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0037 OSPREY DRIVE
� � �oT lo/ a 0-�� - OG�/ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 662 �Parcel ��l E(J(L®' Application # -L. SIG DEPI- Health Division Date Issued Conservation Division SEP- 0 6 2016 Application,Fee Planning Dept. TOWN OF 8ARNSTAB LY Permit Fee �t0•` � 1 � Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address ✓7 ®S�l'�� ��1 V(�> Villlage I D2&�57 � r Owner;Yoh r R f isC.41c% Yf i�lawlkn�l Kr Ca dress '116 07L41 Telephone //9 -0.2 Permit Request 0 / cc., A� Wiw hW A&gieA- /,F/AM &L,5,ft4LJ ID "jAvs, Square feet: 1 st floor: existing proposed 806 2nd floor: existing proposed 15W Total new 0 Zoning District Flood Plain Groundwater Overlay Project Valuation ®®® Construction Type 'dUIY�C�4me. bA-Arum Xadrh( 7 --nwy,� Lot Size 6. 21 ace acet Grandfathered: ❑Yes YNo If yes, attach supporting documentation. Dwelling Type: Single Family ar"' Two Family ❑ Multi-Family(# units) Age of Existing Structure /0 Historic House: ❑Yes 3 o On Old King's Highway: ❑Yes Basement Type: mull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing D new 9 Number of Bedrooms: 3 existing I new Total Room Count (not including baths): existing new First Floor Room CountAA 3 Heat Type and Fuel: ZGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Cklo Fireplaces: Existing New Existing wood/coal stove: ❑Yes 3lo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 3"existing ❑ new size3rShed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes l/l!No If yes, site plan review# Current Use 61 wtn Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name W t-Telephone Number 3(Ak_006:5 Address / Be /cLo e K License # (� U► Home Improvement Contractor# Email Al a 4 iy 4w& � Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE I DATE Ilh FOR OFFICIAL USE ONLY r APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER z• r DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 'l PLUMBING: ROUGH FINAL GAS: ROUGH FINAL x• FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ABC Guide to $good Constr=Iorr M' Hg r WLmd Arica:IIO mph WrrdZone Massach>outs CheckNst far Coma liana use n4R53ot-L L:l}� - _ COMP /]1_1 SCOPE• f i"I . ll►rmd 5peed43-'sew�-• _ 1fo mph Wrd Expo=ra Cafiegary B - 12 APPL1MA1IIIIY - . --- - --�l�fiasi6er a�s�(a:toafiwlv"cli e�eds B itt 72 siape-shaIl be�dered a sf�y)- •sbries-5�sfaries - - - ------ - Root FSrh - MEan FtMfHeight (Fig 2) It 91' Building Width,W (Fig 3) Btu7d>ng Lapr*4 L - �9 3J — 6Q' . .� SiAding Aspect Rabb(LAN) (Fig 4) S M Nn a*ial Height of Tallast Dpm*g? (Fig 4) • t3 FRAIMNG CONNEC7F)ONS _ General con iprancs eft f arr i g rxnne=6ans (Tablet) 2-1 FOUNDA-TICrN Foundaflon Walls rneefmg regt&=enLs of 730 CMR 54041 Dons Masanry 22 ANCHORAI;ETD FOLMAMON 3. - • 518'Anrfix i�n�dmbedded or51B'Prapriefary hlfedsanical Andwrs as an alfema5ve in corrct�only . Batt Spacing-general._._.__._.- • 7able4) in_ Bolt Sp ,g from emdipm it plaiE (Fg in_5 6`-.I V. _ Bolt Embedment-=ncreb (Fig 5)-__ in_y r _ Bntt Embedment-masonry - - (F►g 5) PIS Washer. ' - (Fig 5) '3`x 3`x Y" Floor flaming member spans checked (per 7$0 CMR( �} t' mdmumFborOpeningVaner�sion (Fig6) Full fiE aght Wall Studs at Flout Oj ep cogs less flan 2'from Friar gall[Fig 6)----------------:---__.._ Mi�nian Fbx loist Setbacim Suppoiiing Ic;adb=uig Waifs ar Sheamtali (Fg 7) —ft s MaXhnum CartiileYered Roar Jdtsfs Suppor5ng Laadbearmg"War Shean all (Fig 8) ; —ft s d •FloarSrac>ng at Endwan T gig g) Floor Sheathing Type _-[p 7B0 CMR-CM -r-55) Floor Sheathing Thidme!m - -- ---- -(per7T30 CMR Chapter 55) In- Floor Sheafiing Fasten .- (Table 2)__d naffs at in edge t in•field 4.7 WALLS � - Wall Height I r--v Marimg walls (Fig 1.0 and Table 5) ft c 10' - Noi rd•aadbearing wails_ _ (Fg 10 and Table 5) _ft s20`- waH Stud SFcbg (Fq 10 and Table 5) _Ins 247 o-¢ - Wag&txy Cmr� [Fgs 7&S) 42 1=X�DPMAL L53 .. J wood studs- Laadbeatiag atLs (fafaie 5} ._.2x Non4.aadbewingwalls..._ - -- =(Table5) 2x Gable End Wall Bracing Full HEicO Endwall Studs ' (Fig 10) - - VVSP U5c Fianr length {Fg 11) _ ft;!M Gypmm Cog Lengfh(MR?Mt used) -Fig 11)- _ft L 0.9W - - and 2 x 4 Carifir mm Leal Sracg Q S,ft:a-r-_(Fg 1 i) or 1 x 3=Eng fuzzing strips @ tti`sparmg-rr*L iR!$i.2 x 4 blar g @ 4 fL spacing in endlalst o4 t rtss bays - - Doable Trip PL-& _ -CPrjr---L arlglh (Fg 13.arrd Table 5) - —ft, Sblim Cann=6an (nn:cf 16d oxrm=nark}' tTabie 5) 1 / — i AI-YCT Garde fo Waod CanMfMCfton in 11ig-hr lKIzdAr'e y: 110 azph Whid Zone - Massachusetts Checklist for CoMig._ance(no o�msni2Us)i Como WaII Corrnerdians - _ - L (nm of 15d gammon nails) (Tables 7) _ - hion- �WAD Cannerrions Leal(na.of 16d common narks) (Table S) lid Bearing was Dpew9s(record lam-last open)ng but d�ic a)I openings for coTfepBanee to`fable 9) Header Suers - (Table 9) —it h`11' Sm Plate Spans (fable 9) — . FIA Height Suds (rro.of"siiids� (Table 9) Non_load Bering Wag Dpenh2s(rm3rd Earpest opeang bUt dHedc an openings far campfrance to Table 9) Header`Spans-.__ (Table 9) —ft* in•5 lz sa PEa'te Spars., - (Table 9) FLA Height Studs(no.of weds) (Table 9) - Ejeriorv&9 sheeting to Reiist UpMt and SQL S'rrnnffani:ausV WFirmrrtnn Balding Dimension,W f4Dmmal Height ofTaliest Dpen& ...._-. _�6r - Sbeafhing Type,__(note 4) . Edge Marl Spacifig - (Table 10 or note 4 if less) Reld Rarl Spacing.— _ (Table 10) � Shear Connection(no_of 15d common nails)(Tabla 10) - — Perment FuB-HeightSheathing (Table 10) — 5%Add5onal Sbnfh ng far Wag with Opening>.BWa7(Design Concepts) Mmcirr=Bruldmg Dimension,L - NDn*al Sheaffring Type (nDbs 4) • Edge Marl Spa�g_ (Table i 1 or nobs 4 if t?. Field Nail 5padrig (Table 11) _ .m- Shear Connection(no.of 16d common narks)(i able 11) , _ Pen t Fu"4eight She acing (Table 11) - 5%Add 5wi d SheWhing for Wall wfth'Dpmbg Mr(Design Concepts) Walt Cladding - - Rated for Wend Speed? - - 5-1 RDOFS - .f3anf framing mm-bee:spans decked? (For Rafiars LL-AWC Span Tool,see BBRS Webs) RDof DVWhang (Figun-_19) ft s smaller of Z or L13 Tniss or Raffar cmmal;6ans at L oadbearing WaIIs - Proprietary Cormednrs r - Up5t (Table 12)- U= plf Loral. (Table 12)- r= - Off bl . Shear (Table 12) S-- -P� Midge strap Ca n7erdions,if collar yes not umed per page 21.- (Table 13) Of Gable Rake DLADDker (Figure 20) ...-.-.._- ft s smaller of Z or L1L ' Truss or Ratter CannecOons at Noa4madbskring Walls - Proprietary Cannedors UpIdt_ (Table 14) U= m. - Lateral(nQ of 15d mmmon rpft)_(Table = !b. - _ 'R6of sheathing Type (per780 CUR Chapters 5H and _._.