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HomeMy WebLinkAbout0090 PHEASANT HILL CIRCLE / VO MEMO Inc r Town of Barnstable BARNWABL4 Building Department-200 Main Street Hyannis, MA 02601 <. Tel. (508) 862-4038 " -Certificate Of Occupancy Permit Number: B-16-542 CO Issue Date: 9/1/2016 Parcel ID:' 002-002-009 Zoning Classification: -RF Location: 90 PHEASANT HILL CIRCLE, Proposed Use: COTUIT Gen Contractor: BRIAN T DACEY Permit Type: Residential - Land Comments: Building Official Date: TempParcelEdit Page 1 of 1 3 1 3 �3 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: 002 002 009 Street Number: 90 Unit Dev Lot PT 9 r Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: Villlage: 07 - COtUIt Part of M/P: MAP 002 PCL 002 ... _. ._._.r. Plan Ref: jPLBK 617/69-75 (APP 7-62) I Date Added: Updated: Update DeleteAdd�Another L http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 _ Home Energy Rating Certificate Reg;umber 145102389 Rating Number 14519 Certified Energy Rater Andrew Popielarski 90 Pheasant Hill Circle Rating Date 08/18/2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders :: iEstimated'�Annual Ener Cost i Use MMBtu w. Cost Percent 5 Stars:Plus Heating 33.5 $514 31% Confirmed -. HERS Index: 63 Cooling 0 $0 0% Efficient Home Comparison: 37% Better Hot Water 3.5 $189 12%. Lights/Appliances 17.3 $933 57% General�l`nformati6n hotovolta;cs o.o $ o o% Try. � ��-' �, -: s Conditioned Area 1309 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 10083 cubic ft. Foundation Unconditioned basement Total 56.3 $1636 100% Bedrooms 3 Lnterla Mechanical Systems Features This home meets or exceeds the minimum criteria for the following:. Heating: Fuel-fired air distribution,Natural gas, 95.0 AFUE. k 2012 International Energy Conservation Code Water Heating: Heat pump, Electric, 3.39.EF, 50.0 Gal. Duct Leakage to Outside 44.00 CFM25. Ventilation System Exhaust Only: 77 cfm, 27.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes - Ceiling Flat R-38.1 Slab None .Sealed Attic. R-30.0 Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.290, SHGC:.0.320. Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 459 Clg: 459 CFM50 Energy Raters of Mass Road Suite 2 upper Foundation Walls R-0.0 Method Blower door test 180 Stater ' Sagamore Beach, Ma. Ligttsma_nd.'Appl'tance ;Features:; ;:" _ ---- 888-503-2233 Percent Interior Lighting 90.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 - �- Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate - Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. /'A4).c J0r:) _,ITiz: iT MA !UILD!N,f RGpI.C;rS f'C BOY, :i3Jq 5%,c tatvrral GEA•CI_, P/;AQ2562 IV>{.il Al';rp Cl-fii IfiC�,TiI:iV--PER IECC 303.1..1 B;1 r INSULATTO.,%, Exterior wa;lS; Type:�_�et�g��--- �;ar?l.tfi�:turer: JW�vs CLAN �JJ — Va R •Ue•— M+� 1 Ei+�r-..rio.r t`ral� '� d'lSr'b� —' (other): Type:�1s£� II iure . 1G interior wjils/Stairvveli: Type: Ba, ,7erit (euir,tx; Fiat Ceillrg's: Slgpcd C_e, linus: urer f;LU\rJP; GNSU!_,�TrGAI (!=lt>CR�t�•'\S5 r�,rt C:S'<tJ�_��E:1 --- EYterrt)r W ally: I Settled Thr _ _�___.