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HomeMy WebLinkAbout0016 DOVETAIL LANE 4 Town of Barnstable Building Department - 200 Main Street ""LE. * MA 02601 MAC. �, Hyannis, �$ i63� , (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 201206872 CO Number: 20130031 Parcel ID: 002002110 CO Issue Date: 04111113 Location: 16 DOVETAIL LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Z/�//1l3 LIM— Bm ding apartment Signature Date Signed TOWN OF BARNSTABLE �• tHE Tp�� B d`� �.,!'*�. i n g 201206872 BARNSTABIX Issue Date: 11/09/12 Permit 9 MASS. $p 1639• Applicant: BAYSIDE BUILDING,INC Permit Number: B 20122763 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 05/09/13- Location o d6"DOVETAILLANE> Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel . 002002110.. Permit Fee$ 816.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 160,000 IFRemarks APPROVED PLANS MUST BE RETAINED ON JOB AND I TO CONSTRUCT A 3 BEDROOM,2 BATH CAPE STYLE HOME W� N 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 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY',OR SIDEWALK OR ANY PART:THEREOF,EITHER^TEMPORARILY OR,PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE'APPROVE6BY THE JURISDICTION; STREETOR ALLEY:.GRADES ASWELU,AS.DEPTH ANULOCATION OF PUBLIC-SEWERS MAY BE OBTAINED FROM THE:DEPARTMENT OF PUBLIC WORKS:THE ISSUANCE OF THIS PERMIT DOES NOT'RELEASELTHE APPLICANT FROM THE CONDITIONS OF ANY'APPLICABLE.SUBDIVISION'.: RESTRICTIONS { MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. ' 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 'Q 1e-v• q�> Z11z 13 Srl)t- L3 Fa�d a Y�lIIl3 C� 3 V"'--r TEO v 1 Heating Inspection A provals Engineering Dept Fire e t 2 Board of Health ��v��L3 Duct Leakage `hest Form . Custorner Lafornintion: Test Conditions: Name: Bayside Building Date: 10/8/2012 Address: 1645 Falmouth road Bayberry square Time: City Centerville MaIndoor Temperature(F): StatelZip: 02632 qOutdoor Temperature(F)t- Phone (508)-771-1040 Floor Area M: 1400 Email:. System Airflow(cfm): 1400 Cooling Size(tons): 3 Building Address:fif different 5rom above? Heating Size(btu): 80,000: Primary Location of Street: 16 Dove tail lane Supply Ductwork: Basement City/state: Cotuit Ma.02653 Primary Location of Re=DuctNork. Basement.' Comments System located in Basement on two zones S i first floor#2 second floor.Second floor fed by risers in interior and exterior walls All connections joints and seams sealed with 3-m mastic tape and or catllk.•All duct work in conditioned spaces insulated with x-6 foil faced Insulation.All duct in unconditioned spaces insulated with r-8 foil faced insulation.System tested after rough stage of install. Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) TestPressurr: (Pa) - Baseae Duct pressure(optional): (Pa) Duct Flour Tong Fan Press Flow Duct ;`low Itin; Fan Press Flow Press. a Installed a) cfm) Tress. a Installed a) coil 25 3 Fan Model/al: Results: Outside Leakage(cfm.): Fan ModeySN:. Outside Leakage as% Results: System Airflow: Outside Leakage as Total Leakage(cfm): 67 Floor Area: Total Le- age as System Airflow: Total Leakage as Floor Area,- 4.8 Eric whit efey W.VERNON eric@wvwhlleleycom ' • INC. •� 28 Village Landing j PLUMBING•HEATING PC.Box 1266 w AIR CONDITIONING Chatham,MA 02669 SINCE 1952 T508.945.1100 F508.945.5S49 www.wvwhitetey com TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Ftrcel pplication # Health Division Date Issued Z— Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan.Approved by Planning Board Historic- OKH 11` _ Preservation / Hyannis Project Street Address _ (�? OVC. �..Vl Village l_ Owner _n e = Address 6 Telephone Permit Request ort tom.. ' l Square feet: 1 st floor: existing proposed Val 2nd floor: existing proposed Total'new Zoning District _Flood Plain Groundwater Overlay _ Project Valuation A0 6 060 Construction Type Lot Size� � Grandfathered: ❑Yes �No If Yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) _ Age of Existing Structure 6�wHistoric House: ❑Yes XNo On Old King's Highway: ❑Yes XNo Basement Type: kFull ❑ Crawl XWalkout ❑ Other 0 Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) !