------ RDofSheathing T lyda _kL?Tile,WSP 1 f RDof Sheaff�ng Fig -(fable 2) -r NDfE - ' er This dhacks-t shall he met in its entirely,=udmg-the spec3ic exception noted in 2,to-carnply Mt the rmgL&e.mft of 7BD CMR 5301.Z.1-I item I. if the cheakrst is met in ft en2ayr there the Mowing maW Maps and hold do a.not raqurns per fha WFCM I10 mph GLridw - - 5 a_ Steel per Figras_SfraPs P - h. 26 cage Straps per F. tyre,11 Up at Sfa s per FijLre 14 . d_ A Figure 17 il g�Straps per IBa and I8b e: Camel 51zed Hold Dnt�ts per Ftgtae Frgure - _be mfian 5%Is:added to file t fi&-helght sf ifzing of fn B ft shall P� Z 'F.�epfioer Gperring heights uP. '.req*w esds shci-A n in Tables i 0 and 11. 3- Tha botbm g plate in exterior waits shall be a minitmm 2 in.nDn ml fWahv ss press=trees fZ-grade- -t FFC Guide to X0od Corzsfrrrcl o,rt arr){ifr U,uzdAreas_II©rpIr H r=- d Zan • Masgachusefts Cheiaklist for Comp&ncc pa cvfRsmi 10 T_i),I 4. a From Tables ID and 11 and iacation cif wag sh-eafhing and Burldng A p Pa n,determine Peet Futf-Height She a bg and ld Sparing requi mwis - b. Wand 5truchn-al Panals sW be a**=thidmam of Ili 6'and be hmhd ed as follow - - Panels shall be instaDed Vift sfn h_qM ezI para al to st& ; iL X hwb=dal johhts sW Dean'ewer and bd nailed to f-m bg. 111- On be a$adhed to boftam pis and tnp.fneniber of the double M Dn huo-Amy=Wn=SDr.r sj� .tolse hap rnernber-af t ie.up'Per double top------ plate and to band jafst at bolbm of paneL Upper ant of ldwar pane!sh4 be made io band joist and lower of ac meet made tD lowest pfafe at fast iMaarframing. V. Horfznnfal nail spacing at dm ble top plarbes, !sand joists,and gudem shalt-be a double now of ad - staggered at 3 inches on mrder per figures b aDw:Vm1c:a1 and Horzonfal hfariing for Panel Affatchment 5_ Glazing pmfe:atr a)new house or harimntal addition—required ff projeffl i thine or clossr to shore en(g eralJy,south of PUP-2B or north of Rb- 5) b)vaitcal adaan—not requVed uuiless them ls e)dw i rwmvdon to$he fast ffoar r)repha ernentivBdous—needs energp mnse nation rompffanc;onfy(chap s3) - fi.!►►road Frame Cart-tudion Manua!OrdFCM}icy i iD MPH,Exposure,B maybe obfairsed fram the Arnerir&I V►raod Coun= EDGERM80H M Esd W.P% 'ATeat - • u I tL 1� - [ a4 i • L IL t• c K H t II I it it fl l L E• _ it ii i • I r t 1 LI I f ! [a tom- it i it Li fr I ! LI I t< 1- tf it r fl {\ pp L SF _ IL • I I a�ill - t j _ � �t p It ii E I ' .Tt' TL[ 3� • i ��- F� i •L ooitfiE.E�f,�a c�r_-��RR�bF314L. See DetE cpn Next Page Verfical and Harimrr l N Tng . - for P-t�d Aftac�t ` �ernc'aI and Naliz�rrfal Nailing . fDE Patref Aifschment - _ Ca a CERTIFICATE OF LIABILITY( INSURANCE DaT�c�fwDD 3/28/201656 THIS CERTIFICATE 18 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 INSURERS), AUTHORIZED REPRESENTAIWE OR PRODUCER,AND THECERTIPICATE HOLDER. IMPORTANT: If the eertEitmte holder is an ADDITIONAL INSURED,the polleWes)must be endorsed. N SUBROGATION IS WAIVED,subject to the warms and eondworm aI the p011cy,ce taln po8des may requ)m an endorsement. A statement on this eertifleate does not center fttft to the ceMeats holder In lieu of such endoreeme s PRODUCER Cr Christian Barber CIC The Oceanside Insurance Group E (508)775-0500 t508f790-7955 M.Chr:Lstim000mnsideinsurance. PO BOB 38 INSUINIONSIAMORDINGCOVERAGE NAICB West Dennis MA 02670 MWASSOOK Insurance consaw INSURED INSURERS Evanston Ins Co A a A.Building E Remodeling, Inc, =uRERcAssociated Emolovers Ins CO PO Box 1667 O. INSURERE: South Dennis MA 02660 COVERAGES CERTIFICATE NWV®ER-.,=63004324 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. NOTWRHSTANDING 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. MR TYPE OF INSURAIit mum POUCTNUMUR, LEM X COMWER=GENERAL UA8►LIN EACH OCCURFMCE S 1,000,000 A CIAIMSMAOE Q OCCUR 1 S 100,000 ` 3fhDC990 3/9/2016 f 3/9/2017 MDFXp we anon S 5,000 PERSONAL&ADV INJURY S 1.000,000 OEM AATE UW APPLIES PER GE NERALAGGRE""M S 2,000,000 X POLICY Q PjER00T- ❑Loe PRODUCTS•C0MP/0PAG0 S 2,000,000 s " AUTOMOHLBUABRM _ff 3 ANY AUTO 80OILY INJURY(Pe peas►) S ALL AUTO018MNED AUTOSLEO f SODI.YaNJURY(Pereoelderu) S ND"MI NED PROPERTY S HIRED AU= AUTOS _ 8 X UMMIEUAUAB OCCUR I EACH OCCURRENCE S 11000,000 B MWE.Ss UA8 CtA0116 6AADE AGGREGATE S DED XRETENTIONS 5 000 FWABWZ Or ta0:V1OZAM074 3/9/2016 3/9/2017 S OEV- JOAKEASf AMON 16ig AND EMPLOYEIV LIABILITY ANY PROPRIE7 YIN EL EACHACtIDIW S 1 000 000 OFACER/MEMBER EXCLUDED? Dy NIA C {UMenddeaoNb�e aCC-600-5012813-2026A 1 1/18/2016 ' 1/18/2017 LL OWASE-FA EMPLOV4 S 1,000 000 g EL DISEASE-POLICY OMIT S 2 000 000 a OESCAITMNOFOPERA=N&IUXATIONSIVEHOJ8{ALA iNsAddN=dRmWft8dV4W%Mgbeatleehed0maoapAahcaqut� Insurance coverage is limited to the t conditions, exclusions, other limitations and endorsement of the policy. 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 DATE THEREOF, NOTICE WILL BE DELIVERED I ACCORDANCE WITH THE POLICY PROVISIONS. AIRNORMID REPRESENTATIVE C Barber, CIC/MC ®980E-2014 ACORD CORPORATIOK An rights►sswvod: ACORD 26(2014W1) The ACORD name and logo arc reglebred matte of ACORD UdS02s t201407) . Town of B.ArnstOl Regulatory Services o J%RDISMSM, Richar&V.SMU,Direztax Pani tpms;:i3ui*g Comimissioner 200.main stlwt 14ysnnis,;mA 026.01 towa.barnsMb.le.ma:us Office: 508-862-4038 F.ax 50$='190=6?30. leap "Own er litI.ust. ornpete aad Ssgn' hx� Secti®m I,J o 4 vt A ow es of the:subject PrOPeEt3' to act on my behalf, hereby aitliOnze: in all matters relative to:mork authorized by this building p6tak apJi]cation;for: 70 **Pool fences and alarms are the responssbihty of'the applicant Pools are nat to:be lilted or utilized before fence . installed aad all final e€t o ard..p rmed.and accepted. oer ; �giiature of Applicant J'a a NTtw S9 �W 1 stc ► Sre Print Name %at Name =aq 7,16 Date QFORMS OWNERPM&sSIONPOOIS t . ��rglrae�t.r�,�' slrialAcr�d� f Office OAM-emgadam. ` 00 W shfiW- tm, eef Boston,MA 02111 IMPI' .ma-mg p/a a Worlmrs' Compensatf imm Insu-mce ffila it:BaflderSltMt -a eC(,i � ers ApUHCZu#Infarxmafitm Please Print Y IL c, . } Acl&c=_ Cityfstatef�- Phmo Are u an employer?CI erJs tine appropriate bom Type of pr«ject(regUi Md)--- I. ant a employer vift 4. ❑I am a ge, eral conbmctar and I * 1mve hired the sub�co a ❑New Conskuction • employees(full amfor pa�fime j_ 2.❑ I am a so•Ie psupsielor orpartner- fisted etathe attgched sheet 7`- ❑R— deHng Thew stab-contactors have ship and have no�1�= arsdhave xvarl;.ers' $ 0 Demnlifioa' - wodiing far me in any capacity. �1a1� [No wadzere comp.iusssmce Comp.t„M�I 9- ❑Bu&rmg addition nq3ire&] 5.