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HomeMy WebLinkAbout0169 PHEASANT HILL CIRCLE �TOWA OF BARNSTABL BUILDING PERMIT APPLICATION Map 0 Parcel Application # Health Division . Date Issued Conservation Division Applicatio e Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address /(01 04idervillmE 0111 Village Owner G�11 Address o- ta Telephone Pe mit Request o r\ ak- � a Square feet: 1 st floor: existing proposed 2nd floor: existing proposed =Total new 1My Zoning District A17-1 Flood Plain Groundwater Overlay T Project Valuation !emu Construction Type 1,A&J 4wolk— Lot Size�d�G1 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Altio On Old King's Highway: ❑Yes e�No 7 Basement Type: Gull ❑ Crawl ❑Walkout ❑ Other '- Basement Finished Area (sq.ft.) Basement Unfinished Area (sq nft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing �4>ewTotal Room Count (not including baths): existingnew First Floor R lom Coiner Heat Type and Fuel: 4 Gas ❑Oil ❑ Electric ❑ Other Central Air: '14 Yes ❑ No 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: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Ye *o If yes, site plan review# Current Use Proposed Use ` APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 11 Name Telephone Number 7TI0 4 V Address 6License# y . ,to 4 57 l Home Improvement Contractor#Email 1" Xet c9V4-*, Worker's Compensation # WI2 UR ALL CO STRUCTION D IS SULTING OIVI THIS PROJECT WILL BE TAKEN TO SIGNATURE r DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING � DATE CLOSED OUT ASSOCIATION PLAN NO. o Town of Baniistable. Regulatory Services Thomas Fe Geller,Director Buildincr D1.yisf.0u Tom Perry, Building Commissioner 200 Main.Street, Hyannis,Mk 02601 I w-r, town,barnstable.ma.us 0ffiae: 508-862-4038 Fax: 508--790-6230 Prop cA7 Ovmc' r Must CoMplete and Siop This Section If Using ABuil&r T, lit as Owner of the subject property hereby autho,-.ize to act on my behalf, in all matters relative to.work autborized bythls buiklinff permit application for: , (Addwss of Job) /I A Signature of er a Print Name Q;FOFr�4S:0�rnERpbP�1�fiI55I0N ' Department OfIndust rial Accidents ti Tw& Tnass}8ToT��d a Workers CampeD.sedon Insurance.t ffldaidt> Bufl6rs/Gong-a.e������e��rge�an�t�����e�s giant Iffomation Please Print Le Nate(Busiaess/Orgaoizaton/Lndividual): f .Address: City/State1Gip:69�AIX (Z/,1W Ale 2 3 Phone Are you an employer?Check the•apprapriate bG.- Type of project(req free: 1.❑ I aria a eluploy with 4. YI am a.general coraractor and I 6. [New consiuetion employees (fall and/or part timc). have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the atia.ched sheet.1 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition viraFI ing for me in any capacity. workers' comp,insurance. 9. ❑Building addition Vo V'rorkers' comp.insurance 5. ❑ W6 are a corporation and its required.] officers have exercised their10.❑Electaicalrepairs or additions 3.❑ I airy a homeowner doing all work right of exemption per MGL ILL]Plumbiug repairs or additions myself-NO workm'- camp. c. 152,§1(4);and we have no 12:❑Roofrepairs insurance required.]i employees.-[No workers' comp.msufancerequired.] 13.❑ Other tAmy applicantthat checks box#1 must also fln out the section below showingtheir workers=compensa$on policyinioml&don: t Homeoumers vko•submit$us affidavit indicating they are doing all work and then hire outside rontractks;oust submit anew affidavit indicating such. $Contractors that c7recktlris box mist attached an additional sheet showing the came of the sub-contractors and their workers'comp.policy information. I tun im employer that is proP!4i ,-varkers'compensadaaz 17xs-ara>ce for Fry er-i_pdayees. Below is tha policy arrd j b sk-C EFa,�a3F1�FFci�t7?. ; Insurance CompanvName: ���'�'"��`� �`�•�-�, �� a Policy#or Self-ms.Lie.