� —_ 'ns'^lied thickness: �' ^e 5: Setiied 1, Vr,l:1e; ---. Coo tc'r3Ut' '1.re:a — —_ _—In`talied F-L Cai{in�5; , Y y 0 n.. I"CJ�<Z L . f n3 Se:t 1Cd Il1ICI,t,2 .1S_�dRN►N��lnctalledthic!ness: '�S' 55 _ E1 ---. _ GCVatP -��d �.Mstailed density:. �-c !ai?a; Sfo`'�r_�Eii i Tti r e �_ • r . _. � itf Sr tthrl T i �kne�5• / ~' 1 iStalleql thickneSS: r� l'olue G�._ r sy,1led de CvE ri3o�rl�' - / NurribC. of 6�j; ___. ----- j Uri 1A_ ° Building ,nstaE% ,rrt)dt.,.t, ENERGY STAR Qualified Homes, Version 3 (Rev. 05) Thermal Enc osure S stern RaterSlecklist Home [ ttatr. �ulldryr, atror I Cr u)c.t Vnrifjedi' 4�grltiewf � •3,f 'A'aIs L0 3.1..1 Walls behind stlowers ans lubs Cf L J 3.1.2 Walls behind fireplaces C3 I L U 3.1.3 Atli:knee wails 3.1.4 Sk'lighl shall Aalls Cj N 7 U L 3.1.:5 'e4all ad oinirq.parch root l t LtprU 3.1.6 Staircase walls f CJ X i1 3A-7 Double walls Ct 0 U 3.1.6 Garage rim.band joist adjoirin2 concitioned space J 0 3..1.9 All otter exterior walls J C5 D; i_i 3.2 Floors 3.2.1 Floor above gerage J 0 L X 12.2 CariUeverec Alcor J rl L: 3.2.'d+Floor above urcondiliored basernent or urccndilioced crawls ace 3.3 Ceilings-'" 3.3.1 Dropped ceiling;sollit belowunconditionec attic L" J 3.3.2 At cr?terceilirgs 0 L _1 S.AIrSeailing I Mmi Builauc P ter 4 �ytn Correa VU-rW*d' Verified 5.1 Peneiralions to unconditioned space lchiy sealed with solid blocking or Ilashirg as nettled and gyps se2led v lth:ai.Ik or loam 5.1.1 Duct i Ilue shall U U Y U 5.1.2 RIi rating i pi U U C5 5.1.3 Electrical wirirg U U 5.1.4 Salhrcom and kitchen exharsl farts U L] 5.1.5 Reoessed lighlirg fixtures adjacent to unrorditicned space iCA i labeled and lutti' gasketed.Also,It in nsulaled Ceil"'Aitneut attic above,exterior s.irface Of 1ix11se !! U U insulated to z R-10 in CZ 4 and higher to rnirinyze cordensatian potential. 5.1.6 Uglif tubes adjacent to uroonditiored space include lens separating t.nconddited and Conditioned sltiaCe antl are tut;�peskele®" U U i1 5.2 Crac!o in the builcing ervel cpe fully sealer 5.2.1 AM sit elates adjacent to co-lditioned space sealer.to tountlatinn or s;;b-floor wilh caulk, loam,or equivalent material.Foam gaskel also purer beneath sill plate if restirg atop U U �( 3 concrete or masonry and ad scert it coriditloned space. 5.2.2 AI top of walls adjoining Lnocndlioned spaces,continuous lop plales or sealed blocitin t i u Df using caulk,learn;or er+;,ivalerl materiel 5.2 3 Drywall sealed to lop plate at all urc Nncliliored attic'wall irtertaces using caA,f�carn; dryw`31I achesNe;but not other c;xtslruction adhesives),cr egLlvalenl n�aterlal.Either apply sealant cireeth-between,dry'A'all and lop plate or to the seam.between the tNo,horn. the attic above. 5.2.4 Rough opening®gourd rindows&exterior doors sealed with caulk or Ioarn<,. 5.2.5 Marriage joints between mcdi,tar horse morules at at exlericr boundary condl!iiois lully sealer wilh eskel and foam U U U 5.2.6 A11 seams between Structural Insulaled Panels(SIPS)foamed and,'or taper per U C 1 U n*anuta^.Wrers instructions 5.2.7 In MAlarnly bLiidirgs,Oe gap belween the dryovall shalt wall(i.e.comrlor.wally and the SINcturat Irarnirq bet-seer.Lflits fully)sealed,at all exterlor b:*ndaries 5.3 M ter o penings 5.3.1 Deers adjacerl to irncondlived space(e.g.,altics,garages,basemenlslcrambient U U condiliors gaskelee,x made sabster tially air-light 5.3.2 Attic acoess panels ar.d drop-down,stairs equipoec with a durable�R-10 insulated owAr that is gaskaled(i.e.,not caulker)to produce continuous air seal'A4+en ono.1pant is not vi 1!1 U 0 aCCESsirg the attic ZR 5.3.3 V�jCle ,ruse tans equip:ec with a durable r R�10 irsi.lated owmr that is gasketed art e�th s(AiCTCnithe use side pfmen icallyoperated" aiIB U U U linter tUan�: tl 1 i' a1er Pre-Drywall Inspection Data: !