❑ We are a=pomtiva and ifs 14.❑Electical repaim or addifians 3.❑ I am.a homeovmsr doing all wmk officers hwm es=sed thew 11.❑rhmkingrepaim or adclifians myself[Na 'oamF- not of csempfi.�ou per M(M n❑Roofrepairs ire required-]i a 1(4),aadwe lime no emplayem[No ' 13-[]father Cow kmrimmrequhI •map aggFraasMttfhst cbeais fioz mast Om fnaa=tbe swff=beIww9wv=Z fEze waadGes'a�a+persatiaspa�cpia ma�anL �am�eaaraagrs�daa�submit alas rTulavt md=tmg they aae dmmg anwaa l=A dum bim amadsceam»smnst sahmit aaeivaff dam mdies�saacb Szste3>EeYt]dsb.= sttadmd€asdeIiGaaal she etgumingthenzmoEtbe sadstafeWhetherarnattbaaseeateties71. OgdD3Iem Xthe tshave=TIo9w-,fiwF=arp wv1de&w>wado= —MP.gafTicy a "w- I a rt Jul euiplapsr tdi�isprmririirrg�varkets'cacr perisat�iart zr�szirat�ce for arc e�af�3 Below is tfie pa&cp ad jah-site iH�rrrmr�a� . Ins EeCompanyNan ��'� U/QnC �Osyc rl C� Policy�4t'or Self-sng tic. HTindionDsix Job SifEAddre= ?SA/��/ b�/v� C41Stafezzip:_ 4-Mui L1N4,' At2ch a otapf of the worke&cbmpensationpolfcy declaration page•(shavdng the poficp number and mpa-ation date). Fail=to secam coverage as requinA under Seztxm 25A o€MGL f`1527 can lead to the imposition of ctintiital peuslties of a fine up to$I,5QD OU andfor one-gearimp:dso>at�t,as w&as civil penalties jn the fuua of a STQPtiWORK QRDEI£and a#ice of up to$25OM-a day agaimst ffie violaiur. Be advised that a copy of this statement maybe forwarded to the Office of I vest4pffms of the DIA for insmance covexage cation- I do fifer -a tke pains an dpsraadftes t#$edWy thatidia un,formahan provuW abmw A fts and correct gate a� rk t}} iaL we only. I]a not mArIn ifa€s are,>;to begfeted by fxiy,aftatFt a,O`rcrrtz C"ky or Tawix: Per> �cerxse Leg.Ax&mrity(cane lane): L Board of Malffi r.Bwhrmg Depatneat 3.City1rown.Clem 4-nedr cal Ear S.rlmmbi ng Inspector C.Ober cones Person: rhow — - 6 ! 1 11 1 ! 11 ! ! ! ! ►I: r _.I.l.�!R - •� .•.■.i� �■n1�. 1 :5[.1. • �R I. .7 . •- ••■7■7►R rintla:1a :..•l. i•I ■." . N■.Ir • � 'a. ...•1 ■. .\ I• Yn.li' _.■ �.is • - ■ ■la�• :1 - •� •�'R•• 11 i• � • • :.■..r� t/..� .i. r•nn :r • ■.. 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Bill' man a s. 30.5 J ' - � gall :aa ' la a. � i ' ti► ' • It Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-071620 Construction Supervisor. GEORGE M SILVEIRA �u 96 DEAN ST RAYNHAM MA 02767 r,--jZCK CA, Expiration: Commissioner 01/20/2018 c a�H»roartua/!/a�(C>!�i�wisc�i7�clls. on valid for iWividtd 4se on1Y Ifice of Coesamer Affairs&Boainess Re-linen Vleme or registrad before Hte eapi d0l date. If found return t07uladon ME IMpkdl E ENT cONTRACTOR Offtee,of Consumer Affslrs and Business Reg Lstratlon:i S1r2 n►P8� 10 Parlt.Plaza-Suite S170 Expiratfo�•� fi $uPPiemeM C ard_ Berton,RRA'OY$fl6 A&A BUILDING&:MODI . t� GEORGE SILVEIRA y 17 BALFOUR:LANE#K=. .6. __. tore CHATHAM,MA t12M3 lJndee cepta*9 _..._ �FtHE to,,, Town of Barnstable -- BARNSTABLERegulatory services =:r,i •:;< MASS. 1679• �0 Building Division prFO N1A'�a, 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice 2 w,. Type of Inspection f' Location 37 OSI'R gy 99 T. Permit Number Owner I Builder �3 ysl One notice to remain on job site, one notice on file in Building Department. f Tfhhefllowing items need correcting: ! �v off, d C-0S 'od � 4-1 92 Please call: 508-862- for re-inspection. Inspected by Date y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 10ap Parcel �pplication # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address ? e-VSlUee e Village 7-V/ Owner ��� SG,���/ Address Telephone Permit Request 1011 do� iC��� ��' �el_yl ee!� /lZ/eq S c Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Z.e0,o f; d Construction Type 441-4, 4¢�/nPVO, Lot Size Grandfathered: ❑Yes D No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 6el-No On Old King's Highway: ❑Yes<allo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) o , . --i Number of Baths: Full: existing new Half: existing a: new= Number of Bedrooms: existing _new =j NJ Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove:_❑Yds. ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��,��/��� ��J Telephone Number l �S�>l �7 S /Z 1 Address �/� 2� J7�'D!�/ �G License # /eq 8 L 2 Home Improvement Contractor# T' Email Worker's Compensation 6G� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE z : FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP-/PARCEL NO. s ADDRESS VILLAGE OWNER I DATE OF INSPECTION: FOUNDATION FRAME ` INSULATION 4. FIREPLACE ELECTRICAL: ROUGH FINAL I PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING: DATEZLOSED OUT r ! ASSOCIATION PLAN NO. r g 2 Housing Assistance Corporation HOME OWNER WEATHERIZATION WORK PERMIT& FUEL RELEASE: PLEASE FILL OUT AND SIGN THISFORM IFYOU'ARE THEAPPLICANT HOMEOWNER. I ��t 6J A. a,_xe�['t>i hereby consent to and agree that weatherization work may be done by the Weatherization Program of Housing Assistance Corporation ( hereinafter referred as Agency") on the property located at: L� d° Theweatherization work donewill be based on programmatic priorities and availability of funding and it may include all or some of thefollowing measures: Weather-stripping& caulking of windows and doors, insulation of attics, sidewalls& basements, attic and other ventilation measures and possibly replacement of badly deteriorated windows. In consideration of theweatherization work to be done at my home I agree to the following: 1. 1 give permission.to the 'Agency' 'its agents and employees to travel onto or.across said property With such equipment and materials as may be necessary to perform weatherization, work on said property. 2. The Housing Assistance Corporation reservesthe right to inspect thefuel or utility bill for the . weatherized unit on an ongoing basisfor no morethan five(5) years after theweatherization work is'completed. I have read the provisions of this agreement as listed and freely give my consent. ` Home Owner: (Signature) L Date: - /A Agent: (signature) ,4 ' 'E 4 Date: HAC approved'Weat her izati on Company : Ct�4�^(�� ��,��✓3-�1 0 0 . live leares work grow 4.60 West Main St.. Hyannis, MA 02601 hac@liaconcapecod.org 508-771-5400 fax: 508-775-74.34 Massachusetts -DepaftrnOnt of P�yblic Safety s _ Rbard ofBuitdi6g Regula#lons and Standards Constriction Superwisor r License: CS-100988 HENRY E CASS11) 8 SHED.ROW 4 s WEST AI21V1 Y , . O U`1'11 a "' Expiration Commissioner 11/11/2015' Office of Consumer Affairs and Business Regulation r ,>% 10 Parr Plaza - Suite 5170 Boston, Massachusetts 02116 3 Home'Improvement CQ�,tragtor Registration Registration: 153567, Type: .;Private Corporation ' Expiration,' '12/15/2014 Tr# 233831 CAPE COD INSULATION, INC HENRY CASSIDY _...