#:_ �7 3� _ Expiration Date:��_ lob Site Address: �ls1� L/ U, l( .�1�( City/State/Zip: Attach a.copy of th�. workers' c€tmpensafian polidy declar a—It an page policy number and ex-piratian.date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of eriminal penalties of a oneup-b $1,500.00 ancUor one-year nmprisonmm� as well as civil pmalties in flae form of a STOP WORD ORDER and a fmc oftrpto$250,0&a day.against>?,evialator. RPadvised that.a copy of this sMatemnt maybe foru,mrdedto-the Office of Iuvestigations.oftb.e DIA for insurance coverage vuffication. dop hereby cet t j : tdBY f e IITFZ3£EF£•d}'eFtt2 F•8 of Je,Z fF�`F� h t AsE� rr aY�ricc ia-xaprovided above �Tze knd carrPee iature: Date: t i Off'. d ause art=/yj Der Proi vrite r`.Ya ih s areg,to be campleted by o ty o°Y rtav-rt o f ct: : City ar•To%m: P'ermi'Mcense 7 Issuding Authwdq (air ele me.): 1..Board of Health. 2.wilding Depar t>recut 3. Cf rytl'ovv,a:Clerk 4.Mek ical 5.P1m1,bing k�z: eC."tor .®otter contact Pre Phone 4: Home EnergyRating Certificate RatiRegistry gN be° - g Certified Energy Rater Chris Mazzola 169 Pheasant Hill Rating Date 08/08/2016 Centerville, MA Rating Ordered For Bayside Builders - _... - Estimated'Annual'Energy Cost-'.w Use MMBtu Cost Percent 5 Stars Plus Heating 26.8 $373 23% Projected Rating HERS Index:62 Cooling 2.4 $131 8% Hot Water 15.4 $196 12% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 17.2 $930 57% General'Information"° Pnotovolta;cs o.o $-0 0% Conditioned Area 1356 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 10886 cubic ft. Foundation Unconditioned basement Total 61.9 $1630 100% Bedrooms 3 Chte'ria This home meets or exceeds the minimum criteria for the following: Mechan>Ica4'Systems Features Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 13.0 SEER. Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Duct Leakage to Outside 53.00 CFM25. Ventilation System Exhaust Only: 44 cfm, 14.5 watts. Programmable Thermostat Heat=No; Cool=No _ Building"SheII-Features Ceiling Flat R-38.0 Slab None 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 Massachusetts Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights�WanddApplia�nce�Fea'tures� ` ° �, Sagamore Beach MA 02562 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: REM/Rate- 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. 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 04/01/17 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 05/01/17 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/01/17 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 03/01/17 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 04/01/17 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 05/01/17 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 07/01/17 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 08/01/17 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 05/01/17 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 03/01/17 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 04/01/17 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 05/01/17 . Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 02/01/17 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 04/01/17 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 07/01/17 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 06/01/17 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 05/01/17 1 Massachusetts Department of Public Safety ag Board of Building Regulations and Standards License: CS-005645 ..i , Construction Supervisor k" BRIAN T DACEY 4a�"„ � PO BOX 95 is 1 ' - _} � CENTERVILLE MA M3� J'f Expiration: Commissioner 0411912018 ) Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. u I, �i 1: Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS li 5 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 WindSpeed (3-sec. gust)......................................................................................:.............................110 mph Q Wind Exposure Category 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..