�''1 Number of Baths: Full: existing_ new �� Half: existing (` new Number of Bedrooms: existing-S new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air:XYes ❑ No .Fireplaces: Existing New Existing vim, /coal s o e: Yes Jo P a Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Bar existin ❑ nev size_ Attached garage: ❑ existing Rknew size _Shed: ❑ existing ❑ new size _ Oth69 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 0_1 Commercial ❑Yes Ao If yes, site plan review # Current Use _ Proposed Use 4 APPLICANT INFORMATION t^ (BUILDER OR HOMEOWNER) Name l�� Telephone Number � A Address f License # �U Home Improvement Contractor# Worker's Compensation # ALL CONSTR CTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Y 0 t f y FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED a r MA PARCEL NO.._ 4 r K ADDRESS VILLAGE c - OWNER 4 � � i DATE OF INSPECTION: th ;. FOUNDATION.- FRAME r __=INSULATION. L�IS�l3 - FIREPLACE t ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL . GAS:lam t �t.-.- ROUGH :-v FINAL rELNALBIJILDING't: ti f t " DATE CLOSED OUT ` ASSOCIATION_PLAN NO: •-} Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 021/{1T1 C 5VT !Y�Y I�V.m.as .g 0v1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Eiectriciaus/Piumbers APPlicant Information Please Print Legil�Iy Name (Business/Organization/Individual): F&Vd� � f / r Address: , City/State/Zip:69t1 i V/F 02 . , phone#: Are you an employer?Check the-appropriate bo)•:- Type of project(required): 1.❑ I am a employer with 4. ff I am a general contractor and I 6. [ New construction . employees(full and/or part-time),* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet 8• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein 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.El am a homeowner doing all work right of exemption per MGL ME] Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t emp.1 es.-[No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 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. TcontraetOrs that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#:_ ovi 4 o etZZ Expiration Date: Job Site Address:� 4 n City/State/Zip: (0-Ap Attach a copy of the workers' compensation policy declaration gage(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 imprisomnent; as well as civil penalties in the form of a STOP WORK ORDER and a flue of up to$250.00 a day.against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations.of the DIA for insurance coverage verification. I do hereby cet�i rider th sins and penalties of peijuty Mat the information provided above is true and correct_ Si ature: Date: Phone# Official use only. Do not write in this area,to be completed by cite or town ofjFcial. City or To',Am: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3. City/Town.Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.dither Contact Person: Phone#: tio � Town of Barnstable o ,. y� -A e� ulator Services � gY pa '$ Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstab le.ma.us Office: 508-862-403 8 Fax: 50.5=790-6230 Properly Own( r Must Complete and Sign This Section If Using ABuilder L kO-Y�' - , ds Owner of the subject property hereby authorized _ to act on my behalf, in all matters relative to.work authorized by this building permit application for; I/ LA . �&Itu (Address of JAY 7 Sig tur of r Date Print Name Q:F011A S:0'WNERPERMIS S 10N Bayside Building Subcontractors 2012 . mow, �.. , Contractors Highlighted in Yellow are Most Used General Liabili_ _- _Workers Com Sub,Contractor,,,,,. _GL Start GL End, WC.Start WC End Villani Construction Inc 04/12/12 04/12/13 01/08/12 01/08/13 Christopher Costa,Inc. 08/27/12 08/27/13 02/06/12 02/06/13 Walpole Woodworkers 10/15/12 10/15/13 10/15/12 10/15/13 Botello Lumber,Co.,Inc. 12/31/12 12/31/13 12/01/12 12/01/13 Davids Building&Remodel Interior Trim Carpen. 01/01/12 01/01/13 06/14/12 06/14/13 MacDonald Concrete Finishing Cellar/garage floors 01/09/12 01/19/13 01/09/12 01/09/13 O'Fihelly, Brian 02/22/12 02/22/13 02/23/12 02/23/13 American Floors Oak floor finishing 03/04/12 03/04/13 DBA-N/A Morse's Masonry Mason Contractor 03/10/12 03/10/13 10/11/12 09/29/13. Meagher Construction(Roofer) Framer 03/13/12 03/13/13 06/23/12 06/23/13 Pro Fence Co.,Inc. Fence 03/26/12 03/26/13 03/26/12 03/26/13 Cape Cod Insulation 04/O1/12 04/01/13 06/30/12 06/30/13 Spagnuola, Anthony dba Spags 04/02/12 04/02/13 08/11/12 08/11/13 Jeffrey Lauder Bobcat 12/09/12 04/05/13 DBA-N/A Reliance Air Systems Inc 04/19/12 04/19/13 04/19/12 04/19/13 Foam Insulation Technology, 04/21/12 04/21/13 11/04/02 11/04/13 Falmouth Engineering 04/22/12 04/22/13 04/22/12 04/22/13 Co 's Brook,Inc Landscape 04/24/12 04/24/13 10/01/12 10/01/13 Hill Construction Framer 04/29/12 04/29/13 08/14/12 08/14/13 Carpet Barn Inc 05/0.1/12 05/01/13 01/01/12. . 