-- 18 REARDON CIRCLE -- — S0. YARMOUTH, MA 02664 +: Update Address and return card. Mark reason for change. Address n Renewal Employment,[].Lost Card t�i[(: 7C4J6//L.( /RCUN.lGCI!'C r. 'C?r'6�r/ , - l)Ificc of,consumer Alt'airs 5 B"i❑ess Regutatiou License or registration valid for iudividul use only,' tjtOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: _ e4istration: 153567 Type: Office of Consumer Affairs and Business Regulation expiration: 1�/1 a12014 Private Corporation 10 Park Plaza-Suite 5170 r r` Boston,NSA 02116 APE CUD INSULA-rtoN,�;lf�l i ENI:Y C;ASSIDY . 3 REARDON CIRCLE D. YARMUU fH, MA 02664 Undersecretary Atvwitho t Wtr H y,t L' The Commonwealth of Massachusetts Department of Industrial Accidents w Office of Investigations a 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. Applicant 1.nformation Please Print Le ibl Name (Business/Organization/Individual): Address: G�✓(�U �4 V G �i City/State/Zip: �bGl�'v` GIVV�I,6`G � Phone Ore ou an employer? Check the appropriate box: Type of project(required): 4. 1 am a general contractor and I I. f am a employer with 2� � b 6. ]_New construction ' employees (full'and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner= listed on the attached sheet. 1. [:],Remodeling ship and have no employees These sub-contractors have g,' 0 Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.t 9. [] Building addition required.] 5. F] We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12 ❑ Roof repairs . insurance required.] t c. 152, §1(4),and we have no I r� employees. [No workers.' 13.�Other 1 A V �_ comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. J tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have empluyces. If the sub-contractors have employees,they must provide their workers'comp,policy number. I any an employer that is providing workers'compensation insurance for my employees'. Below is the policy and job site information. L I Insurance Company Name: Policy#or Self ins. Lic. #: MA 0015 2 I Expiration Date: 6 W, � Job Site Address: 17 , :fV _if Q 1,.,J k City/State/Zip: 2 Z, 3 5 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a tine up to$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 cer!fy r the pains and penalties ofperjury that the information provided above is true and correct. Signature: Date: ?v Phone li Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority circle one 1. Board of Health 2. Building Department 3.,City/Town Clerk ,4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: i CAPECOD-27 CVANGELDER � p CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYYI 4/112014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CE'ATIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: It the certificate holder is an ADDITIONAL INSURED,the policy(ias)must be endorsed. If SUBROGATION IS WAIVED,subject to diu terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not contor rights to the cortidicate hoidar in lieu of such endorsement(s). Hltouu kR NAM�Acr.Cape Cod Commercial Rociars&Gray Insurance Agency, Inc. PHONE (877)816 2156 434 Rte 134 - - AIC No Eytl: - - i_�_LA/C�N✓oJ_---1816- South Dennis,MA 02660 EMAIL `— ADDRESS:- INSURER(S)AFFORDING COVERAGE NAIC9 ......-.--_ --- INSURER A:Peerless Insurance Company - 1NSUReRB:COMMERCE INSURANCE COMPANY Cape Cod Insulation Inc INSURER c:Evanston Insurance CoTalwww 111 Reardon Circle IN SURERD:ATLANTIC CHARTER INSURANCE GROUP South Yarmouth, MA 02664 INSURERS; ---——-- - INSURER F COVERAGES_ CERTIFICATE NUMBER: . ' REVISION NUMBER: I MS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICAI E:D 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. — It SR! �Ct7bL. t It _ 'TYPE OF INSURANCE POLICY NUMBER - MMIDDIYYYY MMIDOIYYYY LIMITS X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 j �A7v1ACETOl2 ENTE[)-^`------ Ct.AIM3MADE X OCCUR CBP8263063 0410112014 '04101/2015 PREMISESEaoccurrencgL — $ 100,000 1. ......I .... _....._-____..._ - MEO EXP(Any ona parson) $ 5,000 _._.._....-----.. PERSONAL&ADV INJURY $ 1,000,00 FN'!ACC h r.(;Al E LIMIT APPLIES PER: w. GENERAL AGGh'EGATE $ 2 000,000 ------ NI10- PRODUCT'S- I X I t�C)ui;'r JECT COM � _�.'IOP AGG $ ___.-- ----- 2,000,000 i ?OTITER ^..$ I AUTOMOBILE LIABILITY COMBINED.I LE LIMIT $ • = - Eu accidanl .ANY All IO 14MMBCKVMK 04/01/2014 04/01/2015 BODILY.INJU13Y(Per paraan) $ I\LI..Ow!!VLO X SCHEDULED AUTOS BODILY INJURY(Per accldonp $ 1,0D0,000 �UIUS ,-' ' _. NON-OWNED PROPER X TY DAMAGE $ . rnRE:p,uTQS X AUTOS Per Q X excess AB UMURLILLA IAH X. OCCUR w EACH OCCURRENCE- - $ 1,D00,000' tlEu X RE I r.NnoN$ CLAIMS-MADE- AGGREQATF 10 000 R/O XONJ453512 uF 04/0112014 04101/2015 Aggregate •WURKER5 COMPENSATIONOTFI- IAND EMPLOYERS'LIABILITY YIN ' — STATUTE ;AN.PRCIPRICIOR/PARTNER/EXECUTIVE WCA00525904' 06/30/2013 0613OJ2014 E.L.EACH ACCIDENT $ 1,000,00 ,Ofl ICER/MEMeER EXCLUDED? F NIA - IMmldatu(y In Nil) E.L.DISEASE•EA EMPLOYEE $_.__.,_._.._.1,000,000 lu S1, IPI Oo OFO E.L.DISEASE•POLICY LIMIT $ 1,000,00D tilt$(:RIP I i0N OF Or'ERAIIONS below ' I • I i DESCKIP rION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is,required) orkars Cumpensation includes Officers or Proprietors. A Jdlitioiial In5uted status is provided under the General Liability.and Auto Liability when required by written contract or agreement with the,Certificate Holder. I OERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE EVIDENCE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL;BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE , G01988-2014 ACORD CORPORATION. All rights reserved," CORD 25(2014/01) The ACORD name.and logo are registered marks of ACORD �t"Eti Town of Barnstable Building Department - 200 Main Street - 9�SIX. * Hyannis, MA 02601 �p i639- .�' (508) 862-4038 rFO�s Certificate of Occupancy Application Number: 200902908 CO Number: 20080442 Parcel ID: 002002061 CO Issue Date: 11109109 Location: 37 OSPREY DRIVE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed L'o (0 l "�ttie T TOWN OF BARN STABLE Bdildi . - °� Application Ref: 200902908} BARNSTABLE, Issue Date: 07/07/09 Permit MASS. QpA i639• Applicant: BAYSIDE BUILDING,INC rFG MA't A Permit Number: B 20091166 Proposed Use: DEVELOPABLE LAND Expiration Date: 01/04/10 Location. 