unoundltionod�ppaW,R-30 0 unvilY:n1'laWn t=iwr irtatllat4an h dWWl4,in( msinunt(.urrin(Y Klttt t'�al:endue=id0 c�}tlla,ubl?aor t.0 rkl>qo- q Air lrti:>MM. [9 ,lt>m7tC(ilrodudlug rim joist luncnoaa),r rt a Cutm'ye('Pu 11"�'1,►vrtaUbti4ro�,arr3!�Icur.;t gKninirtgo in 1)w building orwk:po'mpi are Goutoo6 av►air laukoya mru CxAr rl Withc;1u11(,Q,�c31K,i1bCJ,rvW:sllrurt fllppot�or uthra:wle'ar eealarl vo.[tE onuir bazloc nwlgA>1,;ultmbb 11 m cK aped rrts'Ivrlhl, waUo t U Air Ixartia avid wailing oxiotlt on rxnrnon tlrtwoarl UWralUlly UnII'd.oil Uf tnfklf Vlpllg vohlnG tuiD.^.JhO�YQr9,and in a,ponlnya C9twoorl wdndOw Ww)r omba,pind(mralrig, �� Roc>,storaal tlphla In dut bafrilrg thormcl otwult:►rt7 Cr0 1)IY�aD l(:rCtla! A Id ADTTu1 C�°OJ Irldarllrurl avid Z)oaDlod w'lh 0goaKot or anutk boewoor+Uw Muotn(1 fJI1Sl ttt0 I.rtearior w�11 ar edli;rd vuvaring, .,......._�_ .». _.. ....� Roport date. 00017111 PrC t TiW- f Ni'0JX SUiLnlNG G() IP290 2 of 4 wtu rl mne llniilta(t.rCk Lt.)iiP :Wft-I wnT M-111 111 .X-ld r.17V1 9.d':.C:L(11. ura r,.! rTn. l 0 T ':-r) 9/2'd 022906L80ST:nl SSTO SLL 80S JNIminlEl 34ISAUe:woad 22:LO TTOZ-LT-MW U AWe=dw"rx wodrQ wn.Airkinud from u,r:o►,ditfar:oQ oIN)I:o pm wauthiom.rimod slid:n:uuI0Wad I,Irlit,VA 111TWl:l,iorr Cnmpropz!m Cr uwtnnQe)Watt IMA Ih0 teval V IM111Olku,an the s:dnouyt+)41n 4urfoGtla: Nft,urci k,Au All tr,uLalkn WILIU,a be to of MOM b ucuaUod m molntmi xnatlalton dITPll(!Valle;,e. la Wuod-bvnu,p fktipwom nevu 17�iskeWd drxrro urid u+iYslW c'u 11111 Jon mr Alit S t IRM aflyd WwAaflcins U BttilrJit,g ahvt►topm air Vtnf=and imVi:Dort Inata,lagon wMph ill by�(Cror ) m pc;t ruullh In lrlvvaar door ro7t moult ut loco tlwil 7 ACH at 33 a pn1 opt!!)too tollRxotng twmo have homl:oVallod (G)AU boniom and Monnol barrier, In❑W110d err our,,erl ail stlr-frorrnanblt�hilimlol un creel Mailea w JuMlto in tha air Larder Vo Uar>l or (L)l.1AnWAIC.All tarrtur b,crty dMPPQ 16olllnfVWlllt:e;:a rbrttP,tlJlly allgiod-with in.41.0,w,and any arias ate ooalud (e)Abovwpreds wafts, InsUatron is Installyed in 40311anti3l Conu,d er,'d Conruu,ous a40nmanl with Out buifue,g linvulpgo ail-b4rrier, (d)FlOole Air banter to jl%&jW at oily oxpoaad odau ul b aalanurt (d)Plurrtbing turd wring,kwulUdon is pl000d batwenn u*ldo phd pii.;w Butt Inaut..11on l❑t:+at to Sir around wlting and plumbing,or ;;prayectJfakrir•�trsoulotion oxt0t►de hohlW PIWnU�rtd whtng. (i) Cursors,hwdaro,Iw►rvw 11010frgt CavblCa,and 11tnXWota C'M Inuultatn+t (9)$hWM:( lb an edaftr well,ItIgulotlon©)thula betwoort shQWC&.JW.LU arrd axturlor wall $Olnfootnm; U ;umrrtxrt�t ut wa thormallY IocJ; SO from thc;build nd CnAIWO I tr va a rti>Ju t un fanC its:col,U Por�?�of O SA s►td Ihp rrwxlmunl eayflgm V-radar to 0.75 Now wintlOwc MW sMit 0cp1170010 tlta cwtrwum heri uondlUVriod epaC0 maol bhp Ixy11411"0Itlelrmel onvelopo lvqulnmrtot!ts. Mioorla4 IDcgilViallon and InrullatJon: Lj tAole6do and ogl:lpmenl orri Inot;1iod Irt t ccrddnw with tho manut:.0 Weirs inlla[arlla,IflabLGllcrreo tr,sulatlran is watill1w In 5,1 Wo+tial COAtact with Ids%WISIGa Coln Inmutr+trial:end In a manor ttul t0lYvaa the IytCOI R■Va149• J Materflila and uq*wonl are IdentlllnQ so that extmpllq+ene c:+n tw dt,mnnlnmd,. D ArlpnlylbtTnyrer rh9nYdrr for fill nlatabw 114at11ng and UM15`,g oqulprnollt:7nd geatvh'a watrr heating oruipmnnt nave boon p►ovlded- I� IrauIsdon N v+lUOU fetid glasiny U_4�x=ary dlia ly nlorked,;n tho bullar,-tu Plana w r peie;froatione Duct Intsulrslkon. U Supoy dm"in wk.0 we Iratrlatod to a rninittuanl cf P.-8 All cruel 44:•tZ_ ri urn oridi4`orw41 cpyrcaa ur M"40 the Widlnp mtvelope CM-0 Inavlafad to o'to:vt R-0 must Cam auction Crid Tgzttng, U Buldrta r=n!MU csvltlaa aro not usual auplyy d%12 l J At 10tntrt a"aocxlx+tlt all rxuclo,oil handlwrr filter tmmoa,,aril b,:!►(lnu"IvIUft USQU ns roran durftl ara suWttniially obipht by rncam a imps*;rrvwtice,rlqutd wolants,gaol 1IM-'1 or 011W aPPI'UVO alorrJrn s0t6irn Top--*,rrtoct't 7,&ns1 fcsicnorc aro mlgd UL 101A or UL AI B 9r+d N'Q I211*10d aceordlrlp to 1110 duct-orAnidon,I1Wel duct canrtoc:Irn❑with equi;W'ona 40r11jul Ilttlrpa aro machonlyitllly f.lMonard Quip Jolydn for tout id ner<id dueaa rl lvm 0 tOnt=:a 114 of al',)al't 1P2 I ^shw".and tiro tlrternc!wim c m.ntnrun,of uun® aq,t,by ohoat-mck;I oorowc ExGoplt+t�ra ,krinr mid®aOt1Mr rnvar'Yd IlJilll ray`ta.�vely.wathwo foam Where a pa,1ta11y IrrauCCaclblo duct,;yr1V10'tirki Mrkt�,ulochu►liagl rprtlonrsa oan tw&.1011 ap tod Un tho oxpoaod pwlivn of the Idnt ew�!10 pr+tWBnt a IUngc UFfNCI Lortol, rely waidud and Icwkb,g.lypra 10.1gill1xiiiiI l jotrila.md asr:�nnaj alI duCU apurrl!n0 al k:�r 11 toA 2 in w 0 (WO f�a). IJ owns ugtertaao t*a Iraau Hann pyarflrrrricrO DIrld nIMA5 0110 ut the tictlhiwln()Uga I;rltyeria. (1)VectcaRtttruabon IacltaUe ra outdo.jro In, I.auu Mau or Or(tt:Dl tt 3.2 chi,(u!!tu POV 100 fl2 of Cartdttl�nrxl tloGr talon) (2)F�taon 11e1raUon tote l tuuk torsi(In lurJlrlU di hald!or amimuro):1.