� I 1[51� Rater Initials: Rater Nance. izalty Firal Ir_spection Date: r 1 TT Rater Initials: 8uMer Emplo)+ee: Builder Inspection Sate: Builder Initials" YY� 9101 ®®®m mm= to SMOKE DETECTORS REVIEWED FRONT ELEVATION - p I SCALE: 1/4' I'-O" - ST E BUIL ING DEPT. DATE - - - M FIRE DEPARTMENT DATE - - BOTH SIGNATURES ARE REQUIRED FOR PERMITTING - ` ~y- Q Wul V I ---� ' SHEET REAR ELEVATION SCALE: 1/4" - I'-O" • JOBS 1523 DRAWN BY: KW . DATE: 12/16/15 ' x - Mfg DUN LEFT ELEVATION i 5CALE, 1/4' _T-O' �M■ T - - - tn LLI _ 3 O Q O OJ~ W I lu - SHEET RIGHT ELEVATION f� SCALE I/4° 1'-D" A JOB, 15M DRAWN BYE KW DATE. 12/16/15 A w �. - PT- Now • ' sa g � Q ' 16 m 2MDIIPDb 3tlj BATH m I KITCHEN OIO - - II VINYL. _ M 3 sz'r4e' VINYL DINING II m Olp , ._a I 1o'-e`•� L' 2II I I 13'-7 V4•. •p, .__ '.IsraRsl ;_ O s REP L—J o ° 2 III # --- ----- P5T• �_GfONGR TE 9EIAB 244D/G050 o UP �• ...PBT P9T ----_--_- �. UP PITCH TOWARD DOORSI OWN 244OV12l50 s�'-� uv uv 2II y E i.. •. FIRE r 2'-4' RATED ', `TPFJI Y BE " � N,, o O OFFICEDROOM CARPET Id0-5-5LIVING - 3 `p 3/4° 2'-4'9 - p 13'-7 I/4° `v - uc 9Y1'O.H.DOOR q r i 2II 6II - 7 ' e 244OF11060 16 O N 3 ` �6Q rtLIZ 6'-3' '-0' 4'-3' " W-6' " 4'-3° 2'-6' q'-O' 2'-6' ~ Q n �o~'-o• 13'-0' 14'-O' � IL O 44'-0'. V 742 SO FT T FIR5 FLOOR PLAN SCALE: 1/4" P-0° 1330 TOTAL SO FT SHEET AB JOB: 1523 DRAWN BY: KW DATE: 12/16/15 ul - u .. w cMoj low `� t 4 KNFP WALL 2A g ' • 26 8'0,1/2° ice, ! ■ 2 V�ET 44wc -W%4° CARPET PBT4x4-44Z eP8T-PSTPST c BEDROOM #2 29 22 1 .. 018816 CARPET ----I 10'-8.114° 2'-a°' _r IM � s 6Q 4-3' 9-0° 3'-9° 4�-3° a-6° 4-9' IL J_� 585 50 FT SECOND FLOOR PLAN SCALE: 1/4' I'-0° . - - SHEET A4 • JOB: 1523 DRAWN BY: KW ' DATE. 12/I6/IS - _ s 5 • - .. - it —O. 0-0' W-2' ''.-0. 12'-0' .-10' ' 2_2 Io GIRDER - 4,4 P.T.'.T 12'50W TUGE.MTAL rT im TYP. r�..BILG01 i 0 iv DOUBLE 0 W JOIST 24 ' P.T. a ILb.G. -I m METAL JOIST RANGERS BOTH BIDS P.T.LEDGER D. ASTFNW W/(2)B LAG BOLTS IL -. P OC i' -_ I 5.1 - NOTE, ANCHOR BOLTS _ I EMBEDDED 7'SPACED 32'O.C. 12"FROM CORN -5 I I I 12 a y WASHERS 3'z3'zl/4' - .I . - 'CCONnN1�lO FoariiNr' I I BASEMENT VAPOR FRET R o I _ NMI BASEMEN IPKTAT 1 _ Oy I I li +' ---------- -� --- --- d I I N Z d V. T� AA"OwRON - • 2B''BIG FOOT'FOOnNG TTP. lu LLl 17'n(r 13'-d 2'-3° 9'-6' 2'-3' Q Q - FOUNDA71oN 'PLAN SCALE: I/4' I'-0. - - SHEET1 1 . JOB: 1525 r DATE. 12/16/IS ' T 44 No . RS F.G.INSUV' ASF ALT 514D SHEATHING/ RIGD WIND WASH BARRIER REdIIRED ASFHALT SHINGLES AT EXTERIOR EDGE OF EXEERIOR ' - y\o• e FASTENERS AT RATE RAFTER/T 3 ylp.r I6 O.C. OP JUNOTON9 TTP. 2 / 16 STRAPPING • 4_ -I�FASCIA/114 SSCCNP 11EI•E]ER :04/ ■ _ .. OONTINU0115 VENTING SOFFIT /�/ - mi \ - �•■' I • - IKO FRIEZE W.W/BED I LDING EXT.STUD"•Ii'O.CI 6- / / • \ R21 F.G.INSUV 346 Q6 i0 _ RTWOOD SHEATHING/ TTr VBC WRAF/W.C.SHINGLES .' .. 2tI0s r Ic•o.c- (s)as BaX eEAn • BLOCKING A' JOIST - '� IN S F TWO JOIST AND RAFTER B RISERS I —FT 1t'IPEIQi GP O 9AT8 FROPI GABLE WALL - - . AND .S In-LALLY - - TYP.F01 TION WA�� - P.T.SILL ANCHORED Sr OC, S5f11-9'CONCRETE L_IJ N ..DAMP PROOF BB.OW GRADE 3 • ' XYXIi'00rl,l 0U9 FOOTING - 101-8• il'-O• -4i-0• .Q - zzw;z . c ML VAPOR BARRIER LU _0. p V � w GRO55 SEG�ION � O N - SCALE: I/4° •I'-D" .. V SWEET 52 0B, 1523 DRAWN BY: KW DATE: 12/16/15 • r I SEE I. FOUNDATION PLAN TIN S S •Iib.C. _ S S •Ic• C. � g y (2)WN y y (2)wN � •.. 