•... 2 stories s 2 stories Q RoofPitch ...........................................................................(Fig 2) .................... .............................12:5 12:12 Q MeanRoof Height......................................................................(Fig 2)....................................................16 ft <_33' Q Building Width,W................:...............................................(Fig 3 ......... 24 ft <_80' Q BuildingLength, L...............................................................(Fig 3)....................................................48 ft <_80' Q Building Aspect Ratio(L/W)................................................(Fig 4)....................................................2 <-3:1 Q Nominal Height of Tallest Opening2...........................................(Fig 4)..................................................61-8"<68" 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" 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 end/joint of plate.............................(Fig 5)...................... 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 W, Q 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension........... ........................(Fig 6)......................................................9 ft:5 12, Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7).....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)...................................................._ft <_d N/A Floor Bracing at Endwalls....................................................(Fig 9).................................................................... 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 5 20' Q Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................24 in:s 24"o.c. Q Wall Story Offsets . .........................................................(Figs 7&8)............................................—ft :5 d N/A 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 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5).........................................2x6-8 ft 0 in. Q Non-Loadbearing walls.................................................(Table 5).......................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length (if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)........................................8 ft Q Splice Connection(no. of 16d common nails)..............(Table 6)............................................................6 Q Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .........................................................(Table 9)...........................................6 ft 0 in. <_11' Q Sill Plate Spans .........................................................(Table 9)...........................................3 ft 0 in. <_ 11' Q Full Height Studs (no. of studs)....................................(Table 9)............................. ..............................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9)...........................................9 ft 0 in. <_ 12' Q Sill Plate Spans............................................................(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 Openingz .........................................................................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 [� Percent Full-Height Sheathing.......................(Table 10).......................................................71% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... 