�::an than yr oquet tat 1I?6 011(12 c(m par WO 1t2 Of Corxlmurad aoor nrw)pmraAIAre dlhorontlol of 0.1 InJcoo w_U (3)p uglulr,fail+)lenkoge Is3I.with air handler 1112WOod.LaWr IYlan•or equal la Cf;;.t{bn(G yarn pvt 1t30 U of WA',JUtarta)flour aretu) when motod mt a pmaoura di ftrortUal of a 1 4101011 w•9 (A)r r>�flan ttNrD1 IriakapaJ QaUt Whbr,ut Atr haM,,,or Inela;lod• Loos IhoA ur oqual to F.7 49 Oder�,4 Cltn per 100 IV ur wntl[ onod hour bma� hlcating cod Coaling Cagulptnont Sixing� u AdOoraa mittubvmoM for uqulpnrtt5t GILIr1Q ant Irr lu%iW by tin E+iapustlurr fCr r tamptlllotl,with MeIrttal nuaay¢d fir+aflotellol i y>;fo. t-or byttbrno 3aWi��J rwltidl)dwollirtg u1r't°s JawnlorYlr.'UGot h° 1 bcaon❑utrrtrlhcd GCrnot1bl171if,{J tantplrJnco with 20061F•Ce f:omfiersolul 1.1 guiding macherrx,al and/tsr tlurvle,u Witter Hnadayd(•ie:t11me0 600 prig a0A Gteuumd"o Serviva Hutt Wmtor SYMIM y� vl7:tlta t)AYuIDf Page 3 of 4 Data tllonwr►a. 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LJ Cirtulafty ttalo0 h*w900►ayCta,nt2 UulUtlo w't pu:alrlplk;ax utOt::asmib4a mrvuual awif«rh to turn<ttt tlMr clrrulnAlnp pump whoa doa� syl�4o,n ro not%tt�o M®ntdrtp A'nd C,voim®piping In�oulotdort- HYAC Wong CCMOYIPO(iuldr:aho�ro 105 dagro=F or a.tilaxl III kJeo lwloW riu dOt�rvlw�r GIB inoUl�twJ U5 K d IlvArnming Pools-. - Haolod awlmminp 1000101IOVO On 01"Olf tumor pW"L"h. rl Pool homte.14 optvWRO oil jim urot gm or_PU tlavb an It1C001"10 DOW light iJ Tmvr s■rtkehov on pool l,atatturo and pumps ou»pr'a4,103 5',rcla�ar�rs.r Whwtt pjbLa:hsetlh cl�rndordQ roquirn k7ndnUIM purt:N 4SV0r0VO?i. where purrve OWrstrl,nrirhln rautirF fix1cr 0 Ha7ted Owlrtvninp pools have a Lovot an ur qt thv wator Ourfeay.For pools hoaleK3 over 9U delprarr F 1 do�room C)U,a c�vter aG a h minimum invul2don value of F;M2 trccuporm�e Gc, a we nut moulted whoa 60%Uf Iftsr hooting MrSy Is rrvtn dta a0r.ovomd 6naegy or 44AW Orafgy Miruv Ltght;ng K"Wilon"Ats: U A rraninuri of 50 pament of tho Iernpo in PerrtWlOntly b'+s:J9110d 1101t4tta O,Rureat utin hn rxt0p112011:16 Ono of plat k lowin6t. (a)gyp"fluolwcant (b)1-0 or iiii 60TIOldf IirtOru fluvrOsGant (0)40 luirwe G por watt for 10mp woltU(i0'tm 15 cd)00 Nano por watt for larh(;w3ttado'�"5 arid co 40 (a)00 wfrwno par wall for It:rnp wultago r 4n Other'R*gqu1Mmaf11W: ,rrcw-and koattudtfltp r:yOIA1110 01101 WOW"pplind fmon I1�0 aarvlCO to 4 huUdn7g utnnll In(judo r1161.wywun v Nvlalo wpabiv of ullutl)ng off Uiv Sydam wry o)tho psvunwtrll.tsrttpnal;Aura ri 4ovo 60 degrwc F,b)n.pw;jp;lutkm IQ tD;Iblgr and o)Ilya autdcwr Wiriporoture is ttbovu 40 dogratof F(p merino of lutuff Control is clot)rrormiled iw'aul-luty ralWulmnaunt'sa'), �:orlifda:aes; ' G A pemMrMA cenldoaly it provided on Orin the otWWk9j1 Obibulion pdnol lWir,y trot prvdCrrlintant Insulation ri-vmruvii.window IJ-IaatOto;typal mad difldOnCy Of Epooa 4ondiltduing And v4tor I1awJro0 vri 1,11rtant. Ihu caetlfksto,Jvo riot ctwcr grab"tho vlulrAMY of the rOCIA di cUy f&ol.wNfLw d1covnnnot IOW Or 0111ar WWWft lobow NOTS9 1`0 FILLO:(DWldiny Degatne,11 UOO Only) ,� .....ram.:..-r _� � ._._ ......_.�. _.... ....-.--�- .. - g Report duW:05/1711/ I'roJeart 71>ra. BAY51le WILIANG CO, page 4 of 4 goxr fOafnom tlMLdOd rCk ft1�JI:fa T'iN.d Lli 1'r IV�-II"'r_h.l'I _1Ffiw1 r rr.nr-nrrvo.it :-rr--1. TOr., ,. 9�S'd 0229062-80ST:O1 SSTO SLL 80S JNIa-iim 3QISAUB:w0�+A 22:2-0 TTOZrLT-J,UW I 2009 IECC En orgy f1s(I Efficiency Certificate Co{Itnp I Rod 90.00 I1 well Duo Floor I RoundsuanME 10.00 puetworlt y„eongglonoo � window 0.40 023 %Wfi®ht over 0.- 0 Guollitg Watee HOUN, _ Dmto: COmm@ntm`. 4AiSii �r1C1r1 I.If1T Iti`11'If;t11' rmw f.rlara000dr. on•nr_ rrnT rnr r•n 9/9'd O229OGL90ST:of SSTO SLL 8OS JNIa-iim 9aISAH9:woJd b2:10 TT02-LT-AI3W __2 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel. d Qo�. p� :Application Health Division Date Issued l Conservation Division Application FeOq Planning Dept. Permit Fee " Date Definitive Plan Approved by Planning Board dV— Historic - OKH if Preservation/Hyannis Project Street Address ��� a loeF V �� ✓ Village (�6 TV 17- OwnerCOTJf7 AVVY j10L)SIAo Z X- Address A,! •,6ek' S C1@'a✓7C2yz Telephone Permit Request 7,1) COS 57"ci /+ 3 151ED . 667,f t�Z'�OC1/ /V / 7*6 1W 41J41A 407 8 If-5"Y FAT . Square feet: 1 st floor: existing proposed 2nd floor:'existing proposed �1I/ Total new Sl10 Zoning District Flood Plain Groundwater Overlay Project Valuation OF Construction Type 1VOOP F124AKP• Lot Size' IOe Id-q or Grandfathered: ❑Yes 3"No If yes, attach supporting documentation. Dwelling Type: Single Family Ur" Two Family ❑ Multi-Family(# units) CDAge of Existing Structure A►10V Historic House: ❑Yes J/No On Old Kings Highway: ❑:.Yes Basement Type: ❑ Full ❑ Crawl ®'Walkout ❑ Other =- M Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) / Number of Baths: Full: existing new Half: existing new ; '•.Q Number of Bedrooms: existing.new W Total Room Count (not including baths): existing new First Floor Room Count 6a Heat Type and Fuel: Lil6s ❑ Oil ❑ Electric ❑ Other Central Air: �es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes U<O Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size — 20�2- Attached garage: ❑ existing Ynew size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes CIl'No If yes, site plan review# Current Use V,461-IVY' Proposed Use afJE APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� Telephone Number -27 La `lam Address License # D�)51a yg Home Improvement Contractor# Worker's Compensation # 0CP00`7 3 rl®6 _fi ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � � � SIGNATURE• DATE ���/� F FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ". . f MAP/PARCEL N0. ► ADDRESS _ VILLAGE SOWNER DATE OF INSPECTION: i � f i FOUNDATION t�lD3tY FRAME S�ER�'`zc •/lio%i.t yL s/o4�e,e u�T y� INSULATION' R/Ily s f t FIREPLACE } ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS 31. - ROUGH • - FINAL FINAL RVILDING '.. 