01/01/13 L&M Glass Co,Inc Mirrors,shower doors 05/61/12 05/01/13 05/01/12 05/01/13 Kitchen Concepts of Taunton 05/03/12 05/03/13 06/11/12 06/11/13 Baltic Security 05/07/12 05/11/13 Exempt from State Creswell Construction Steve Creswell) 05/19/12 05/19/13 04/19/12 04/19/13 Toby Leary Fine W000dworking Trim Carpentry 05/22/12 05/22/13 01/01/12 01/01/13 Pastore Excavation Inc. Excavation 06/05/12 06/15/13 10/12/12 10/12/13 VMA Electric Pool Installer 06/18/12 06/18/13 06/18/12 06/18/13 Jackson Welding 06/19/12 06/19/13 04/28/12 04/28/13 Govoni Land Services Land clearing 06/22/12 06/22/13 06/22/12 06/22/13 A.F.M.Plumbing 06/24/12 06/24/13 06/24/12 06/24/13 Cape Cod Marble&Granite 07/01/12 07/01/13 08/16/12 08/16/13 ML Riley Construction Framer 07/08/12 07/08/13 07/08/12 07/08/13 Cavanaro Consulting Inc 07/11/12 07/11/13 09/06/12 09/06/13 Reed,Mel Sheetrock 07/21/12 07/21/13. 07/21/12 07/21/13 Triple Crown Cabinets&Millwork Framer 07/27/12 07/27/13 12/12/12 12/12/13 Arne Excavating&Paving L 07/30/12 07/30/13 05/09/12 05/09/13 Fast Glass Service 08/08/12 08/08/13 04/07/12 04/07/13 Chaves,Robert Electrician 08/13/12 08/13/13 12/17/12 12/17/13 Aluminum Products of Cape Storms,screens,gutters 08/15/12 08/15/13 08/15/12 08/15/13 F:\aaNICK\AA—Subcontractors Insurance Master 2012 1 Bayside Building Subcontractors 2012 Contractors Highlighted in Yellow are Most Used General Liability _ :'Workers Coin _-Comments-_ Sub Contractor,.- r, wu . GL,Start GL End WC;Start WC End � W . m All Cape Environmental 08/16/12 08/16/13 06/01/12 06/01/13 Berube,Craig 08/25/12 08/25/13 Campbell,William Painter 08/26/12 08/26/13 07/13/12 07/13/13 Blueboard Specialists Plastering 08/27/12 08/27/13 03/03/12 03/03/13 A Concrete.Answer,Inc. .08/28/12 08/28/13 08/27/12 08/27/13 C&C Commercial Interiors 09/05/12 09/05/13 .09/65/12 09/15/13 Scannell Well Drilling 09/12/12 09/12/13 09/20/12 09/20/13 Baxter Nye Engineering&Surveying 08/17/12 09/29/13 08/20/12 08/20/13 Cape Concrete Forms 09/29/12 09/29/13 08/08/12 09/15/13 MAP Insulation Insulation 10/01/12 10/01/13 10/O1/12 10/01/13 Northern Sealcoating Driveway Construction 10/01/12 10/01/13 04/O1/12 07/14/13 W.Vernon Whiteley Plumbing Heating. Plumbing&heating 10/01/12 10/01/13 10/01/12 10/01/13 All Cape Garage Door.- Garage doors 10/07/12 10/07/13 06/01/12 06/01/13 DP Fucillo Inc 10/20/12 10/20/13 10/23/12 10/23/13 SMJ Carpentry-Steve Johnson Framer 10/26/12 10/26/13 10/26/12 10/26/13 Joyce Landscaping Landscape Contractor 11/15/12 11/15/13 11/15/12 11/15/13 Paramount Rug 11/21/12 11/21/13 06/01/12 06/01/13 Architectural Masonry Services Bob Oliver 11/22/12 11/22/13 12/30/12 12/30/13 Central Vacuum House Central Vacuum Systems 12/01/12 12/01/13 01/01/12 01/01/13 KRC Marble&Granite Tile Installation 12/21/12 12/21/13 02/09/12 02/09/13 BSC Companies 01/01/12 01/01/13 01/01/12 01/01/13 Arede,Antonio Cornerstone Masonry 01/19/12 01/19/13 New England Home Technologies 01/22/12 01/22/13 01/22/12 01/22/13 Cape Cod Retractable Shutters 01/24/12 01/24/13 Outback Engineering,Inc. 01/29/1.2 01/29/13 01/29/12 01/29/13 Wood Floor Specialists 02/03/12 02/03/13 02/03/12 02/03/13 Cape Cod Copper 02/07/12 02/07/13 04/04/12 04/04/13 Bortolotti Construction Fill,loam provider 03/07/12 03/07/13 03/07/12 03/07/13 Meagher Bros.Construction(Decks/Michael) Framer 03/24/12 03/24/13 11/09/12. 11/09/13 Pete's Masonry Mason Contractor 04/22/12 04/22/13 04/22/12 04/22/13 DWB Custom Interior Trim 05/11/12 05/11/13 04/03/12 04/03/13 Kitchen Appliance Mart Appliances 08/12/12 08/12/13 Out On A Limb Landscaping 08/14/12 08/14/13 02/28/12 02/28/13 Cape Cod Cabinets 01/01/12 01/01/13 Cornerstone dba Tony Arede 02/01/12 02/01/13 Creswell,Paul 06/03/12 08/29/13 LeClerc Welding Wilcox,Bruce Framer 05/25/12 10/28/13 F:\aaNICK\AA-Subcontractors Insurance Master 2012 2 I I REScheck Software Version 4.4.1 Compliance Certificate Project Title: THE PHEASANT MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING, INC. BARNSTABLE,MA Compliance:Passes using ILIA trade-off Compliance:6.0%Better Than Code Maximum UA:252 Your UA:237 The%Better or Worse Than Code index reflects how close to compliance the house is based on Gods trade-off rules. It DOES NOT provide an estimate of energy use or relative to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 682 38.0 0.0 20 Ceiling 2:Cathedral Ceiling(no attic) 272 30.0 0.0 9 Total Walls:Wood Frame,24"D.C. 1867 21.0 0.0 88 :. Window 1:Wood Frame:Double Pane with Low-E 208 0.310 64 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 954 30.0 0.0 31 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 20091ECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE PHEASANT MODEL Report