4r1- 4 - _ _ o bi _ 4Wr 4xi PST-. K.. PST 1x4_4w1. - PST _� A .PS UP--UP { UP .D PT—UP C2).9 1/4•LVL BEIaH UP o UP Now _ _____ •Ii G .m Ni•.C. •12' � � a (2)ma e 11,11c. IG C: - I , v FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN SCALE: 1/4° I'-0° . SCALE: 1/4".. 1'-O°'. N Z O � 7 - o 1i•LVL RIDGE w LVL wDee - _ a W N ro 4.4 Ant -�Q� \ • tv N DN DN DOR M WALL 2 (B)2x12 MR - SHEET 0 210e MWOC. wo a0o.c.UNLESS ND M OTNERWISE — 12xi dam 9EAn JOB. 1523 ROOF FRAMING PLAN DRAWN BT1 KW SCALE: 1/4° I'-O° DATE. 12/Ib/IS EXTEND ADR TO.CORNE 2.6 DEL TOP PLATE ' RAFTER®16'OZ. FULL'HGT.STUDS - JACK STUD gg _ � - � p _ NAIL TOP PLATE To BTPI OF MDR - -APPLY SII'iPSON I'iSTAIBCONNECTOR - H2.5 B EA.RAFTER °� iiilll W/2 ROWS OF led NAILS ON THE INSIDE FACE OF HEADER o ■S'O.C. TO EACH JACK STUD STRUCTURAL PANEL HEADER - NAILED U C01MON CONTINUOUS HEADER - ' TOP PLATE` O.S°O.C.EDGE AND FIELD r _ CORNER TO CORNER - ! ' _ OVER MULTIPLE OPENINGS DOOR TRIIIHER 5TUD5 - O RAFTER TO PLATE CONNECTION �M WT... SM'ANCHOR BOLTS �I - SCALE• S'xS'PLATE WASHERS �! , •. EACH NARROW WALL SECTION. DOUBLE R" - STAGGER NAIL! - R ° . INTO BOTH PLATES ■■ 2x6 DEL TOP PLATE. ■ •,VERTICAL STRUCTURAL PANEL .• OW WA NAILED Sd COI'iMON NARRL L BRACING AT GARAGE DOOR' ■ID O.C.EDGE AND 12'IN FIELD I`J/ SCALE•N.T.S. II�� WIND ZONE WALL COMPLIANCE. �7 TrO W. 65S OF EACH WALL RUN I — - _ VERTICAL SHEATHING WITH -6d NAILS S" EDGE/12' FIELD - ° - (4)16d NAILS PER FT BOTTOM PLATE - - -- . - 'L. 27Z OF EACH WALL RUN VERTICAL DOUBLE Raw VERTICAL SHEATHING WITH BREAKTON sECPANS ONEL o02 .INTO BOTH PILATES Ed NAILS 15 EDGE/12' FIELD•'" P11 JOIST _ f ae ML TOP PLATE (4)16d NAILS PER FT BOTTOM PLATE _ 5ECOND FLOOR VERTICAL - 1 - RIM.JOIST Q VERTICAL STRUCTURAL PANEL - - NAILED.COF111ON STRUCTURAL PANEL A - O 3° !>d.EDGE -NAILED COHFI O.0 ON Q AND 2°IN FIELD ...0...O.C.EDGE F 6 W AND 12-IN FIELD F - c O W DOUBLE ROW V STAGGER NAILIN DOUBLE ROW - STAGGER NAILIN _ INTO BOX AND SILL _ - INTO BOX AND SILL - 5HEET w r OFULL HEIGHT SHEATHING —SINGLE FLOOR FULL HEIGHT SHEATHING —MULTI FLOOR 54 SCALE:N.T.6. - ® 6CALE:N.T.6. JOB: 1 52B - DRAWN BT:- DATE• 12/I6IG/15 TOWN OF BARNS TABLE BUILDING PERMIT APPLICATION Map Parcel Application # IJ tl� Health Division Icy ��a Date Issued 3 17 ` L- �� I wJ Conservation Division F (;4� / Application Fee Planning Dept. Y Permit Fee gwwA Date Definitive Plan Approved by Planning Board �f��1 Historic - OKH _ Preservation / Hyannis jU� Ern AZL. Project Street Address 90 j C Village o Owner Address Telephone Permit Request o C 0'►'1 ............... t� J/ a 14 eg&4" Square feet: 1 st floor: existing proposed _774t 2nd floor: existing proposed Total new LSM Zoning District Flood Plain G Groundwater Overlay _ Project Valuation 0 Ow Construction Type oft4 4_,r� Lot Size <1K%32 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ONo On Old King's Highway: ❑Yes No Basement Type: 91 Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing5new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 54 Gas ❑ Oil ❑ Electric ❑Other Central Air: 0 Yes ANo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: N)(7# Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Ye s A No If yes, site plan review# Current Use Lc+ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address ® X l License _AA Home Improvement Contractor# Email `C� t Worker's