11 >t;-I►.1 R ? Z� rr �i v►'� C1C, 6��c..S7S DATE CLOSED OUT ,F ASSOCIATION PLAN NO. y r - S i The Commonwealth ofMassach,usetts ( DepartmentoflndustrialAecidents ( �• Off ce of Investigations 600 Waslrin ton g Street Boston, MA 02111 �t .Y wwrv.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A�llplicant Information Please Print Legibly Na21t' ��� . (Business/Organization/Individual): 7 1c3 IL-b//lJ(; `/Vc - t Adiress: 1,0 Q. 60)( 95- C iPIState/Zip;CIFI-7F2Vlt—t-c-' It1iq 01l ;z Phone #; 3 6r&" 7 7/- 1d yf, Are iou an employer?Check the appropriate box: Ft project(required): 1.❑ 1 am a employer with 4. [�I am dgeneral contractor and Iw construction ' tmployees (full and/or part-time).* have hired the sub contractors. 2.❑ I am a sole proprietor or partner listed on the attached sheet. 1modeling ship and have.no employees These sub-contractors have molition vorking for me in any capacity. workers' comp, insurance. Building addition No workers' comp. insurance 5• ❑'We are a corporation and its rtquired.] officers have exercised their ctrical repairs or additions 3.❑ Iam a homeownerdoing all work right of exemption per MGL mbing repairs or additions myself. [No workers' comp. c. 152, §](4), and we have no f repairsinsurance required.]t employees. [No workers' er comp. insurance required.] 'Any appliant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowters who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit.indicating such. tContractoa that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: /If,4 ID Policy # or Self-ins. Lic. #: A,)Cr 0d 73 410-6 la Expiration Date: 111112 Job Site Address: 'vS D5"d245 �. t/�/Z City/State/Zip: C'074JI-7 /W 4 Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be.advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification, I do hereby certify under the pains and enalties of perjury that the information provided above is true and correct. Si nature: Date: Phone#: - 5�11� ' .7`ll- l 6 `/iG. Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2, Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6, Other Contact Pierson: Phone#: Information and Instructions usetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. assach P K P q lursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, txpress or implied, oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the nceiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house of on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." . NOL chapter 152, §25C(6) also states that",every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 1,52, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements-of this chapter have.been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have ' employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Shoufd you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured,companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or.town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be fi Iled out each year. Where a home owner or citizen is obtaining a license.or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: " The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 021.11 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia yof THE r Town of Barnstable ti Regulatory Services 6ARNSTABLE, v HASS. $ Thomas F. Geiler,Director fn �"�� Building Division Tom Perry,Building Commissioner .200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I 07y 17• W1151AV r 1:C' as Owner of the subject property , hereby authorize 4Y5 ih25 9 014AIA/V, to act on my behalf, m all matters relative to work authorized by this building pernut application for: 7-d` (Address of job). A-k Signature of Owner Date Print Name If Property Owner is applying for permit-please complete the Homeowners License Exemption Form on the.reverse side. Q:FORMS:O WNERPERM ISSION Town of Barnstable THE rp�y Regulatory Services + BARNSTABLE, Thomas F. Geiler,Director MASS. q, i6.19. Building Division AIFD>AaYa Tom Perry,Building Commissioner 2QO Main Street, Hyannis,MA 62601 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 Persons)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 perfom7ed 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.L'I -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 of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. ITempParcelEdit Page 1 of 1 F ` y , �, erg• , -�� �,�� "us}N r� Vim: { w i # � ✓. 