date:09/16/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 1 of 4 I REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Total Walls:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1: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: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. El Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. Project Title:THE PHEASANT MODEL Report date: 09/16/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 2 of 4 (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayadl/blown insulation extends behind piping and wiring. (f) Corners I,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced'on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 76.3 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or.equal to 114.5 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 57.2 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 38.2 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Cj Heated swimming pools have an on/off heater switch. Cj Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title:THE PHEASANT MODEL Report date: 09/16/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 3 of 4 Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum in value of R-12. )Exceptions. Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: o Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:THE PHEASANT MODEL Report date:09/16/11. Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating LI-Factor SHGC Window 0.31 0.31 Door 0.28 0.31 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: AWC Guide to Wood Construction in High Wind Areas: 110"Wit Wind Zone Massachusetts Checklist for Compliance �780 CNIR 5301.2.1.1)' THE PHEASANT MODEL COTUIT MEADOWS Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust)....................................................................................................................110 mph WindExposure Category.................................................................................................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 2 stories <_2 stories Roof Pitch ...........................................................................(Fig 2) ..................................................12 s 12:12 MeanRoof Height......................................................................(Fig 2)....................................................16 ft s 33' BuildingWidth,W................................................................(Fig 3)................................................... 24 ft 5 80' Building Length, L............................................:..................(Fig 3)....................................................48 ft 5 80' Building Aspect Ratio(L/W)................................................(Fig 4)....................................................2 5 3:1 Nominal Height of Tallest Opening2..........................................:(Fig 4)..................................................6'-8"s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ [� 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR;5404.1 Concrete................. .......:..................................:..................................:........................... .... ConcreteMasonry.....................................................::.............................................. ......................:........ N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)................................................... 28 in. [� Bolt Spacing from end/joint of plate .............................(Fig 5)..........................................12 in. <_6"—12" BoltEmbedment—concrete.................. ...................(Fig5).... ........:........................:.....7 1 in. z7° [� Bolt Embedment—masonry.........................................(Fig 5)............................................ in. z 15" N/A Plate Washer...............................................................:(Fig 5)...............................................a 3"x 3"x 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55)......................... ......... Maximum Floor Opening Dimension....................................(Fig 6)......................................................9 ft 5 12' [� 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 FloorBracing at Endwalls....................................................(Fig 9).................................................................... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)..........................3/4 in. [� Floor Sheathing Fastening...................................................