Compensation # 6M,��ob W ALL CONSTRUCTION D JBIS RESULTING FR THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE CQ 1 k FOR OFFICIAL USE ONLY F APPLICATION# 3 ' G DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OMER } DATE OF INSPECTION: s FOUNDATION t FRAME INSULATION 13/A4 A P&L FIREPLACE ELECTRICAL: ROUGH FINAL 4 y , PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING it DATE:CLOSED OUT ASSOCIATION PLAN NO. Home Energy Rating Certificate Rating b° Certified Energy Rater Chris Mazzola 90 Pheasant Hill Circle Rating Date 01/06/2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated;Annual Energy Cost. Use MMBtu Cost Percent 5 Stars Plus Heating 27.0 $364 21% Projected Rating HERS Index: 59 Cooling 2.2 $127 7% Hot Water 5.1 $297 17% �. 4 jected Rating Based on Plans Field Confirmation Required. Lights/Appliances 16.8 $983 56% ieneral Information` Photovoltaics -0.0 $ 0 -0% Conditioned Area 1309 sq. ft. House Type . Single-family detached Service Charges $0 0% Conditioned Volume 10083 cubic ft. Foundation Unconditioned basement Total 51.0 $1770 100% Bedrooms 3 Criteria mechaniCal Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 international Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 2.35 EF, 50.0 Gal. Duct Leakage to Outside 50.00 CFM25. Ventilation System Exhaust Only: 43 cfm,.6.0 watts. Programmable Thermostat Heat=No; Cool=No . BuildingShell Features Ceiling Flat R-38.0 Slab None N � Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-33.9 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters•of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights and Appliance Features Sagamore Beach MA oz56z 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. f 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 KETTLEER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)....:............................................................. ..................::.............................110 mph Q Wind Exposure 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) ....................::................:.............8<_12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q Building Width,W .......................:.......................................(Fig 3)................................................... 27 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)...................................................44 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)...............................................1.75 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8" <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 Masonry......................................................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only 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)............................................ in.>_15" N/A Plate Washer...............................................................(Fig 5).............................................::>_3"x 3"x 1/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension................:..................(Fig 6 < 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)...........:.............. < Floor Bracing at Endwalls...................................................(Fig 9)...................................................... .......... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 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 s 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 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2a.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearin walls......................................... .............. Table 5 ..............2x6-8 ft 0 in. 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 2x 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)..........................................8 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in.<_12" N/A Full Height Studs(no. of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2 ........................................... . ..........6'-8"<_6'8" Q. ................ . Sheathing Type..............................................(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).....::...............................................65% Q 5%Additional Sheathing for Wall with Opening >68 (Design Concepts)...............:'..... Q Maximum Building Dimension, L Nominal Height of Tallest Openingz.:.......... ..................::...................................:6'-8"<_6'8» Q Sheathing Type...............................................(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)......................................................27% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ Q f , 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<_smaller of 2'or L//3 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 L/2 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 KETTLEER MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE 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 Checklist for Compliance (7so CMR 5301.2.1.1)' -WHEN THIS EDGE FU39M ON FRAMING US£Rd NAILS ATGbim ' 11 11 11 1 11 11 1 11 II 11 11 11 11 1 11 11 11 11 11 1 1 1 11 11 N Il d 11 it m 1 m n I I 11] n t 1 II W 11 11 ii g 1 II Q 11 11 tU 1 IL u 1 � II Q 11 11 W 1 - I1 Ir 11 11 IJ t 11 rl 11 II Tl UD ISLE M>GE ` NAILSPACING PANEL I{ 1 See Detail on Next Page Vertical and Horizontal availing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 a r UN, a I j r WF�N e r r +; 1 r r �i m o na FRAMINGMEMBEAS EDGE RdTFRMEDIATE r I STAGGERED MAIL PATTERN PANEL PANEIL EDGE V DOUME MAIL EDGE SPACING WrAL Detail Vertical and Horizontal Nailing for Panel Attachment �NEr l own of Barn-stable. Thomas F.Geller,Director Buildiiia Division Torn Perry, Building Commissioner 200 Main Street, Hyanais,NIA 02601 I r�t'�v.town•barnstabl'e.ma.us 508-862-403 s Fax: 50.8--790-6230 i PropcA7 Ovm* r Must Complete and Siorn This Section. If Using ABui.der L +-�f , "is Ovmer of the subject property herby autho�.ze to act on my behalf, in all matters relative to•work authorized bythis McEg permit application for: , • - �� P�� cif �Y�. __ . (Adds-iss of Job) Si e of 0- er ID ate • I Print Nae Q,FOF NIS:OV%NEFY'-F AIISSIold • .���a�r��F�:��f�r���str°ial.��� deazts V Office ofIrsvesi€g7adans J 600 Mashing-faro Street \ _ .: Boston,HA 02111 m mass e ovIdia Workers compensation Insurance Ai'fidaidt: Bur—Wrs/Gong-a.darsMer-triclaus/Plumbez s Applicant Jbiormatian Please Mat Legibly Name (Business/organizaLion/Individuai): Af 11M--f0, f Address: J. &N< !�" city/State/Zip:C W1r�V/ U -,- Phone 6 iw Are you an employer'?Check tlFe•apprapriate Type of project(required): 1.