'vary —c Logged In As: Wednesday,7anuary 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 1 062 { Street Number: 45 Unit: Dev Lot: LOT 62 Road Name: OSPREY DRIVE T/R l Sec. Road: Villlage: 07 COtUIt Part of M/P: MAP 002 PCL 002 Plan Ref: PLBK 617/69 75 (APP 7-62) Date Added: Updated: U A b dates Delete - dd Another http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 AWC Guide to Wood Construction in High Wind Areas: 110 inph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 THE SURFSIDER MODEL,COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)................................................................... ........................................a........110 mph Q WindExposure Category....................... ........................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories 5 2 stories Q RoofPitch ...........................................................:..............(Fig 2) ,................................................12<_ 12:12 Q MeanRoof Height .....................................................................(Fig 2).:•........_.......................................16 ft <_33' Q BuildingWidth,W ....................................... . ........ 42 ft :5 80' Q. .....................(Fig 3).........,....................,.......... Building Length, L ..............................................................(Fig 3)..............................:........:.. 62 ft <_80' Q BuildingAspect Ratio (Fig 4 .........�.�.7 ...1.5 _<3:1 Q P (L/VV) .............................................. ( 9 ).................... Nominal Height of Tallest Openingz ..........................................(Fig 4)................................ ................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)..........:..................................................... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............:_............................................................................................................... Q Concrete Mason 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only g, r. Bolt Spacing—general ................................. ........(Table 4)...............................:.................... 32 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5)..,.....................................12 in.<_6"—12" Q Bolt Embedment—concrete................. ........................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment-masonry........................................(Fig 5)•..........:..................I.. ....... in.Z: 15" N/A Plate Washer...............................................................(Fig 5) ................................................>_3"x 3"x'/" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).:.................................. Q Maximum Floor Opening Dimension...................................(Fig 6).............. ..... ..... 9 ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) .... ........... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig,7).....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... ft <_d_ N/A Floor Bracing at Endwalls...................................................(Fig 9).......,.:....................:..................................... 0 Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... . Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)......................:...314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS - Wall Height Loadbearing walls..:............:.................:......:.:.............(Fig 10 and Table 5)...............................8 ft <_ 10, Q Non-Loadbearing walls...............................°...:............(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....:...............24 in. <_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft <_d N/A 5 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls....................::..........................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10)...............:.................................................. Q WSP Attic Floor Length...............................................(Fig 11)..,.......:...............:................... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)................:........:.....(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.<_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_11' Q Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................9 ft 0 in.<_12' Q Sill Plate Spans..........................................................(fable 9)..................................—ft—in.<_12" N/A Full Height Studs(no.of studs)...................................(Table 9)........................... ...................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openingz ._.................::..............`..........:.:_........................6'-8"5 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)....................... ..........:.........................4 Q Percent Full-Height Sheathing......:................(Table 10)...................................:...................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.............................................. .......................V-8"<_6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11)..................................................:..12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding. Ratedfor Wind Speed?............................................................................................................................... Q AWC Guide to Wood Construction in.High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR5301.2.1.1)1 5.1 ROOFS ' Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear............................................:.