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 Percent Full-Height Sheathing.......................(Table 11).......................................................24% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed?..................................... 10 .......................................................................................... 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 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 s 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) ............ 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. ll. 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)1 -WHEN THIS EDGE RESTS ON FRAMING USE 8d NXI-S AT6�or- 11 11 11 11 11 1/ 1 11 11 11 1 11 �1 1 11 1 11 11 1! II 11 11 1 - ' 11 11 11 1 11 11 I V 1 1 11 1{ V 1 11 1 l - 1 ..CC 11 11 H 1 11 Y 11 11,E 1 O tl 1-1 F It Q ii it m It 7V 11 1{ 1 2 co h It 11 n g 1 a. 41 1 11 I! W ii ii t 1t z 11 If (� 1 IL Ij I! IL 11 1 {II 1 V II 11 h 1-0 t u rl 11 e l NAILSPACiJG ; 1 PANEL � 1 v See Detail on Next Page 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 53O1.2.1.1)I 1 1 ' 1 ; 1 1 1 1 1 1 u m z 3 1 a na ' FRAMING MEMBERS 1 1 EDGE 94TERMEOIATE 1 e ( 1 Z ` ` - STA MAILPA 3"M UL PATTERN PANEL PAWL EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 169 Pheasant Hill Circle Rating Date: 02/13/2017 Rating Number: 28961 Cotuit, MA 02635 Registry ID: 356368201 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 58 Heating 15.5 $445 28% General information cooling 0 $0 0% Conditioned Area 1356 sq. ft. House Type Single-family detached Hot Water 3.4 $200 13% Conditioned Volume 10886 cubic ft. Foundation Unconditioned basement Lights/Appliances 17.6 $950 60% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 36.4 $1594 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 3.39 EF, 50.0 Gal. Criteria Duct Leakage to Outside 47.00 CFM25. This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 66 cfm, 23.0 watts. 2012 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-44.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-33.0 w/RB Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Watts R-21.0 Infiltration Rate Htg: 511 Clg: 511 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company ZY Energy Raters of Mass Lights and.Appliance Features 180 State Rd. Suite 2 Upper Percent Interior Lighting 90.00 Range/Oven Fuel Electric Sagamore Beach, MA 00� Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 $ �u Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 info@energycodehelp.com r � Dishwasher (kWh/yr) 296 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: ^ta �+ Cz REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. w 1, NIA O�Bq��STq ?Jr�� !''4ti�1'r'tii.tEJ Rr,:lLaiNs�;t>`?�`l;?U�rS 54, ,;.r<<O R C Et CA'!f,MA 025E2 �NS(iLAi'!0( MR-M!C.ATIOilV--PER ,EEC 3011:1 BATF INSULATi0N _ Exterlpr.w,1!!g. Type Exterior � is ;e�,ier}:jl a7+1J'V�DV�•/S-1" i Type: I .ure.r K-�( fUrl1..�� � -_ R-vaiue: interior Walls,'Stain{;el!: TYAe•_ __ — -- --- --" `'•nt'€actt<r.e., R-`value,: Sa e_. t Ceii r,t : ^ui<r..,,lIiErOto—z Sp C t flat.Ceilin€;c: Type:_ S I lOPed Ceilings; Type:— -- _ Manufat.turcr; R-Vctlue:. E3LG\2'iVrNS'L �T`(J(�7 (FIBERCj.A_S' )'�-C_ :)LnSEf ExleriUr tv,:iFti: �i nurct t re : Installed tnrckness: Settled Thickness: 1tiOd F VPlue Instalied density, Coverage _ -- _ Nutiibef-of ties Flat C'r_iLngy; Stafied..niWknCss:l:l_ Sealed Thiel ess nstpQ ,,{ CcVerage%l03: J e. r! 1Y:^EL � S — W S:./� 1� er; '• Settled Thickness:ess � ` _ )St.3 i£ tilt S''1'l- y V;lue !r st i'dcnsii Ccvrra e \r a! - , --- BY: v �i For V 1P nSta!?eCi F?;indin, rodirct, - - :r boa - 6(3 R- (38 -A&-k �e Town-of Barnstable -� RFCEI,� T t ABe. 