(Table 2)............8 d nails at 6 in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)...............................8 ft 5 10' Non-Loadbearing walls....................:............................(Fig 10 and Table 5).............................18 ft 5 20' Wall Stud Spacing ..........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Wall Story Offsets .........................................................(Figs 7&8)............................................_ft s d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so cMR 5301.2.I.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.........................................................(Table 5).........................................2x6 8 ft 0 in. 0 Non-Loadbearing walls.................................................(Table 5).......................................2x6-18 ft 0 in. 0 Gable End Wall Bracing' FullHeight Endwall Studs.............................................(Fig 10).................................................................. 0 WSPAttic Floor Length................................................(Fig 11).............................................. ft zW/3 N/A Gypsum Ceiling Length(if WSP not used)..*................(Fig 11)..............................................26 ft Z 0.9W and 2 x 4 Continuous Lateral Brace @ 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 0 Double Top Plate Splice Length ...........:.............................................(Fig 13 and Table 6)................ ......8 ft 0 ............... .. Splice Connection(no. of 16d common nails)..............(Table 6)......................::....................................6 0 Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)...............................................................3 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)...........................................6 ft 0 in:s 11' SillPlate Spans ........................................:................(Table 9)...........................................3 ft 0 in. <_11' Full Height Studs (no. of studs)..........................,.........(Table 9)............................................................3 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. s 12' 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 Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'.8"s 6'8" Sheathing Type..............................::..............(note 4)....................................................:.....WSP Edge Nail Spacing..........................................(Table 10 or note 4 if less).............................3 in. Field Nail Spacing.................:.......:................(Table 10)....................................................12 in. Shear Connection(no. of 16d common nails)(Table 10)............................................................4 Percent Full-Height Sheathing.................:.:...(Table 10)...............:.........:.............................71% RI 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............:........ RI Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................................................6'-8"<_6'8" 0 SheathingType..............................................(note 4)..........................................................WSP 0 Edge Nail Spacing..........................................(Table 11 or note 4 if less)...............:.............3 in. 0 Field Nail Spacing.......................:..:...............(Table 11)...............................................::...12 in. 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 Ratedfor Wind Speed?........................................................................................................................ AWC Guide to Wood Construction in High Wind Areas: 1,10 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.I.1)1 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .......................................:...........(Figure 19)...............2/3 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)...............................................U=236 plf Lateral..............................................(Table 12)...............................................L=176 plf Shear...............................................(Table 12).................................................S=77 plf 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) ..:::....... Roof Sheathing Thickness.....:................................ .......................................:............5./8 in. z 7/16"WSP Roof Sheathing Fastening............................................(Table 2).......................:....................................8d 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. 11. 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 .r AWC Guide to Wood Construction in High Wind Areas: 1I 0 n h Wind Zone g zp Massachusetts Checklist for Compliance (7so cwm 530I.Z.i.l)1 WHEN THIS EDGE RESTS ON PHAAAING USE Sd NAILS AT -------;,1i 11 11 11 I[ 11 1 !I 11 1 1.1 it 11 11 1 11 11 11 11 I t 11 11 11 � 1 - 11 11 11 1,3L[ 11 11 li V [ 11 K 11 Ir, 1 O 1'1 1"1 F IL 11 rl Q 1 w 1.1 11 ii So 1 e u W i a u 1 II .Q 1[ it 1 1 W la 1 1 ii [[11 ii - _ GOUBLE£DGF — -----NAILSPACWG ,1 PANLL Y S See Detail on Next Page Vertical and Horizontal Mailing far Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7go Cwm 5301.2.1.1)L a 1 r 1 i 1 Ir I� u m FFAMINGMEMBERs it I 1 BaERMEDIATE I z �. 7 1 $"GAIN. STAGGERRED}. TT 3�GAN NAlL PATTERN PANEL PA1s1EL EDGE �� DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment A 002- Commonwealth of Massachusetts ._b S' V U .:Sheet Metal Permit Date: *PRESS PERMITPermit# ©, ;00" Estimated Job.Cost $ BAN 3.2013. Permit Fee: $ R5; Plans Submitted: YES NO Plans Reviewed: YES NO Business License# d TOWN OF BARNSTABLE n Applicant License Business Information: : Property Owner/Job Location Information: Name., - Vim DVI 11�ej Name: Vn II c�, pa I Street: �o V Street: J��� V 1 � kj Ci /Town: h 1:+ '1Q�'VI City/Town: Telephone: � 9(� � ' l 0c) Telephone:; n I Photo I.D.required/Copy of Photo I.D. attached ' µYES NO J-1 /M-1-unrestricted license J-2 /M-2-restricted to dwellings 3-stories or less and'cominercial up to '10,000 sq.ft./2-stories or less Residential: 1-2 family Multi-famil Condo/.Townhouses Other Commerci aL- Office Retail . ;Industrial Educational Institutional Other Square Footage: under 10,000 sq ft- over 10,000 sq. ft. Number of Stories: -Sheet metal work to be'completed: New Work: �/ Renovation: I y , . HVAC b Metal Watershed Roofing kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work toy be done , On r � �a Y.¢ t: 1 INSURANCE COVERAGE: 1 have'aa current liabili Insurance policy or its-equivalent which meets,the requirements of M.G.L. Ch.112 Yes No❑ If you have checked Yes,indicate the type o'f coverage by checking the appropriate box below: , A liability insurance policy Other type of indemnity ElBond ❑ i:e OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box[],I hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and accurate to the best of my.knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO 4 Proi�ress Inspections Date Comments Final Inspection - Date - - - - - - - - - - conunents J _ Type of License:_ By ❑ Master Title El Master-Restricted A A ' City/Town ❑Journeyperson Signature of Licensee Permit# ❑ m / r - Joueyperson-Restricted License Number. Fee$ ❑ y Check at' 1.mass.gou/dp11 ` 1 W Inspector Signature of Permit Approval " , TKE ra Town of Barnstable Regulatory Services ;¢ i 'T, z �� Thomas,F. Geiler,Director_' Baildilig Division Tom Perry,'Puilding Commissioner. r 200 Main Strcct, Hyannis;MA 02601 . �-wpv.Eown_barnstable.ma.us ' Office: 508-862-�5038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Us in ; Builder ` I' ; as Owner of tIe subject.property to act oa my behaj� in a1=ttert relatsve to u�ork`aulorized by`i is b ,;ding permit application for. Law. (Address of Job) 5iz�natzre of Owner Date Print Name If Pro e p rty Owner is applying for permit please Complete,the Homeowners.Li eiise'Exemp ion Form on the reverse side. Q:FDRMS:O VJNERPER)�f ISS IDI�. n ` LOf�rlOOlV;1=ALTH OF IJ;ASSLCH>3:SETT.S 1 SHEET METAL WORKERS AS A BUSINESS ISSUES THE A30VE UCENISE TO: ' i i ERIC T ti)HITELEY I✓1 VEP?11014 VIHITELEY PLBG AND 'HT' 28 VI'L•LAGE LA14DI-NG f IU 1'O B 0 X 1266 e v CHAT3iAM M-rA 0266'9-`OD�JD�+�. 1 i ----------- — ---- :COflf00NWEALTH OF MASSACHUSETTS . SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES 1 HE:30VE LICENS-EE TO: EPIC T wHITELEY ,.PO BOX 248 :.WEST CHATHAM Mn 02669-0246 2967 02/28/14 119423 - .. -;Fig❑?l' .le --__tom!"!',.1., � .� .. ,:r=i�-1 i. r e r.. Foie,+nen.De��n�!oroF.11?a3N 77 TT I OW CNIUSE . . 15 5orL, _ G c 7 ER1CT I�. .r{i I r) -1��� )��'D7dG19Ip,�`u�1'•:)r iL4 J � ? y.r/ r1�'-. .vi . I - " The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington,Street Boston,MA 02111 www mass gov/dig .Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly NaIllE(Business/Organization/Individual): e Q �1�, ^�c u d p Address: O E ax 1 a to l• \ City/State/Zip: We s C+a A a 1 A r,-, Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.� I am a employer with 4 9 4. ❑ I am a general contractor and I - .employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7.. ❑Remodeling ship and have no employees These sub-contractors have g• Demolition working for me,in an capacity. employees and have workers' [] Y9. Building addition [No workers' comp.insurance comp.msurance.t required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself ' right of exemption per MGL. Y h`lo workers comp. � 12.❑ Roof repairs insurance required.] ' C. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp_insurance required.] *Any applicant that checks box#1 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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: W C.C. Z 11 a o o 3 O ) 1_ Expiration Date: Job Site Address: \l A I-,o us City/State/Zip: 1M a Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of.MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of wSTOP 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 Investip ations of the DIA for insuran coverage verification" I do hereby certify under p a e o perjury that the information provided above is true and correct: Si ature- Date: IS � 9 L1 — iloo Phone#: • Official use only. Do not write in this area,to be mpleted byciry. or town official.. , City or Town: ermit/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#: Client#:48736 VERNWHI ACORD., CERTIFICATE OF LIABILITY INSURANCE ) DATE,MM/DD/YYYY) 10101/2012 i THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies,may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Karen A.Walther, CISR NAME: Rogers& Gray Ins. PHONE 508 760 4630 ac(AI Nc; 877-81612156 434 Route 134 E-MAIL Nc'Exl South Dennis, MA 0266071601 ADDRESS: kwalther@rogersgray.com SOH 398-7980 - • • INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Arbella Mutual Insurance Compan 17000 INSURED INSURER B:Wausau Underwriters Ins.Compan W.Vernon Whiteley Plumbing &Heating INSURER C Arbella Protection Co 17000 Company, Inc. &Chatham Sheetmetal, Inc P. O. BOX 1266 INSURER D INSURER E: West Chatham, MA 02669-1266 - INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE TOLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY'PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY,HAVE BEEN REDUCED BY PAID CLAIMS. INSR ,ADDLISUBR!` POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR I WVD! POLICY NUMBER- MM/DD/YYYY MM/D D/YY, LIMITS q GENERAL LIABILITY I I8500052832 10101120121010112013,EACH OCCURRENCE S1,000,000 X S 300,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occurrence CLAIMS-MADE I R OCCUR MED EXP(Any one person) s 15,000 i PERSONAL&ADV INJURY - S 1,000,000 GENERAL AGGREGATE Is2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X (PRODUCTS-COMPIOPAGG s2,000,000 POLICY I ^I PE 0 LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT- 1020006346 10/01/2012 10/01/2013(Ea accident) 51,000,000 ANY AUTO I BODILY INJURY(Per person) I S ALL OWNED SCHEDULED - AUTOS X AUTOS I I BODILY INJURY(Per accident) S IxHIREDAUTOS )( AUTOS NON-OWNEDPROPERTY DAMAGE s i - I (Per accident) S A X UMBRELLA LIAB OCCUR 4600052833 10/0112012 10/01/2013 EACH OCCURRENCE s4 000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s4,000,000 DED I X RETENTIONSO I - S B WORKERS.COMPENSATION AND EMPLOYERS'LIABILITY WCCZ11260053011 10101/2012 10/01/2013'X We STAMT ORH - ANY PROPRIETOR/PARTNER/EXECUTIVEY/N I E.L.EACH ACCIDENT SSOO,000 OFFICER/MEMBER EXCLUDED? 17N N/A (Mandatory in NH) - E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) . Plumbing, Heating, HVAC service& installation. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ZOO Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE .. ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S88017IM87928 TLH Board of Building Regulatons and SUmilards Cunstructiun Supra isur Ucrose:CS-005645 BRIAN T DACE -L4 PO.BOX 95 0 CENTERVI]�—' 02632 r r Yw a� Comt3sissloner 04/19/2014 Unrestricted=Buildings of any uselgroup,which cont4fn 1`ess Than 35:000 cubic feet'(991.m3)of enclyosed�space. Failureto possess a current Wit,om ofI ON ssach`urs`d# State evildi'ng Code is cause for`e-v.-, n of this"license: For QPS Lieen.si`ngAnforrhat on visit:. WW-w M,ass Gou/DPS 4i TempParoelEdit Page 1 of 1 N ',, Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel, Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 110 i Street Number: 16 Unit: Dev Lot :]LOT 110 W J _....................; ' Road Name: DOVETAIL LANE 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: U�pdae � DIete � � d�nother;.