(Table 12).................................................S=77-plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness...:....................................... ................................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening........................................... able 2 ........................... .............................8d Q THE SURFSIDER MODEL COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill.plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:,Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Cheddist for Compliance (7g0 CMR 5301.2.1.1)1 WEN THR EDGE RESTS ON FRAMING USE 8d MAILS ATBb.(- ---_ ��..N_-- ------- - 11 11 11 - 1 11 1/ 1 u 1-I tl 11 11 1 1 11 tl 11 I t II 11 11 - 11 ll. 11 7 11 Il I 11 II 1 ..CC 11 11 1 1 S /1 O 71 P/ F Ir - it Il a r It d !1 it CD1 - - I 'U 4. 111 0 1 Z _ m h 1-1 ;K Q it 17t i Itrl 2 1 I p '1 11 I 1 Ir 1 It � - 1I W - /r Q i 1 11j 1 • a u 1 11 f 11 It � 1 1 7 I 11 II 1, 1 la I 11 rl 11 II (-fly••••__ , 1 11 It e O UI8UCOGE `------- MAILSPAJCWG `yam See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CMR 5301.2.1.1)1 1 i 1 1 i ei ' W �m 111 -RAPAING MEMBER$ [i1J1 r EDGEWYERMEGIAT£ i rE Z STAGIGARED 3"Mr+L NAIL PATTERN PANEL PAWL EDGE DOUBLE NAIL EDGE SPAIMG OETAL Detail Vertical and Horizontal Nailing for Panel Attachment y Bayside Building Inc. Certificates of Insurance 2010 All Cape Garage Door 06/01/04 10/07/1.1 06/01/04 06/01/11 Aluminum Products of Cape 08/15/04 08/15/1 I 08/15/04 08/15/11 Anthony.Averinos 07/20/04 04/06/11 07/25/04 07/25/11 Cape:Cod Marble & Granite 07/01/05 .. 07/0.1/11 08/16/05 08/16/l1: Cape Concrete Forms 06/05/07 09/29/11 12/07/07 06/08/11 Carpet Barn Inc. 01/01/06 05/01/11 01/01/05 01/01/11 Casella Waste Management. 04/30/08 04/30/1`T . 05/01/08 05/01/11 Chaves, Robert 08/13/04 08/13/11 12/17/04 : 12/17/11 Christopher Costa;Inc: 01%22/08 08/27/11 02/06/01 02/06/11 Cornerstone dba Tony Arede 03/10/06 10%22/10 03/17/06 02/01/11 Coy's Brook, Inc 04/24/04 04/24/11 09/21/04 10/01/11 Davids Building&Remodel :::.. 01/0:1/07 01/01/12.: 06/14/04 : 06/14/11 : D.P. Fuccillo Construction Inc. 10/20/06 10/20/11 10/20/08 10/23/11 Govoni Land Services 05/31/04 06/22/1 l 07/04/04 06/22/11 Hill Construction: 04/29/07 04729/11 08/14/04 08/14/11 Kitchen Appliance Mart :08/12/04 08/12/11 01/01/05 01/10/11 MAP Insulation.. . - 10/01/07 . . 10/O1/11 : 10/0'1/07 :, 10/01/11 Meagher:Bros. Construction(DECKS) 04/25/09 03/24/11 1.1%09/08 03/10/11 Meagher Coristruction'(ROOFER) 06/19/04 '.03/13/1.1 06/23/04 06/23/11 Morse's Masonry : 03/10/07 03/ 0/11 10/11/08 10/11/1I: Reed, Mel 07/21/04 07/21/11 07/21/04 07/21/11 Steven:Johnson-°SMJ Carpen 04/25/04 10/26/11 04/25/04 `10/26/11 Whiteley,W.Vernon 10/01/04 10/01/11 10/03/04 10/01/11 Wood Floor Specialists 02/03/08 02/03/11 02/03/08 02/03/11 Page 1 of 1 t T REScheck Software Version 4.4.1 Compliance Certificate Project Title: THE SURFSIDER MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. �kb Compliance:12.8%Better Than Code . Maximum UA:250 Your UA:218 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ..,�.,�,' '+.-&ae+ '^ m,s:�.w�e-.5m<...nr• a +qa..--,+� �nLlixJUT ui'�q:1i:A7 T.t { e � , o TOTAL CEILING:Cathedral Ceiling(no attic) 1482 38.0 1.5 38 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.310 5 Low-E TOTAL WALL:Wood Frame,24"o.c. 1620 21.0 1.5 73 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 100 0.310 31 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1482 30.0 - 1.5 46 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: THE SURFSIDER MODEL Report date: 03/11/11 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 1 of 4 I REScheck.Software Version 4.4.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-38.0 cavity+R-1.5 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-21.0 cavity+R-1.5 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low_ -E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.280 Comments: ❑ Door 2:Glass,U-factor.0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity+R-1.5 continuous 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/door jambs 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. Project Title: THE SURFSIDER MODEL Report date: 03/11/11 Data filename:C:\Program Files\Check\REScheck\SURFSIDER.rck Page 2 of 4 (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. (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. (� Comers,headers,narrow framing cavities,and rim joists are insulated. (g)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: 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,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: 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 118.6 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 177.8 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 88.9 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 59.3 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 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: ❑ Circulating service hot water pipes are insulated to R-2. Lj 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 or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Project Title: THE SURFSIDER MODEL Report date: 03/11/11 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 3 of 4 I� Ll Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Q Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. 