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-16-3705 Date Recieved: 12/20/2016 Job Location: 169 PHEASANT HILL CIRCLE,COTUIT Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State Lic. No: 15920 Address: Po Box 248, West Chatham, MA 026690248 Applicant Phone: (508) 945-1100 (Home)Owner's Name: COTUIT EQUITABLE HOUSING LLC Phone: (508)771-1040 (Home)Owner's Address: PO BOX 95, CENTERVILLE,MA 02632 CD Work Description: New construction duct work y Total Value Of Work To Be Performed:, $5,000.00 Structure Size: 0.00 -0:00 0.00 Width Depth Total Area . I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter.568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Eric Whiteley 12/20/2016 (508)945-1100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost: $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 12/20/2016 $85.00 �X3G0{-X3 -X30{-' Credit Card ......... 2793 ........ ........ Total Permit Fee Paid: $85.00 TempParcelEdit Page I of 1 PKER a ✓ Logged In As: Wednesday,7anuary 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. . New Parcel Detail New Mapparcel: 002 002 081 Street Number: 169 Unit Dev Lot LOT 81 Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: T/R 1. 71 Villlage: 07 Cotult E, Part of M/P: MAP 002 PCL 002 Plan Ref: PLBK 617/6975 (APP 7-62) Date Added: Updated: U, date ele Add Another htt-D://issal2/Intranet/Proi)data/Temi)ParcelEdit.aspx?ID=Add 1/16/2008 - a -�-1 � Foundation Certification in Barnstable,- MA Prepared For : 169 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-081 Baxter Nye Engineering & Surveying, Zone X (unshaded) ®FIRM Community Panel Number 0250001 0539 J 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 Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 H annis, MA 02601 Barnstable Zoning Board of Appeals No. 2005 Y-082 @ Deed Book 21059 Page 158 Phone- (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1" 20' 09-06-2016 Job Number. .2005-214 f co 0 Z PHEASANT HILL CIRCLE - N 83-37'13" E 99.77' N O� J 34 0 C 14.0' U � EXISTING FO NDAT►0 .-i N a- - #169. N 9 2 16 LOCATION DATE I � 16.3 22.2' 26.5 r r 23.1 2 N/F CHARLES 'H. & BEVERLY A. MORRIS . No w DEED BK. 29826 PG. 128 t PARCEL ID: 002-002-080 Uz rn w z LOT 81 : 10,421 S.F. N 0.24t ACRES 90.31' g 83-37-15" W r N/F COTUIT EQUITABLE HOUSING, LLC DEED BK. 21804 PG. 41 OPEN SPACE PARCEL ID: 002-002-082 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 F SIIANE PREIMETER MONUMENTS SHOWN,PER EXHIBIT "A" (DB 21804 Pg 45) AND IS'NOT LOCATED WITHIN A s � N1. <� SPECIAL FLOOD HAZARD AREA. ® MALL ON THIS PLAN IS NOT TO BE RECORDE OR IS 1T TO BE USED TO ESTABLISH PROPERTY LINES. �No.46687v { REGISTERED PROFESSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE • r Now .. V k SMIOKE DETECTORS REVIEW D DAKN61ABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE � � 1BOTH,SIG NATURES ARE REQUIRED FOR PERMITTI IE] 1 [:I. l -- u FRONT ELEVATION SCALE: 114" 1'-O" Q. o - m O lu co Lu Ef Lu I "31 f !I1'7 I SHEET 318d1SHIVS A4 �AA01 GM Gm REAR ELEVATION SCALE: 1/4" _ li_O JOH: 1619 DRAWN HY: KW DATE: 8/4/16 f w 1om1 will 1■■1 w on Y LEFT ELEVATION RIGHT ELEVATION . rr SCALE: 1/4" = l'—O" SCALE: 114" I'-0" ul 12 TYP- ROOF. Q 4. - 200'e 6 16' O.G. R38 F.G. IN 'HURRICANE CLIP.' ` R30 F.G. INSUL./` . FASTENERS AT ALL PLYWOOD SHEATHING/ 2x8 S,i 16 O.G\ RAFTER / TOP PLATE ASPHALT SHINGLES JUNGTION5 TYP. , x3 5TRAPP NG GYPI..I .RD RIGID WIND WASH BARRIER REQUIRED HALL B TH T EXTERIOR EDGE OF EXTERIOR PLATE TOP\\n 12 12 «. _ BLOCKING N-0'O.C. .. - 2z10'S 6 16' O.G. 2x10'S Y 16' O.G. IN FIRST TWO JOIST BAYSFROM GABLE WALL Ix8 FASCIA / Ix4 SECOND MEMBER - - CONTINUOUS VENTING DRIP EDGE - 13R — i Ix3�STRAPPING - - - _ --- - - Ix8 FRIEZE`BD. W/ BED MOULDING - " 9'T i I%2 GYP.'BOARD - N TYP. ExrER10R wAL� O FOYER - i KITCHEN .. to 2x6 EXT. STUDS P 24'.O.G./ 0 Z 6' R21'T.G. INSUL./ co Q O . - 1/2' PLYWOOD SHEATHING/ - # Lid W.G. SIINGLE5TYVEK WRAP/ 4'-011 q'-0° FINISH FLOOR - - - 3/4' OSB SUBFLOOR - - .. R30 FIBERGLASSIN5UL. O . - - 2x10'15® 16' O.G. 2x10'S A 16' O.G. '. ... .. 