37 OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map.Parcel 002002061 Permit Fee$ 724.20 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ -42,000 Remy arks APPROVED PLANS MUST BE RETAINED ON JOB AND . CONSTRUCT AFFORDABLE 3 BEDROOM,2 BATH CAPE WITH AN THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 1 CAR GARAGE 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 Appl;cation Entered by: RM Building Permit Issued By. THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY STREET,ALLY OR SIDEWALK,OR ANY PART THEREOF,EITHERTEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT.SPECIFIC ALLY PERMITTED'UNDERTHE BUILDING:CODE,MUST BE'APPROVED BY HE JURISDICTION. STREET,OR ALLY,GRADES AS WELL AS DEPTH,AND.LOC.ATION EPUBLIC SEWERS.IvIAY BE OBTAINED FROM"THE'DOARTMENT OF PUBLICWORKS, 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 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). 25 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS v,b e 2 PA 1 2 n Z .01 2 Alas oK �09RAW �� tD 0 :6FW eket 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 a� r ord of H lth /� r713��1 y CAPIE COD INSULATION .IB14 OLASS SPRAT MA. 9OSVENOSO TTS BA u:/icn i+ INSl4AT10N CtItIN05 1-800-096-6611 r `Gown of Barnstable Regulatory Services Building Division 200 Main St Hyannis, MA 02601 Date: _ - - -- - - - - - Dear Building Inspector Please accept this Affidavit±as documentation that Cape Cod Insulation, Inc. performed & completed the insulation and weatherizacion work at the property listed below. Cape Cod Insulation did this in accordance to the sptcifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute (BPI) inspector. All work preformed meets or exceeds Federal & State Requirements. Propertv Owner Property Address' Village,, � Y Insulation Installed: Fiberglass Cellulusi R-Value Restricted Unrestricted Ceilings Slopes ( ) ( ( ) ( ) ( ) Floors U0 4 �J Walls ( ) ( i ( ) ( ) 4O . Sincerely ('z'k'>� c�dar` CD He y E Ca sidy r, President Ca e Cod sulation, Inc. m KEQo E IE- — - - p _ - .M DET COBS REV WED - Lo — - — _ BARNSTABLE BUILDING DEPT. .. W 6 In _ — h --: FIRE DEPARTMENT DATE Z _ TH SID4A7URE5 ARE REQUIRED FOR PERM1Ti7NG W Q" 0 - _ _ _ ® z CARBON MONOXIDE d E ALARMS � V LL MUST BE INSTALLED PER . ® - MASSACHUSETTS BUILDING CODES9 W O 1.6a 'Q O out ®®®® � ®0 - 00 Ir o La I� z FRONT ELEVATION m` SCALE: 1/4" - V-O° - im (v) (L cl — —_ ZWw F� N — aro Z w a — — oa Q W U 0. JU JU —In J t—S O W In 1 SWEET REAR ELEVATION Al SCALE: 1/41 a I'-O° JOB, 0922 DRAWN BYs KW DATE, 6/30/09 W a cT� cfl a 0 N O.d J h r^� �! W OLn I- i U Ld m 4 0 7 RIGHT ELEVATION LEFT ELEVATION w SCALE: 1/4" - 1'-0' SCALE: 1/4" a I'-O" _ W 0 400 / m TYP ROOF m M a •NURRICANE CUP' F.G.INSUL 2xid°Y I6•O.C. FASTBVER9 AT ALL S 116.O.G. I - RS0 P.G.INSUV RAFTER/TOP PLATE - JUNCT10N9 TYP. ASAP PLLY�DNGSWEATNING/ I.B BT.All RIGID WIND WABN BARRIER RFJNIRED 112• YP'BOA - fTT �E>FOR EDGE OF EXTERIOR BA 1 HALL h . i m / 12 BLOCKING 4'-0'O.C. 'Iq12 (f�IN FIRST TWO JOIST 2x10'B V 16.O.C.BATS FROM GABLE WALL 2,tO'S•16•O.G. Ix3 STRAPPING IXB FASOA/1.4 SECOND 1'1EF®ER - On- m 112 GYP.BOARD —ISR CONTINUOUS VEMIN6 DRIP EDGE 9•T Ir0 FRIEZE BD.W/BED MOULDWG N Q W KITCHENFOYER ZF EXYMOR 2PEXT.STUDSw•2. N D.C./ Q�--Q Z 6•R19 F.G.INSULJ v2 PLYWOOD SNEATNING/ W O FINISH FLOOR 9'-O° 4'-O' PLYWOOD WRAP/W,C.SNINGLES R19 PEl } e/4.098 BUBFLOOR� w • ERGLA99 INSUL. d O Q 2- 10P.0 POST PTPXfR 2xi0'B•W O.G. - 2x10'S•16°O.C. 2x10'S 6 16'0.4 W V I2'V.METAL POST ANCHOR B-2x10 GIRT— 4-2 rn.Eat�uoanaN wet: N —I n• 90NO 'P'E""" BASEMENT P.T.81LL ANCHORED 2B•D.G. F �9 O w ISR 8•xT'-q•CONCRETE = S 1/2'LALLY COLUMNS 9lT DAMP PROOF BELOW GRADE Q 100 x1 6•C ONTINU OUS FOOTING F-m r O U 6 MIL VAPOR BARRIER NOTE. IW-0' 12'-0' 5/8' ANCHOR BOLTS - EMBEDDED 7" SPACED 2S°O.C. 0 12" FROM CORNERS c' WASHERS Vx3°xl/4° 16 SAAHE ET � � SECTION "A11 SCALE: 1/4° m 1'-0° - ' 0922 DRAWN BY. KW DATE: 6/BO/09 i N M 4B-p° d CD CV CQLo m Lj iW T i 00 sl W O m z Q I W O W Q O y I n AO i t W 13_6o I 12'_yn I _p 2xide fi m W o 244DW28W 0 ---- i ib"O.C. = /' Z 32.X6& N I I KITG4IEN RAF i 4 ABOVE f = CARPET I VINTL I YA 4 O -- - . It 24 .._..40 _ PULL NI 3 . 12'-0' w--�' 28 GARAGE 244DV2S4q o' 1/4°LVL ABODE FWSN Y 14 m 4"CONCRETE$I.CB B2'.Sr N O PITON TOWARD DOORS N ' BEER 2U O LIVING 24 CARPET x - 244DN2660 o CARPET - � 3 04 O pP .2.-4 O.W.DOOR Q W 16'-0" _ :e 3 24 i�*. .'z Y Z W v v o 4 LU :e BEE DETAIL =SWEET A6 }- Z m m NARROW WALL BRACING Q-WU J � a NOTE- o Z Q CONTRACTOR TO REFER TO WFCM 110X B AND CHECKLIST FOR ADDITIONAL WIGN WIND TECHNIQUES N R N m RELATED TO THIS PLAN 4'_0" 6'_0n 71_pn Ti_po 6i_On 41_01 2-" gi_pe 2i_6" J SHEAR WALL GOMPLIANCE� 34'-0" 14'-O° Wm 71%OF EACH WALL RUN VERTICAL SHEATHING WITH Bd NAILS 3" EDGE/12" FIELD SHEET (4)16d NAILS PER FT BOTTOM PLATE FIRST FLOOR PLAN L� 24X OF EACH WALL RUN SCALE; 1/4' - 1'-0" AB VERTICAL SWEATHING WITH Bd NAILS 3" EDGE/12° FELD (4)16d NAILS PER FT BOTTOM PLATE JOB, 0922 DRAWN BY, KW DATE. 6l�O/Oq ', N • 01 N Z O Lo u..I Itl Q V J h ` 34-0' Z M -0. W 0 ♦ c i W m p� L.! BATH =r- - � _ - VINYLin, _ 2& 00 ry g f_2 i LIN� o (2)244V M" DN. _ ACCESS ¢ . N 92'e87. - BEDROOM ' BEDROOM - . CARPET I CARPET O - iV < "_ ....._._KNEE WALL._ .,.-___..�...».»..�... �..._._-.-. __.KNEE WALL .f W' woo z �'_0° 14:_0o W OL U WE a J a O SHEET SECOND FLOOR PLAN f� SCAL@, 1/4° - 1'-0" f� JOH, 0922 DRAWN BY: KW ' DATES 6/30/O9 n 34'_0' 14_0' G`u cq 12'-0- 9'-3° 5'-I• V-4° 2'-4- Lo Prw <<' Lo rr 1�y1 L • - V J __________________________;. - 00 I 4.41 P.T. GA I POS RDERT I ® L�L UO O LV.FIETAL PDST ANQlOR. I 1� j lo'•SQ10 TUBE-PIER TTP. I _ Z X W a� U p � I 1B�WI I� d • � I II6 EXT.I _ I Im j O I :I I 1 L cr - -- : - -- u ------------------- - --------- o 0 . - I p I I • 46-CONCRETE WALL I I I BASEMENT a o I I b xIN CRtTINUOV9 FOOTING TTP I ;I m Ld I • CONCRETE SLAB c • I 1 I j �1� Z I VAPOR BARRIER 1 B'-Ile 5-_Ile 3-_3° 3,_b• b�_0v- 7'-3e I I I I m 1 Im m a GARAGE I I I I i G RTSPLIT 001,NT i I ITCH TOWARD DOOR I I O I PaNT f f 1 I I o Lg-2110 GIRDER I a I/2•DIA.STEEL I. 30-x3W.12•CONCRETE PAD I I I . I DROP WALL IW o I _1 ek T-9•CONC.WALL I L. — _ — J I Ib•x10•CONTINuauS FOOTING TTP. I Z iQ W � . — — — -- N � 0 .. I _ to W�NN Z OL W V K Q J Q 2i_3e y-_be 2-_3e #O 34-_0' 14'-O" r 1—m "` 48'-0• O J FOUNDATION PLAN SCALE: 1/40 - 1'-00 NOTE- 5/8- ANCHOR BOLTS SWEET EMBEDDED 7- SPACED 28° O.G. 12- FI20M CORNERS WAyWERS 9 x3-YI/4- ' DRAWN BY- KIN DATE• 6/30/04 N V� N 6� O to O �_ J h � O ® W O m� U Q ♦ JOINT DESCRIPTIONee�Naae "w��'FlA<INc M� O ROOF FRAMING _ r, EXEND HDR TO CORNER W mow.To w�rtBt Ro!NAr�) O_I� a lye ••"1 We ° _ 2x6 DBL TOP PLATE rt0 TO gwFToe 1v+0 tiu�e0 U1 WALL FRAMING (/) N (S)FULL HGT,STUDS Ta•perm wr Isiertsrcnoss nAee ru�Le�) - A-la a .alNis rvo ry erw nAee wuLm) a-la 1. JACK STUD wGOO!To uewoae(FAce ruitm) 1 NAIL TOP PLATE `�� FLOOR FRAMING y,• ,O^ TO BTM OF HDR 'has tO sni,ra x Ole cirtoeR ROe NULlD) A•a A-Im Q�m �/1 W Y' W/2 ROWS OF 16d NAILS e1caONc x.Iasi tra plLm) : ®3°O.C. . BLOaoNG TO WLL OR TOP 4.Ar£lTOe IUILFD) }a }la [Ad flm 9-ta A-la 4W BINt M w STRUCTURAL PANEL Dear oR Wrtnert(MOe NAll.eo) -la A-laJOieii r NAILED Sd COMMON HEADER CONTINUOUS HEADER y� gsr(mo(�Uem) ) !m - s-la pert�olsr a 3°O.C.EDGE AND FIELD •MULTIPLE OPENINGS O-No s-la Pert FOOT O JOIeT To BILL ort TCr Pax Roe NAIH9) M ROOF SHEATHING m 41 .