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: Li 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's'). Certificate: Ej 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) Project Title:THE SURFSIDER MODEL Report date: 03/1.1/11 Data filename: CAProgram Files\Check\REScheck\SURFSIDER.rck Page 4 of 4 2009 IECC Energy fit Efficiency Certificate Ceiling/Roof 39.50 Wall 22.50 Floor/Foundation 31;50 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 Heating System: Cooling System: Water Heater: Name: Date: Comments; assachusett - Department ii.4 Publk -S;afe_.[_4 P>a.ard of Building,Rei37aaiations and st a�iil,Ird.; art ➢;.vOpn.Superais r Lizen..3m Li--mnse: CS 5645 restricted to: 00 , BRIAN T OMEN ,oaf PO BOX BENTERVILLE,Mp,a.:02632 �j Expiraf ow.4/1912012 Tr?: 21209 i Restricted to: 00 00- Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the ' Massachusetts State Building Code is cause for revocation of this license. Refer to: WWW.Mass.,Gov/1BFS. ��.` � N�i •'ljl�' �'`�� � � � ���. � E TOWN OF BARNSTABLE Building Department - Foundation Permit Date 3 i 3 l/ permit # Z6tI d( V yC �• Name C+'�' F�wy. �/s ' �• � : .le Ati�; ! 0 � location yS D1pjtFy ���, C T, Oo2 - oaz • 062 nsp. of Bldgs. �0F1HE TOk� Town of Barnstable BARNST ABLE Regulatory e ulator Services MASS . g Y 9 m°• t639. 0 �'pTEDMA��` Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location'yr D�,or , J r i v G Permit Number A o 11 DZ y(�� Owner C y Builder `s' One notice to remain on job site, one notice on file in Building Department. The following items need correcting: x- r SING /7'c � L��� -� �/:,�/.c� �✓ r-L., Ylr-- t G 4/7- STu b S �E-c---�> c�� `�� L-"r-62 7--07-V4-Z:, &-pC- CK3D rt, 2— vz2,r /o T lj�y�71 7Z 1UW-Cc. S'UW f�W• . xt/4 c 117-c Ff IJo-- (f,9 AL.✓1 c---r 7- G A K W 6< CC--t c. /ru 6 \ro (5`r S V t5;.-k L-)(I Tk- it),Aq t- 0 S--t'&e otA4:6# S tc Cis 7 ' Please call: 508-862-4I98 for re-ins ection. Inspected by Date 9 i TempParcelEdit Page 1 of 1 Y,...r.. �,F.s Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. ' New Parcel Detail New Mapparcel: 002 I 002 062 Street Number: 45 Unit bev Lot LOT 62 ` Road Name: lbsPREY DRIVE E T/R Sec. Road: T/R Villlage: 07 COtult �= Part of M/P: MAP 002 PCL 002 ��.._..�._._...._...,...._._._..__._............... _........... Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Uptl Delete AddAnot erg http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 . . tV •x - SMOKE DETECTORSREVIEWEDcm - B NSTABLE12 iL PT D --- --- -- - ----- _ - - - - - �. ARTNENT DATE F S ARE REQUIRED FOR PERMITTING OD- - - 4 Y : CARBON MONOXIDE ALARMS (j' MUST BE INSTALLED PER � M BUILDING ASSACHUSETTS B D NG CODE i • � lad lop ► �� o - OD 1 ONT• ELEVATION 5CALE: 1/4" = ii-0° z - m CL w w Q ' Q Lu ® _. . �. uLu �— Z Z P� }— Q (n LLA _.. t _ z CNI p _ EET S •REAR :,ELEVAT[ON A 1 SCALE: 1/4'1 1'-O'f JOB- 1036 - : DRAWN BY- KW DATE: 03/08/11 Ln -- --.-- MEMO Lr) 12 Ltd �1 Lh -- 00 lal Im- � as a0 w 0 — L———J 00 i PTELEVATION. SCALE: 1/4n _ i'�Qn 12 Lu Lu.. .L. ... ... - ... .. ,.. ... ... ... - ... ... Q .. .. .. LU JLIL IT FLIF LU LU .. ... ---------------=— Y. SHEET A2 —. L FT EVAI®N SCALE: 1/411 1'-p" .108: 1036 • DRAWN BY: KW DATE: 03/08/11 NOTE= bat 0" CONTRACTOR TO REF : 12r-On q 1 ° 1 1t - _ TO WFCM:110 X 8 AN t0-6 13-8 _ e-4 4'-4. 13_2 a CHECKLIST FOR ADDI ZONAL � HIGH WIND TEC14NIOUE � RELATED TO THIS P N SHEAR WALL COMPLIANCE: t6'_O" W- 30% OF EACH WALLRUN " VERTICAL SHEATHING WITH DECKrk 8d:NAILS 3u EDGE/1 u FIELD _ a - (4)16d. NAILS PER BOTTOM. PLATE - o %. L® 15% OF: EACH.WALL RUN s r VERTICAL SHEATHING WITH .. — 00 6d.NAILS 3" EDGE/1 ' FIELD x g x IY x x o _. 0 (4)115d NAILS PER BOTTOM PLATE N _ N NLn F . D C� LL y .. i :..i —__..-_ Vie...''. K i '�. .r .`.rc';.. •'v �'. S fum�wx:. P' ar,c.S.:e ,-'F ... ... .. ...' � ,._,..zn.� .Tve:rm-.�v,._,..<5; .>,e:.<. _�. dtt.-;,:�.„x».,,"4;.�,.,�.'S-� �..�.:.��+:.;4, ..r.:.'� - — �: .. 12'-O° CATld1�RAL �E 2��y MASTER: DROOM . ---- 1 PKT . OAK n,-oa cAT1�€DR�,t _ z BEDROOM :#2 vs a.. vs bob , - - ;, SKYLIGHYI _ v CARPET' i p CAT1.1 L ABOVE T • 5' Ou TV �q/ B TH 14'-0° :GATH LOD TILE �� ... ,,• A 4 EDRA . FLAT L110 anDINING KI`fiCHEN = � o (2)_ta°tvLso - _ �1/8 x 60 7/S 2 s 2� OAKOAK: m W - - CONTINUOUSapTIN 4410 adz u STRUCTURAL RIDGE x M M y �CUTTLE7 �E�lii - ay 30 I/W x (00 7/8° ..24 13'-10 i/2° 3 n _61 3'-gn 6' o . ¢ _— - _ - - _ m 4 _ 4 s TW24410 N r FL 1 - (2) 1W LV,&,_ a� - CONTINUOUS i° - g` Q -0 -0 - J — f ax4 STRUCTURAL RIDGE N - a B� FLD 2 2 a a _ co P PUS OM s _ Y« a a o r Lo -„; N h z ° a n Rti E — FL. FL. 3Q 1!8 60 7/8 i n 4r_7n r 4 P. N a$ , O —— — — —— . a �� _ � m r —— PRATED . 14' O GATIIEDRAL:: I I►d � - 1 9¢r""..Z..FY sue` ,+:.. .i. :,'��::,;..✓a6,���Y:`, �..