2-2x10 GIRDER .. ._ � FOUNDATION WALL 4'-2°. PT 2x10'S i Ib O.G. :. - _ - . - --3-2x12 GIRT - 4x4 P.T. POST LLI P.T. SILL ANCHORED 28 O.C. GAL V. METAL POST ANCHOR {— _ 12 SONO TUBE PIER TYP. 8 xT 9 CONCRETE CJ IVI N �E - O BA E T DAMP PROOF BELOW GRADE, q T . - I/2' LOLLY 10'xl6'.CONTINUOUS FOOTING COLU6M 5 NOTE: _. i 3 1/2' CONCRETE sLAB 5/8' :ANCHOR BOLTS 6 MIL VAPOR BARRIER EMBEDDED 7" 12'-0" 12'-0" SPACED 28" O.G. 12" FROM CORNERS _ WASHERS VxWxl/4" SN iv E .. . ._ ET LL:jl 24'-0° A 2 SECTION "An JOB: 16I9 SCALE: I/4" = I'-0" DRAWN BY: KW 7 TE: 8/4/Ib Y e. ..w _ r _ e, „ • v v , s. DECK o m > _ NonaN i r = . w , , —� —VINYL , O O a r O 2x10'e, .. '� „ O.C. F ABOVE Rk KIEN VINYL .. CARPET - PULL DOWN i. IA L STARS, fe = 2. 121-On_ - 0 244DH2849 GARAGE 2$ m _ - - ' I� . _ - 0 N : 32 x57 .PITCH TOWARD {3) 9 I/4 LVL ABOVEIFLUSH. O _ _ _ $ N OOM ; - - _ .. • CARPET 1 k .L I V I NG 2 ' m ' .. . CARPET s, 244DH2850 " C4 WNW 2-4 UP - 7'x9' O.N. DOOR 14'-4"- i_8 16i_on o 1 2� - , e 4 'SEE DETAIL SHEET'A6 r <., : :... . $ p.I y NARROW WALL BRACING _Ico mom :, 0L IN ` V, .;.,: . .: ,.: 2i_bn ::gi_Qn t. 2i_bn: 4i_Oo '• bi_On 71-011 7i_On` .61-On 4i_011 14;_On 341-011 i 0n SHEET • Lou 15 FIRST FLOOR PLAN 5CALE: 1/4".- T-0° 3 JOB: 1619 DRAWN BY: KN _ DATES 8/4/16 Now w 341-011 51-00 181-411 101-811 61-00 _ �81_7u 31—qo .. BA Q 2� VINYL 6 MEN . -all LIN ¢ I� 1-1011 2 ",lk2,k . . . DN. 2849-2 TMP BEDROOM , BEDROOM . - - CARPET - - CARPET 14-4 11 Ib- 10 p - --8 n KNEE WALL KNEE WALL - N 3 • co Q Z # w Q 341-0" p SHEET SECOND FLOOR PLAN �� SCALE: 1/4n = V—O° _ — JOB: 161q DRAWN BY: KW DATE: B/4/16 34'-0" - 21-411 51-4" 5'-1° gi_311s - 12'-0' - - w r--------------------------� a Ll 2-2x10 GIRDER r ,1 4x4 P.T. POST i ——— I GALV. METAL' POST ANCHOR 1 10' '50N0 TUBE" PIER TYP. MEN o I 15ULKHEAD I o i F 1 1a�EXT. l I I I I I will ,,. . ----=— ——— =— --- --- — --- ----- -- ----- --- J I :.' -777 I - ----- --- = ---- -- ----- -- -- -- -- --- -- Q L I Now I a"x 46' CONCRETE WALL I e' - - - I 16'xI0' CONTINUOu5 FOOTING.TYP. _.. I ., - - BASEMENT - n m,• I I. . CONCRETE SLAB I e. VAPOR BARRIER I GARAGE I 4' CONCRETE SLAB I SPLIT. �0 ' PITCH TOWARD DOOR I :GIRT ' cli N I -- -- - --- f,, n I I I IPKT 51 I I N 3-2x12 GIRDER L-- --J. 3 I/2' DIA. STEEL COLUMN - 30'X30'x12' CONCRETE PAD _ __10 I I I I , DROP WALL 101 v DOOR L— ——— —— J 8'x 7'-9" CONC. WALL I p CONTINUOUS j I6'x10' FOOTING TYP: �q N I L J .I Q. 0 ***NOTE:*** 2'-30 5/8" ANCHOR BOLTS EMBEDDED 7" Q 14:_0" 34'-0" SPACED 28" O.C. V . -0 12" FROM CORNERS F WA48' SHERS 3"x3"x1/4" SHEET _ JOB: 1619- - - DRAWN BY: KN DATE: 814116 EXTEND HDR TO CORNS - 2x6 DEL TOP PLATE - - RAFTER ® 16" O.G. FULL HGT. STUDS - - - JACK STUD .NAIL TOP :PLATE APPLY .SIMPSON MSTAIB CONNECTOR ° ° _ H2.5 ® EA. RAFTER - o► - TO BTM OF HDR W/ 2 ROWS OF 16d NAILS ON-THE INSIDE FACE OF HEADER ® s" O.C. TO EACH JACK STUD STRUCTURAL PANEL HEADER TOP PLATE NAILED ad COMMON CONTINUOUS HEADER -® 3" O.C. EDGE AND FIELD. CORNER TO CORNER - ' r .. .. OVER MULTIPLE OPENINGS ,. .. - - - DOOR TRIMMER STUDS _ .. .. - ORAFTER TO PLATE CONNECTION SCALE: N.T.S. 2- 5/8" ANCHOR BOLTS i w/ 3"x3" PLATE WASHERS EACH NARROW WALL SECTION - ✓` wo STAGGER NAILIN - M M1 INTO BOTH.PLATES 2x6 DEL TOP PLATE ul VERTICAL - - - - STRUCTURAL PANEL NAILED 0d COMMON - - - - - ® 3" O.C..EDGE - ONARROW WALL BRACING AT GARAGE DOOR AND 12" w'FIELDIla ' - SCALE: N.T.5. SHEAR WALL COMPLIANCE: W= 71% OF EACH WALL RUN VERTICAL SHEATHING WITH ed NAILS 3" EDGE/12" FIELD (4)1&d NAILS PER FT BOTTOM PLATE 'VERTICAL DOUSES ROW - STRUCTURAL: PANELS _ - - STAGGER NAILIN - L- 24%•OF EACH WALL RUN BREAK ON SECOND FLOOR - ", INTO BOTH PLATES „,A VERTICAL SHEATHING WITH RIM JOIST. - 2x6 DBL TOP PLATE 8d NAILS 3" EDGE/12" FIELD - (4)16d NAILS PER"FT_BOTTOM PLATE FLOOR N - _ - - RIM JOIST-. VERTICAL - - .VERTICAL STRUCTURAL PANEL - - STRUCTURAL PANEL • NAILED ad COMMON -- 7. - NAILED ad COMMON • - ® 3" O.C. EDGE - ® 3" O.C. EDGE - .: -AND 12" IN FIELD - AND 12" IN FIELD • - _# w Q. - W 0 �-- - i - 6 - - EM ' _ DOUBLE ROW. DOUBLE ROW STAGGER NAILIN fI ': , .