�a xue PA PM e n F+1 CL DOOR TRIMMER STUDS RAFTme CR TROeem sPAOID w ro 1✓0.4 m P eOOVs•FleID I REFD OR TRUBBm OPAL®OVm LL'0.4 - • •. � obLe O1OnwLL R.Jfe art FAKe 1RU6e u✓e GMLC OVOdANo a bJ AA.�✓Pi6D . B.pMLL RwIQ Olr RAI[e T}elle9�d 6xUONFAL a KN Gb�e WOwwLL W✓d Al RAKe TW19Y vJ LOLFGlF dGCKG 4 sOOVA'FleLD 2-S/S'ANCHOR BOLTS CEILING SHEATHING NB w/BPLATE WASHERS - - „�i ciPeun raueowno a caoeelen - r eocFnw nm i WALL SHEATHING A el9 s'CowiY Flela � `- BTUOB BPS IRUP TO 5P e.4 a roC .. FlGeNOARD PAN[Le - •epodf•FlVD . �•4rPeY�IJwlllfu.RD a CIXA.erte - r eOOen✓Flm N . FLOOR SHEATHING O `tloD OTRIiOTurtAL PANelB a la [DGVF Fe I OR LGb Q . ORGier rMAN e. I[tl la 4'mGV✓FlPJ.O ,Znn tu W NARROW WALL BRACING AT GARAGE DOOR Q Q O BCALC,N.T.S. F- IL lu �V r t-m SHEET A( JOB' 0922 DRAWN BT: KW DATE: 6/30/09 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ®� Parcel, Application # Health Division Date Issued Conservation Division Application Fee 40 Planning Dept. Ili ; Permit Fee if Date Definitive Plan Approved by Planning Board Historic OKH — Preservation/Hyannis Project Street Address 3`7 j04Azo Village Owner _ LL-C` - Addressr Telephone ?7 Permit equest GW Iff Z4124 a4l Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new �3�9 Zoning District Flood Plain Groundwater Overlay I�P Project Valuation INN Construction Type Lot Size Grandfathered: ❑Yes klo If yes, attach supporting documentation. Dwelling Type: Single Family Lk' Two Family ❑ Multi-Family (# units) Age of Existing Structure /" -?.W" Historic House: ❑Yes U"No On Old King's Highway: ❑Yes &Vo Basement Type: YtuFull ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) i 3,?r Number of Baths: Full: existing new Half: existing new C1 Number of Bedrooms: existing -3 new Total Room Count (not including baths): existing new � First Floor Room Count Ll Heat Type and Fuel: &Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑'No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑existing ❑ new size — Barn[ existing> ❑ n v size_ Attached garage: 86isting knew size _Shed: ❑ existing ❑ new size _ Other c� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes LyNo If yes, site plan review# Current Use � L Proposed Use APPLICANT INFORMATION (BUILDDER OR HOMEOWNER) Name 44_/� 041-t— Telephone Number �7-7 Address �!�-� Q 5 License # io&1 5-6 V117 Home Improvement Contractor#Or Worker's Compensation # zr_r L047 3 tC®/ `D ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 2 ,r- SIGNATURE �� DATE 3 6 Q FOR OFFICIAL USE ONLY i APPLICATION# DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: , FOUNDATION --,FF AME $ �o SF �11 ►l� Fl7j 1� INSULATION /U ® L-6h, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ;} GAS: ROUGH FINAL FINAL BUILDING &/ Ok 1110 9/10FAM`1- K y DATE CLOSED OUT ASSOCIATION PLAN NO. III yap the rok� Town of Barnstable hP °� Regulatory Services q13AMSTAELL Thomas F.Geller,Director MAM Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder t f� ZT 0041 18k . __. . ,as..Ownes..of the.subjectptopetty.- hereby authorize .•1 Jy'�1�/W ... :. .to;act On tny,behalf,. in all matters relative to work authoEzed-by. this building.pe=nit-application<for. Addte(s of Job) 5- 04 si.gmtute of Owner Date T. -25/1-c�Y Print Name The Coninron::vealth of Massachusetts f o Department Industrial Accidents P Office of Investigations ' 600 Washington Street Boston, MA 02111 www,mass.gov/dia Workers' Compensation Insurance Affidai'it: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizatiot>/lndividual): 13 A`/5/D9 /3d IAJC. Address: City/State/Zip: 0Ar1V�;2 V 1Uf 411• Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. L.I am a general contractor and I 6. XNew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition Nvorkuig for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 1.❑ 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' comp. insurance.required.) 13.❑ Other 'And applicant Uiat checks box YI must also fill out Ole section below showing Uneir workers'compensation policy information. t}Iemeo-ners who submit this affidavit indicating the):are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an addi(ional sheet showing the name of the sub-contractors and their workers'comp.policy information. run air enrplorer that is providing workers'corrtpensarion insarance for mr employees. lie/ono is the pol.ict' and job site infortnrrrion. q Insurance Companv Name: //�''g�/ Zx/s Ca. POlicV ,~• or Self-ins. Lic. 9: w CI 00-2`? iy6 Expiration Date: Job Site Address: 3 City/State/Zip: colyiT Q2_wg7 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 imprisotunent, 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 fbm arded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify ruder the pains and penalties of perjury that the information provided above is true and correct, Si>rnature Date Phone#: F only. Do not write in this area, to be completed by city or town offfcial-n: Permit/License# hority(circle one): Health 2. Building Department 3, City/Town Clerk 4. Electrical Ins ector 5.Plumbin P Ins ector g Pson: Phone#: Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/1/04 6/1/09 6/1/04 6/l/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering & 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/1/05 7/l/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. 