=(4',.s 'A'. n.. lI W.. CATHEDRAL Q. ® ® fi o o 5EDROOt-1 #3 OAK N ® o = - CARPET m i o - ,��, � `' 34 I/20 x 82 1/20 v 3 LITE 2868 w ----- n TRANSOM n-- ----- 01 BASE CAB. i s ABOVELu La 01 up- F Z 3/N 45 2g,. CID .: 3a^ f'aF>'d' .'dsz s".cus '3^- ... .. _ _ L J o 31-0 3 _53 ° x 1° co Q 6 �;� �� ... W12x22 STEEL A80VE p - s = OPENEte� TW 24310.. N Z Q _ 41-21: o a a o 30 1/8° x 48 71W U ¢¢ff ai $ GARAGE a � CONCRETE SLAB q x PITTCJ1 TOWARD DOOR Z x u � .. b 51-211 O O.H. DOOR t CONCRETE APRON SHEET SEE' SHEET.A/6 �rOR FRAMING DETAILS AS 41:-311 W-VI 41_311 g1_011 151-21' FOR NARROW WALL BRACING ... 151-011 241-21 r 201-011 ' 2'-10" JOBS 1036 6 ° - � DRAWN BY: KW 2'-O DATE: 3/8/11 IN r � . IN i - Ln :. _ a a><lo GIRDER . I �o �GALv. METALFs�ANC to, °somo TBE PIER.TYP • I I ® oQF I®f i . In , i u x o . _ v , TO SLAB r. DlO I TO_SLAB DROP _ BELOW wAu. »ELo+a: �osT a►�AI:L �a 0 3 L a� _ 21 0m I _ 3 .. O"x7-9° CONCRETE WALL REAR WALL ONLY:.. N a _. . 6 ( - 1 - • o •20°X1o° COIVT FOOT N _ I: 00 POI P _ _ Low • I — TVdR432 „ .. \ ® wwnn ! Fj1o51 5'i-31 61-"m.. �1_llm 7r^2 . gieg (�L[ 6-2. .. ! „ WALL _ L4 • .., .till r -: •. ...,.' o .,. ...- _-r� ®. ... :..' .:-., x. '.'. ..1 •f. .. .. .. - -. a ., - ... - .. 1 I \\71 \ I ! BEAM ` \\\ \`i \� .. \ \\ ! 1 3 0mx30°x12° _p11 1rzA Ea POI «f —— P1�OiANa CONC. PAD M,T PLOOiANa II I a n � I y cm • R gl 0 — I 3 1!am CONCRETE SLAB VAPR BARRIER II� I m � m>a x7 a CONCRETE WALL 16'.°xlo" CONT. FOOTING L,_ j } 1 — I Z I — - � � — — I s OFFSET TO I 111 Q f ALIGN WALLS 011 2 —JLU .1 _ L o , . . ... ... c .. z:.. :.. .. c.. ! i ° CONCRETE SLAB I I 04 N w a OL NOT STEP WALL e _� 0 6/8° ANGWOR BOLTS CONCRETE 5_a„ EMBEDDED'7° DROP la°SPACED FROM N — a q TOP OF FOUNDATION ! - — 1211 FROM CORNERS' °x31�g" CONCRETE WALL ! I WAS44ERS 3°x3°xIi4° -. _ 1fo11XI®a CONT. FOOTING � : loll ! ! • I rsI: ! r I FU N AT I FLAB L II --- I LE /4 0 � •. . I - . .... SWEET im ' a u 16i_yn 11-911A4 _. 15i_On 241-2" 201_011 21•-1011: _ .loB: 1056 - .. DRAWN BY: KW -- DATE: 03/05/1 Y • to Ln Lfj OD LL RAISE CEI LING JOISTS TO ALLOW -6 DOOR AT TOP.OF S TAIRS RIDGE VENT (2) 18' LVL,STRUCTURAL RIDGE BOARD:::. _ CDX PLY. SHEATHING OG � ASPHALT SHINGLES O� . .. 11 s i la `ae /�•�C 12 �. R38 FG INSULATION 4 2x8b® 6°O.G. Qa BLOCKI04'-O°O.G. I� Ln 'FOATING DORMER° IYSFItROM GABLE l ALLtAR. :. AN4518 . Ld 53 3/5' x 21" CA7H LINGSI -- - Et i MAINTAIN AIR SPACE 3'_p" 14°� LIVINGI R/ DIRIN<x 4 • - I CONr..VENTING DRIP EDG i j 21 V MASTER SUITE FA TOM ST®RAGE RIGID WIND WASH BARRIER REQUIRED -. Ix8 FASCIA - A7 EXTERIOR EDGE OF EXTERIOR W ;i RIDGE OVER KITGHpd i tx4 SECOND MEMBER TOP PLATE ALUMINUM GUTTERS AND DOWN SPOUTS 2x8's® I6 O.G. SIMPSON H2.5 Im FRIEZE BOARD AND MOULDINGS r FASTENERS AT ALL I •r tx3 STRAPPING . RAFTER / TOP PLATE .I: I r� 1/a° GYP. BOARD: JUNCTIONS TYP. ! STRING - ISR � .rJ STAIRS .. la sTRI 2x6 EXT. STUDS® 24' O.C. ! r-j - KITCHEN ' _ R21 F.G. INSULATION v 1/2' PLYWOOD SHEATHING TYVEK.WRAP (OR EQUAL) W.C. SHINGLES. i r, J _ 3/4' OSB SUBFLOOR 11 R30 FIBERGLASS INSUL. P.T. 2X6 SILL + SILL S ANCHOR A7 32' O.G. 200's! 1610.G. ` (I _ 3t2IRT I I/2 STEEL COLUMNS 3- 2x12 STRINGERS 0 ® - �. 1111 �: 6 5ASEMENT z nFE Q W 8'x T-9' CONC. WALLS ° CONCRETE SLAB s �-1/2 DAMP PROOF•BELOW GRADE y ! ri z IIIV/ CROSS SECTION _ - - SCALE: 1/4".- 1'-6' c SNEE7 A5 JOB: 1036 - - DRAWN 67: KW DATE: 03/08/I 1 _ STAGGER NAILIN .. .: : INTO BOTH PLATES. ..: ..-- .: .. .. .. Ln '. YJ C 2x6 DBL TOP:PLATE EXEND HDR TO COi2NER 2x6 DEL TOP PLATE FULL LIGT. STUDS .. : - is ... ... .. .. �.o ... JACK STUD NI LTO PLATE VERTICAL. •,.. "" - TO BTM OF N R - - - - 'STRUCTURAL PANEL ..W/ 2 ROWS OF 16cl NAILS, - MM �IU NAILED 8d COMMON: 0.3" O:C.': " +►J. ® 3" O.G. EDGE .. AND 12" IN FIELD a EADER ... y STRUCTURAL PANEL NAILED 8d COMMON. ' MULTIPLE OPENNUOUS INGS " 6 3" O.G. EDGE AND FIELD CONTI �` .. H. S I MPSON PHD (19 GA. _ DOOR TRIMMER STUDS STAGGER NAILIN INTO BOX AND SILL - - :. _. r' 2- 5/8" ANCHOR BOLTS- 1 LATE W L ASHERS iAY no wo Ln ... I' m . . - ... ... ... - - .. .m dam. ... _. ARROW SILL TO PLATE :.u�/ WOOD STRUCTURAL PANELS NScALE: N.T.S. w ALL BRACENG AT GARAGE DOOR .SCALE: N.T.S. :- -. .. .... . . .:: .: --:. - .: ::: -1 ... ,. .. 'S ... .. - .. .. ... .. ... ... .. ... .. ... _. _. JOINT DESCRIPTION NUI 18ER OF NUMBER of NAIL AC NG COMMON NAILS BOX NAILS ROOF FRAMING E1�? - ... - .. ... .. ' c .. NAILED id EA:CFI IJiD VBLOCKIR:70 RAFTER TOENAI ) Z-Id A RIM BOARD 70 RA ED .. O �. ING .. .. i5-1d -. TOP TO BPLATEnDM(FACE NAILIED) (FACE _ 2-lid 2-16d :Z4•o C. ®: Lu n': ER(PACE NAILED) 16d Ibd 24'O.C.ALONG I°.DGES - :NA LED). .. - ... ... .. ... ER..�. _. HEADER TO HEAD e .. RAFT 16 O.G. � .� LU s, w. FLOOR FRAMING LU JOIST TO BILL, TOP PLATE OR GIRDER(TOE NAILED):- 4-801 .4-10d PER JOIST .. . .. ... .. .. - B OR PLA LED 8-lid 4 16d E4CH BLOCK BLOCKING TO JOIBt(TOE.NAILED�. .'-. ... .. . BLOCKING TO BILL TOP T TOE NA ). .. .. .: BEAM - WAILED)�� � 8-1bd 41" 'EACH JOIST. ... .. ° .. .. JOIST STRIP TO BEAM(TOE NAILED) �� 3-8d 3-I0d PER JOIST ' ° H2.5 EA: RAFTER -16d .... - ::Co .. .. .. .. BAND JOIST TO BILL OR TOP P NAILED) TOE Z 1iD 416d PER JOIST.. . _ BAND JOIST TO JOIST. .... LATE C NAILF�) - .B-t6d PER FOOT . 