❑ I arn.a employe with 4. I am a general contractor and I 6. jVNew construction ° employees(full md/orpart time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.1 8• ❑Remodeling ship andhaveho employees These sub-contractors have 8. ❑Demolition uorkim for me in any capacity. workers' comp.insurance. g ❑Building addition [No workers, comp,insurance 5. ❑ W6 are a corporation and its required.] officers have exercised Their 10.❑Electrical repairs or additions 3.❑ I am a home-owner doing all-,ATork right of exemption per MGL I I-❑ Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4),and we have no 12 0 Roofrepairs insurance required..]i employees. No uTorkers' 13.❑ Other comp.insurance required.] *Any applicant that checlm box#1 must also fll out the section.below showing their workers'compensation policyinfomration t Homeowners whp.submit illus affidavit indicating Ihey are doing all work and then hire outside wntract6rs must submit a new afdevit indicating such. $Contractors ihat check tivs box must attached an additional'sheet showing the name of the sub-contma ctors and their workers'comp.policy infonm3.tion. I am an ensFlrryer that is raviding svarke s'CC1P1Zj1eTTSatI61.1 171SUr ante for my ernfloyees. Beloiv is thalwI ey and job site r�•�or�c�ia�r. ; Insurance CompanyName: � `� e-' n Policy#or Self-ir3.Lic.#:_ OO Expiration Date: • Tob Site Address: !Q 6 re City/State/Zip: rodUll MN 076-'ST- Attach a copy of thewarkers' compensation polidy declaration gage(showing the policy number and expir;aflon date). Failure to secure coverage as requ_;red under Section 25A of MGL c. 152 can lead to the imposli on•of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonmcut as well as civil penalties in the foam of a STOP WORK ORDER and a fm e of up to $254.00,a day,against the violator. R?advised that-a copy of this stateni6nt may be forwarded to.the Offce of Investigations.of the DIA for insurance coverage verification. �"da lieJ•elry��er�i�y�z�x�deY tl'te�airis arid.perral es o;�`�re.�'c�ry zlaat�'i� r��r°zrxatro-ta pr°on�ia"ed celyd�Ye is tr°ue��id parr°e�;i± . Phorie,T: F �.e "se are ©rr: t�s�t ite r".Fa E1�t"s a,ea,ion c ,irXe.€edryr crty�or r°u�aa o�fictrty ar Town: Perim VUcens-e 7 Issuing Autho-fty (circle oue): L Board of Health 2.Buildbg Departm�ent 3. C t�ITaw .Clerk 4.Elekiical Ing3ectoY 5.PImn-bing In:spectri C. other con'tld Person: phone#: Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date Expiration Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/01/16 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/16 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 11/01/16 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 11/01/16 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 10/01/16 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 09/01/16 1 ! UV Massachusetts -Department of Public Safety Board of Building Deguiations and Standards Construction Supervisor License; CS-005645y .;I:.FYI BRIAN T DACEY, ` PO BOX 95 4"= CENTERVILLE MA 02'632�" 921� 'j j41 Expiration Commissioner 04/19/2016 3/3 o1/te Foundation ArAlarnstable,CertificatiYo:n, MA Prepared For : 90 Pheasant Hill Circle (Cotuit Meadows 'Subdivision of Barnstable Assessors Map: 002 Parcel: 002-009 #A3,�°" "'° Zone X (unshaded) ® FIRM Community Panel Number . 