1/1/07 1/1/10 l/1/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc l/l/06 511110 1/l/05 1/1/10 Casella Waste Management 4/30/08 4/30/09 5/1/08 5/1/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 1/1/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 l/1/05 1/1/10 L &M Glass Co, Inc 5/1/04 5/l/09 5/l/04 5/l/09 MAP Insulation 10/l/07 10/1/09 10/l/07 10/l/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/l/07 4/l/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 tl,._ a� oai� ofi w m e u afro s 1n tand`a�d's' ' ti �;, yConstruction Supervisor License"' +; ,. �' Lic�nse CS .5645 i= +}� 4 E-�Cpr�x�toa�41'9/201'0 Tr# 2204'8 ` m.aBRIrSiA�N'T�®Z.W-1.M1.aMW- i (�� C�N�F2RVILLE�MA�0��32�-rCommissioner�� ''}� NO .F'yy5.1 :� a'r-��'�.;�x r�s J��_ y i 1 t y J t - � 'il �{ 00 3i5;000tcf enclosed space. -=� 1� -Masonry only � 7 ' r ;�� LG 'a 2'Fam�ly 1Pomes D ' h�4 Farluie to�po7ssess a current editiowof the . j iVlns�sachusetts State313uilduig Code .' is+cni�se for revocato of`tli"s Itcense' r _ TempParcelEdit Page 1 of 1 r ;t > K � � y i 55z g ' c Logged In As: Wednesday,January 162008 Frank Schlegel New Parc I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 1 061 7,1 Street Number, 37 Unit: Dev Lot: LOT 61W Road Name: OSPREY DRIVE T/R: 1 Sec. P.oad: i T/R: 17 Villlage: 07 - COtult j Part of M/P: MAP 002 PCL 002 Plan Ref: j PLBK 617/69-75 (APP 7-62) Date Added: Updated: �Uptlate Dele ey MddAnother ; yam,.... http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 REScheck Software Version 4.2.1 Compliance Certificate Project Title: THE PHEASANT MODEL Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 90 deg.from North Conditioned Floor Area: 816 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. • • on equipment performance Compliance:0.2%Better Than Code AssemblyGross Cavity Cont. Glazing UA D.. Perimeter U-Factor TOTAL CEILINGS:Flat Ceiling or Scissor Truss 820 30.0 1.0 28 FRONT WALL:Wood Frame,24"o.c. 340 19.0 1.0 16 Orientation:Front FRONT WINDOWS:Wood Frame:Double Pane with Low-E 48 0.310 15 SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 615 19.0 1.0 30 Orientation:Back Window 2:Wood Frame:Double Pane with Low-E 52 0.310 16 SHGC:0.31 Orientation:Back SLIDER:Glass 42 0.310 13 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 403 19.0 1.0 22 Orientation:Right Side Door 2:Solid 21 0.280 6 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 403 19.0 1.0 21 Orientation:Left Side Window 3:Wood Frame:Double Pane with Low-E 48 0.310 15 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 820 19.0 1.0 37 Furnace 1:Forced Hot Air 93 AFUE 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 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE PHEASANT MODEL Report date: 07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.rck Page 1 of 4 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ FRONT 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: ❑ Window 2: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: ❑ Window 3: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: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ SLIDER:Glass,U-factor:0.310 Comments: ❑ Door 2:Solid,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/fruss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent:contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: Project Title:THE PHEASANT MODEL Report date: 07/01/09 Data filename:C:\Program Fi►es\Check\REScheck\PHEASANT MODEL.rck Page 2 of 4 Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. 0' Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: I] 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. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: 0 Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and doling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. Li Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. " Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment.or sheet metal fittings are sealed and mechanically fastened. Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastic's(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: I] Circulating hot water pipes are insulated to R-2. . Circulating 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: Ll HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: Lj 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. NOTES TO FIELD:(Building Department Use Only) Project Title: THE PHEASANT MODEL Report date: 07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.rck Page 3 of 4 Project Title:THE PHEASANT MODEL Report date: 07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.rck Page 4 of 4 r 2006 IECC Energy Efficiency Certificate Ceiling/Roof 31.00 Wall 26.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.31 0.31 Forced Hot Air Furnace 93 AFUE Water Heater: Name: Date: Comments: AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 THE PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)....................................................................................................................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 <_2 stories Q RoofPitch ................:.........................................................(Fig 2) .................................................12<_12:12 Q MeanRoof Height ...........:.........................................................(Fig 2)..................................................16 ft <_33' Q Building Width,W ..............................................................(Fig 3)..........:...................................... 24 ft 5 80' Q BuildingLength, L ...................................................I..........(Fig 3)..................................................48 ft 5 80, Q Building Aspect Ratio(L/W) ......................................:.:......(Fig 4)...................................................2 <_3:1 Q Nominal Height of Tallest Opening2 .......................... ...............(Fig 4).................................................61-8"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 ConcreteMasonry._.................................................................................................................................. N/A 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)................................................... 28 in. Q Bolt Spacing from endfjoint of plate ............................(Fig 5)........................................12 in.5 6"—12" Q Bolt Embedment—concrete........................................(Fig 5)...................................................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.>15" N/A PlateWasher...............................................................