'n .. .. - W _ I- V 9-- ROOF SHEATHING TOP PLATE sTRuctuR.0 PANELS Z RAFTERS OR TRUSSES SPACED UP To 16•O.C. Ed toe 61=GE/6,FIELD ` RAPTERB OR TRUSSES SPACED OVER 16'O.G. 8d IOd 4'.WGPJ6'PIELD .. .. .... GABLE L•PIDYIALL RAKE OR RAKE TRUES w/o GABLE OVERHANG. 8d .. .IOd 6' EDGE/i•FIELD . .. GABLE ENDWALL.RAKE OR RAKE TRUSS w/STRUCTURAL 8d �� -IOd 6° ED4PJ6•FIELD .. .. .. ... OUTLOOKERB . .. .. ... .. ..' .. -GABLE ENOWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS - Ed - IOd. 4'EDGE/4°FIFJ D .. CEILING SHEATHING RAFTER. TO PLATE CONNECTION SCALE: N.T.S - ... SHEATHING .. GYPSUM .. 'Ed COOLERS ... 7'960VIO'FIELD WALL _ - WOOD STRUCTURAL PANELS24' . :::. STUDS SPACED UP TO 24'O.G. - 8d - IOd 6'EDGPJIZ'PIELD SHEET . .... � J5°AND dlfy°FIBERBOARD PANELS .. Ed .. 9'®I:FJ6'FIELD Xj'GYPSUM WALLBOARD 8d COOLERS 7"EDGE/Io'FIELD FLOOR SHEATHING _. h.'ODD STRUCTURAL PANELS .. - 11 OR LEGS 8d IOd 6'EDCE/I°FIELD A6 GREATER THAN V. tOd 16d 6 EDGPJ6•FIELD ..108: 1036 DRAWN SY: KW DATE: 03/05/11. Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 62 r- 45 Osprey Drive Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 Page 158 Hyannis, MA 02601 Mina Modification No. 1 ® Deed Book 22249 Page 282 - Phone — (508) 771-7502 Fax — (508)-771-7622 r` Job Number. 2005-214 Scale 1" = 20' 03-23-2011 as ' 3 y •,co co as A F, Nr : 1 v oN S LOT 61 3S'4 j„ 41 18 E • - z z LOT 62 0 10,129f S.F. 0.23f ACRES " o\ ; zM 22.4 r ` 3 � Q11 N q Lz n o� OD% O p Q 00 r- M ori, N 8T32'18" w 50" r� OD LOT 63 -� rn N N Ln J a c C c� c r� n L� U. f- C IL V n I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE.EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION .TO.; w , U. PREIMETER MONUMENTS SHOWN PER EXHIBIT A (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN c SPECIAL FLOOD HAZARD AREA. iLM THIS PLAN IS NOT 0ZBE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. '_ 74 ;� V 7 'Si C REGISTERED PROFES ONAL LA D SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE C �. .- . T.. C C v,yi c� i Fbundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 62 N 45 Osprey Drive Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C 0 FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Registered Professional OPEN SPACE. Cotuit Meadows Homeowner's Association, Inc. 0 Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 Page 158 Hyannis, MA 02601 Minor Modification No. 1 0 Deed Book 22249 Page 282 Phone — (508) 771-7502 Fax — (508)-771-7622 Job Number: 2005-214 Scale : 1" = 20' 03-23-2011 rn M co ►� a a- co co • ao m a. a. o, a ni S LOT 61 4, L=0.46 4� 2 LOT 62 ZM 22.4' o q i� 22� g N r�` N COry _1 I o tn o a 0 • 500 N 8732'18" W o LOT 63 N rn 0 - `:'. I CERTIFY THAT TO THE BEST OF 'MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN . � COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20/10/10) AS NOTED IN TOWN OFxa BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT A (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. Al T TO B RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. THIS PLAN IS NO '- REGISTERED PROFESSIONAt LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 1 r. GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Z WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2008 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2008 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETIS ENDANGERED SPECIES ACT, \ REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER \ \VDEEEGETA 12" f RECHARGE PROTECTION AREA P RAIN GARDEN l DEEP C.F. ORAGE) N TOFF-54.0/B OM-53.0 _ CONSTRUCTION NOTES: C} LOT 61 I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED Q / U 1� F 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM Cii • \ X 6t.0 THE SUBDIVISION CONSTRUCTION PLANS FOR COTUR MEADOWS, • 53.o x .7S 62 X DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. A \ 18.0 61.0 x 62, y s 3. SEWER BUILDING CONNECTIONS: ' ••..� w - -.-- x 6225 `' 63.5 ev MIN. COVER.SHALL BE 3 FT. \ SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER 2 x 625 UTILITIES AS REQUIRED BY BARNSTABLE DPW. 10912 f S.F. \ sLAGARAGE.a1 0 �'ROpp 2 r — MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1% a 0.23E ACRES \ N C..._ AY SMH + S 55. 2Z2' o h N _ CUR / i. =m 57.12 p x 1z ez S 6230 1 WA 630 M \ a SERH� V„ 0 2 • N _=� .�4 ' Cotult Meadows Subdivision ig Go --._� � 2.0 62 1 z S CIEAN Cotult Barnstable Massachusetts 9 54.0 \ b - OUT Q ! '- ` ui "? "• PREPARED FOR - ° x49.0 60 'COTUIT EQUITABLE HOUSING LLC o.o a q R 0. Box 95 =X5 5T0 Centerville, MA 02632 \ , � \ \ N 8 3 ' 000 TItt.E" � 2 18 W Site Plan VEGETATED 12 ' DEEP RAIN ARDEN \ ® Lot 62 • 45 Osprey Drive (125 C.F. S AGE) ` LO 63 Top ROUNDING OVIDE {1) 6 DIA. x 6' DEEP ACHING BASIN W 1' STORE OO SURROUNDING ALTERNA B R E IVALENT VC E) AXTE NYE ENGINEERING & SURVEYING C NEI ALL ROOF D0 SPOUTS TO ACHING 3 Registered PfOfeS510ti� BASIN ` � Engineers and Land Surveyors f, \ S a 78 North Street,3rd Floor,Hyannis,MA 02601 � �H OF U,4q Phone-(508) 771-7502 Fax-(508)771-7622 o MATTHE � 3 o pp � v IVIL 20 0 20 40 0.4318 GIST SCALE IN FEET F S�oN L SCALE: 1" = 20' DATE: 03-14-11 REV. DATE: REMARKS Lot 62 mwm NAM 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214 o