0250001 0539 'J i1 j'f r Nye Engineering & Surveying Effective Date 'July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers -and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowners Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 y Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282, Scale 1" = 20' 03-25-2016 Job Number: 2005-214 00 . l I l l 1. 0 l z N/F COTUIT EQUITABLE HOUSING, LLC \ DEED BK. 21804 PG. 41 .� PARCEL ID: 002-002-010 \ /moo• 1 \ 6e4s48 11591. E / N CV 4•01 F°UkISnN N° c / LOT 9 to#904 n0N / 8,837t S.F. so' °3io `�4e• / 2 0.20f ACRES o 2 / ?.p. Vol . / 00 ryC' Co 103.6 / H 69. °14 2'1 4 / N/F MAXINE E. GRANT-HAYS DEED BK. 27041 PG. 124 PARCEL ID: 002-002-008 N/F GADEED BK H ISTIA PG. 8CENTER, INC. PARCEL ID: 002-004 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 OF lu �Sq 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 ��� SHANE �yG SPECIAL FLOOD HAZARD AREA. M. d MALLON -� THIS PLAN IS NOT TO BE RECORDED N IS IT TO BE USED TO ESTABLISH PROPERTY LINES. N© f48687 su REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE ��� �+�y® GENERAL N TES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 — PARCEL 02 2. SETBACKS. FRONT = 20' SIDE/REAR = 10' 3. U11UTY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 0 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). Q SITE IS NOT WITHIN AN AREA OF ESTIMATED HABfCAT OF RARE z WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETU4NDS PROTECTION ACT REGULATIONS (310 CUR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS.' SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER ry '� ATS OF RARE SPECIES' FOR UNDER THERMASSACHUUSSETTS ENDANGERED SPECIES AC7;SPECIEs REGULATIONS (321 CMR10) i ! ' SITE IS WITHIN A STATE APPROVED ZONE N GROUND WATER LOT 10 ' RECHARGE PROTECTION AREA � w 1 SMH1�280.11 0'St>]9,gC r14c, f CONSTRUCTION NOTES: x S I. ALL EfOn SUBDIVISIONCONSTRUCTION NN07E SON EET C-2 FROM THE 8Ss COTUfT MEADOWS, DATED 1 4e 6 / 6 25 07 SWILL 113 48 �, \� / / / HERESY APPLY TO THIS SITE PLAN. 7.4 s5.o 91 n \ 2. ALL GRADING, DRAINAG& AND UTILITY NOTES ON SHEET C-5 FROM wq � `, � ��,,`��/ THE DATED 6/BD�� SC��HALL HER�BI'UCTION APPLY TO THIS SITE PLAN.FOR COTUIT �, P R i 67.4 `°�sF�pq�k ss.ox / / \\ \ ,� 3. SEWER BUILDING CONNECTIONS: (LX ", 1 s �. S INV. �� CV �� \`�4�l,V,e_ l — MIN. COVER SWILL BE 3 FT C) 1 -61.12 COT 9 \ s4.5 — SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES �► / o. 87 Ro 8,837E / / ` AS REQUIRED BY BARNSTABLE DPW. •- MINIMUM SEWER SERVICE CONNECTION SLOPE SWILL BE 2.I X. R / � o.2of �WRE � J 9 ✓, e+e8 / -VEGETATED 24 �► RAIN GARDEN Cdtult Meadows Subdivision C�f' 85.8x s2 o STORAGE) Cotult•Barnstable Massachusetts 65.2/ x 47 r., x / 0 �� TOP-64.0 .......�� i 64.6 8 x0 BOTTOM-62.0 ZARED Fi9R 7.0 x 65.0 ro' .- / , COTUIT EQUITABLE HOUSING, LLC � 7 !, ~' �\ � , N 6103•e?, S f�A ,moo / % 0141 x64.6 Ck( / Ps 0. "X 95 w /`• 64.6 x / / PROVIDE (1) 6 DU. x 6 Centerville, MA 02032 DEEP LEACHING BASIN i11LE 67.42�, 6.5 � LOT 8 / / w/ 1' STONE �i SURROUNDING (OR Tilts Plan ALTERNATE EQUIVALENT Lot 9. 90 Pheasant Hill I.ircle VOLUME OF 289 CF) CONNECT ALL ROOF 62.0 DOWNSPOUTS TO � x LEACHING BASIN BAXTER NYE ENGINEERING & S UR VE PING Registered Professional Engineers and Land Surveyors ESN of , 78 North Street,3rd Floor,Hyannis,MA 02601 �� , Phone-(508) 771-7502 Fax -(508)771-7622 ° MA w E" EDDY CIVIL No. 43183 Q 20 0 20 40 'o i SCALE IN FEETNAL 1. = 20 SCALE " ' A 4 16 r REV. DATE: REMARKS LOT 9 DRAWMtG NII�ER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214