• STAGGER NAILIN I1 Q INTO BOX,AND SILL '�.. ,�'- 5 .INTO BOX AND SILL - 1 `• - I 'v\ SHEET ' II II FULL HEIGHT SHEATHING -SINGLE FLOOR _(�)FULL HEIGHT S�IEAT+-IING -MULTI FLOOR SCALE: N.T.S. - SCALE: N.T.S. - JOB: lblq DRAWN BY: KW DATE: 5/4/16 J GENERAL. NOTES: I. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/RF.AR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. t COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE VEGETATED 12" P LOT 1�� WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED RAIN GARDEN (b�t5 C.F. w HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS13.o STORAGE � PROTEC110N ACT REGULATIONS (310 CMR 10). TOP-64.0 $6.07 G SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP - LOT 1863.5x BOTToe3.0 G a3. W ._..- MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." G x 3"�"75- .... SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER MasonG- G W G- W W„ S� - t3 INV HIN-55. ®� UNDER THERIORW MASSACHHUUSETTS ENDANGERE1, 2006 " IIATS OF RARED SPECIES ACTECIES G ----- ' W INV. 5 O(� w_, .:.�5%S r REGULATIONS (321 CMR10) W W 56.44 O + S SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER H�20 S ` .....- S -t'�"'- 63.10 / RECHARGE PROTECTION AREA INV T-�.46------�" CIRCL .�g - -SST HILL' sa. -- �-- 020 P13EA INV i •S �Q��fCjION NOTES: _ _OPEN _. I. All GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE -- 13 64.17 '�� •t7 (r SPACE m'� SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6 x0 x 85.0 N 83.054 �T ,�� oh 6/25/07, SHALL. HEREBY APPLY TO THIS SITE PLAN. ago Mason s " 5 CURB �� J0 2. ALL GRADING, DRAINAGE, AND UTILITY' NOTES ON SHEET C-5 FROM x I� 83.0 /1V 4INGARD (t 2�5EC F. o � �� x x w `'��' y do �` THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, _ ��cr i ? DATED 6125107, SWILL HEREBY APPLY TO THIS SITE PLAN. `_ SORAGE) __ D.0 T 64.00 O' SE BACK LINE +� 3. SEWER BUILDING CONNECTIONS: BOTTOM �3.0 RD 88,' 65.0 `� - MIN. COVER SHALL BE 3 FT. ! 66.10 66.0 (� RDI 0 RD 34.0' 14.0' 84.5 ® SET 'LEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES MIN.. �` REQUIRED BY BARNSTABLE DPW. s�..45 GARAGE I`} 8 - MINIMUM SEWER SERVICE CONNECTION SLOPE SWILL. BE 2AX. --- _ SLAB I t _ HOUSE . 65.26 N PR 89 0, 0 1 1 1 6.33,65. 1 84.25 . 22. 65.0 . RD---64.3 84x5 ` r 76 . i �� RDRD 64.8 LOT 80 °E�K ' Cotuit Meadows Subdivision 66.15 HP 6 , fC w ' Cotuit•Bar�nstabie, Massachusetts 66.25 84J 84.80 ��� 4.75 `�� +o r�, E , ! PREPARED FOR - =l COTUIT EQUITABLE HOUSING LLC 66.0 E- - 85.0 x 1 , 1 ! -- x a5.010 + �'✓ P 0• Box 95 PROVIDE (1) ' DIA. 6' DEEP c LOT 81 ACHING BA 1 STONE ' X Z �� 10 421 S F _ __ . - ,� Ce►nterWlle, MA 02632 ROUNDIN (OR TERNATE • + EQUIVALENT VOLU 289 0.24E ACRES '+ " �' THE CF) CONNECT ALL R y 6 + rn 64'S DOWNSPOUTS TO C G N ' ._----""" _ i Site Plan �-BASIN-- ------NE- Lot 81 ow ISO Pheasant Hill Circle simpCK 65. X62.5 � �' 90.31' ` �^ - s I S 83�„3 w i 65. 0 82 BAXTER NYE ENGINEERING & SURVEYING S �' Re stered Professional _ 1 1 Engineers and Land Surveyors F y tK 0 MASS OPEN SPACE ---;'`- 78 North Street, 3rd Floor,Hyannis,MA 02601 i --=�" __ ... cis EW 20' SETBACK 64.75 +, Phone-(508)771-7502 Fax-(508)771-7622 $°� W. co LIN 64.5 _-- 65.2 i Q ECDDY IVIL " No. 431830 64.75 `, 20 0 20 40 'Qo �Fc1STEF`�` G nit SCALE IN FEET NA 0. SCALE: Is = 20' DA : 09-01-16 REV. DATE: REMARKS L0Tm81 mwm MAW O. 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dW 2005-214