(Fig 5)..............................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).....................................................9 ft<_ 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 5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft 5 d N/A Floor Bracing at Endwalls...................................................(Fig 9).............................................:...................:. Q 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-Loadbearingwalls...........................................:....(Fig 10 and Table 5 18 ft <_20' Q ( 9 ).................. Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.5 24"o.c. Q WallStory Offsets ........................................................(Figs 7&8)........................................... ft <_d N/A AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 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 z 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) HeaderSpans.............................................................(Table 9)..........................................9 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft_in.<_12" N/A Full Height Studs(no.of studs) ...................................(Table 9)...............................................................3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_6'8" Q SheathingType.............................................(note 4)...........................................................WSP Q Edge Nail Spacing.........................................(fable 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).................. Percent Full-Height Sheathing.......................(fable 10).......................................................71 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................................................6'-8"<_6'8° Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing................:........................(Table 17 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)........................................................24% 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 CMR 5301.2.1.1)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 s 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............................................(Table 2)............................................................8d Q THE PHEASANT 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 I� AWC Guide to Wood Construction in High Wind Areas: 110 m h Wind Zone g P Massachusetts Checklist for Compliance (7go CMIR 5301.2.1.1)1 aWENTH@EDGE RESr3ON t11MING MEW NAPS T fiber 11 11 • 1 Ir IL 1 u I_I 1I it ii / 11 It 11 11 11 11 11 11 .L 7 11 IL V 11 Il t 11 11 1 I l '11 r l 4 1 Ir a ,L m IL d !1 1 � I1 tl II It r 1 I d 11 1 r Ilj 1 IL II'f 11 It � 1 I Q 11 i t 1 . I I 11 11 7 la t 1 11 LI t NAILSPACM i v' See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 cMR 5301.2.1.1)1 a i 1 1 1 1 � 1 1 1 I Z 1 1 4a �4 II li + ' FRAMING MEMBERS 1 I i EDGE9UFL7MEDU--- � / 11 l � STAGGERED 3"MMN NAIL PATTERN PANEL PANE!L EDGE DOUE LE MAIL EDC,E SPACING DIETAL Detail Vertical and Horizontal Nailing for Panel Attachment I TempParcelEdit Page 1 of 1 4 low" "M Logged in As: Wednesday,January 16 2008 Frank Schlegel New Par Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 061 Street Number: 37 Unit Dev Lot LOT 61 Road Name: OSPREY DRIVE 'w 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: CJp adad to Delete AdMAnother http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 I Cd IT - Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 61 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 Homeowners Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Hyannis, MA 02601 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone (508) 771-7502 Fax - (508)-771-7622 Job Number. 2005-214 Scale : 1" = 20' 07 .14-2009 coo n r Coto as Lpr 60 / S �2;os g9. 09. F / LOT 6100 x 9,323t S.F. 0.21 f ACRES o� - - z 00 ,s o �, So. o Z CIV � V6 Ir ?3 9. ,Co Ljj 109 0 O"1 1 / d S 7.23S 7. �o e N L pT 62 /o / O cy) o M N . ., - rn O co J N O • `�i—. - O Z O W 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 PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45)'AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. N o THIS PLAN IS NOT T E RECORDED NOR IS IT TO BE USED 'TO ESTABLISH PROPERTY LINES. �I$ O Tt . e. o REGISTERED PROFESSIO AL LAND URVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE N O 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 SUBDMSION 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 00 CONCERN). o 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 WEriANDS 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 W IIAT PER NHESP MAP OCTOBE.R 1, 2008 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10) SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA I , CONSTRUCTION NOTES, I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE LOT 60 SUBDIVISION CONSTRUCTION PLANS FOR COTUff MEADOWS, DATED L �\ 6125107, SWILL HEREBY APPLY TO THIS SITE PLAN. S ." S 2. ALL. GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM sa f `' S THE SUBDIVISION CONSTRUCTION PLANS FOR COTUff MEADOWS, / LOT 61 ��• s DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. t�2 c`y �`� 3. SEWER BUILDING CONNECTIONS: oa a� / 9,323f S.F. �a - MIN. COVER SHALL BE 3 Fr. 0.21 f ACRES ;� - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSTABLE DPW. \\ h 0 MINIMUM SEWER SERVICE CONNECTION SLOPE SWILL BE 2.1X \\ l 7e SrV ox69 Cotuit Meadows Subdivision Cotuit-Bamstableg Massachusetts \ wZ 62.5 PREPARED FOR \ f- 24.0" / S��1. w COTUIT EQUITABLE HOUSINGS LLC w ArfR Tqo 9; P. 0. Box 95 �3 h \\ •T�� `' Centerville, MA 02632 VEGETATED 12" O _- DEEP`RAIN GARDEN \ 1pg „�,d, Tf►tE (250 C.F,. STORAGE) \ ' TOP-60.0/BOTTOM-59. s r 47- { s Site Plan S Lot 61 Osprey Drive LOT 2 PROVIDE (1) 6' DIA. x 6 DEEP LEA NG BASIN W/ 1' STONE 62 SURRO !DING (OR ALTERNATE - ` m BARTER NYE ENGINEERING & S UR VEYIN EQUIVALENT VOLUME) co CONNECT ALL ROOF G 0oz DOWNSPOUTS TO LEACHING ' M� ASIN \\ M Registered Professional Engineers and Land Surveyors �\IV,01418 78 North Street, 3rd Floor, Hyannis, MA 02001 �o�� nn HEW " ' , Phone- (508) 771-7502 Fax - (508) 771-7622 E v.Y I civ .4 83 �4 20 0 20 60 441G%STE'p- \�w sS10NAL SCALE IN FEET SCALE. 1" = 20' DATE. 07-01-09 REV. DATE: REMARKS Lot 61 DRAWING NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214