� , httD://issal2/Intranet/Pro,odata/TemDPareelEdit.asi)x?ID=Add ` 1/16/2008 SMOKE DET C70R �W E E a9 V 0 BARNS TABLE BUILDING DEPT." 'E - w _ FIRE DEPARTMENT ,.DATE ' BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 5 longToo FRONT ELEVATION O - _ - SCALE: 114" . V-0. 3 Q Ck --4 F c� - 1- cL o w J I SHEET REAR ELEVATION SCALES 114" 1111 - DA N BYi KW Z S Lo Now cl LEFT ELEVATION RIGHT ELEVATION ' SCALE:-1/4'.• I'-O' SCALE: 1/4' - I'-O° 12 a4. 2tl0.•IG'O.C. ' '' F.G.IN L 'HURRICANE CLIP' - " R9O F.G.IN91/LJ - F45TENERS AT ALL - PLYWOOD SHEATHING/ 2x09 P IG O.L1. - RAPTER/TOP PLATE - ASPHALT SHINGLES JUNCTIONS �1C2'GYP' ARD - RIGID WINO WASH BARRIER RMWIRED - HALL B�TH T ExTER10R EDGE OF EXTERIOR WALL OP TE- 12 ' 12 aLOCXING 4'-0'O.G -, :K FW 20d9 Y 16-O.C. 'L00'S P 16-O.C. TYP E V BAT9N FFRO�tITGABLE WALL - .Q Q- - -FA A/L4 SECOND MEMBER •- I 1 Ix9 STRAPPING �' O W CONTINUOUS VENTING DRIP EDGE OR__� _ " l,b FRIEZE 50.W/BED MOULDING - OR V2'GYP.BOAR 0 - �'TERIDR wen FOYER KITCHEN 2x6 mr.sYJM P 24•O.C.; - Q � O G'RI9 F.G.IN9ULJ - V2'PLYWOOD SHEATHING/ . W.C.SHINGLESTTVEX WRAP/ 9/4'09B 9UBFLOOR W O Q 6'RI9 FIBERGLASS IN9U O w ... . - 2x10'9 P IG•O.C. 2x10'9 PT NOS!16'O.C. 2-2 10 GIRDER� - _ FauNDAr1o!WAu 4-2 —�1-2Io GIRT 4 4 P.T.POST57� - J . P.T.BILL ANCHORED 2B-O.C. GALV.METAL POST ANCHOR -W W .. B'xT-9'CONCRETE OR BASEMENT I2"90N0 TUBE' PIER TYP. _ DAMP PROOF BEIOIV GRADE V2'LALLT O 10'xli'CONTINUOUS FOOTING - . txu6 s I I J - NOTE. 3 U2"CONCRETE SLAB —I 6/B"ANCHOR BOLTS 6 MIL VAPOR BARRIER EMBEDDED 7' l2'-0" 12'-0' .. SPACED 2B"O.C. - 12' FROM CORNERS , . WASHERS S'x3"xl/4' �, - _ SWEET //\ 6' 2'-O I6 - A r•� z SECTION "A11 pB: TO SCALE: 1/4" I'-O° DRAWN BY. KW a • _ �, `. _ r .DECK � _ � V � _ �.. s m g ►►_//�� _ vI I o C Y li'O.0 -244DH2660- /��rny'I VINYL - CARPET - 92kiD' Q O PHLL COWN I - O _ q YI E �srAlRs J _ CO S 'A 0 244DH2649 - GARAGE 24 -O - 32k6T 4°CGNLRETE SLAB ry I& - - o v (3)9 V4':LVL ABOVE FWEH o A. TOWARD DWRS ., CARPET w 2E .LIVING _ CARPET. 244OH2 N N W F; Cl 7I 9'O.H.DGTM I4'-4ne ._B ,� Ibr_0. _ W 2A 3 - - 3EE DETAIL ENEET A6 N ~. Z NARROW WALL BRACING - - - _ W O J $ _ NOTE CONTRACTOR TO REFER. - * TO WFCM X B AND IU # g 22 - yy CHECKLIST FOR ADDITIONAL = . HIGH WIND TECHNIQUES I- RELATED TO THIS.PLAN .. 2-0' q_0'. 2-b' 4-O' b-0° 7-0° -7-0' 6-0° 4-0° . 14'-0" EAR WALL COMPLIANCE, 48'-0- 38X OF EACH WALL RUN. . VERTICAL SHEATHING WITH Bd NAILS 3''EDGE/12" FIELD -4 SHEET - - FIRST FLOOR PLAN (4)16d NAILS PER FT BOTTOM PLATE L- 11%OF EACH WALL.RUN SCALE: I/4" I'-O" VERTICAL SHEATHING WITH Bd NAILS 3' EDGEA2' FIELD (4)1&d NAILS PER FT BOTTOM PLATE JOB:. 12n ' - DRAWN BT: KW - DATE: 10/30/12 r' IB'-4° 10-B' .Q W26 IBAT q � VINYL & LIN 2 I II-ry _I q fi � III�I'I1IY /VW( 2 Y' 2fi 2fi 2fi M O 25W-2 TMP . L4'�T' - BEDROOM- - BEDROOM - CARPET cx PET - • KNEE WALL KNEE WALL - _ LLI Q . .. .. _ la . _ Z ao ZLU _ � d 14.0 _ _ -34'_0. l .IL w # O .. SWEET SECOND FLOOR PLAN /� SCALE: I/4' I'-O' f—'f� ,4 DRAWN BY: KW DATE: 10/30/12 - 5'-1' 9'-3• - 12i-Ou . - ' ^ W _ - - - - - , 2 WO GIRDER-- Q I. 4x4 P.T.POST I ' . - -I GAL%.I'IETAL POST ANCHOR I .f lo'.'SONO TUBE'.PIER Tl'P DOOR W/ wM O ---- J i--- --- - --------- - ---------- YYWIII L" I r-- -- —y---, r ——— ----- — ——— ------ —.—� I ` 1 ek nc•CONCRETE WALL I I a � I Kk10'CONTINU FOOTING TTP. I I I - BA5EMF-NT - I - I I _ • c CONCRETE SLAB VAPOR BARRIER 6-B" - I GARAGE PITOIRD 0 R NOTE �KT o 5/8"ANCHOR BOLTS I EW MABSEDHRDEOR-DPSE—WD°TO.0. Ii II Ke•x]'-9•cu0D B- no GIRDER IRDER SPACED B In•DIA.STEEL COM 12" FROMC W.BoW. RETE PAD WxVA/4' m P!�TiII IIII '- • o_-' .. - OAlo 'xl0' ONG TTP. --——————————I — —— ————————--—————— Z CL 40 0' SWEET a Q - ` �. .. - _ JOB. 1217 .. - DRAWN BY, KW f .. DATE. 10/30/12 z MEN _ - JOINT'DESCRIPTION _ - ROOF FRAMING E%ENO HDR TO CORNER ., am Odao ro auiei _ � 2x6 TOP PLATE nvctun ro urt f�—o ■_* � � WALL FRAMING - W - (S)FULL HOT.STUDS -�` Tor ruTw Ar fo[ar anea D ncimis fru;e eiuwa) Q JACK STUD u[A �wn[c) j(r,.cc Ruwo) YYMII NAIL TOP PIL TE `•� - FLOOR FRAMING TO STM OF HDR Te oa c Rve R4tca)W/2 ROWS OF IAd NAILS .5 'O C F - i Tv s u (Toe Ruled) as euct STRUCTURAL PANEL- HEADER CONTINUOUS HEADER , wan ro eun(roe euue®)��) T z . - NAILED Bd COMMON _ M�eaio�nr ro Yier�(�wceo) O 9'O.C.EDGE AND FIELD O MULTIPLE OPENINGS Owo.nSr m e¢L (roe wa[o)' O ROOF SHEATHING - m DOOR TRIMMER STUDS - rtean oa T eo _ id ea a.rim le 2-5/B'ANCHOR BOLTS - - CEILING SHEATHING - ' u✓9'x3'PLATE WASHERS II � . - . .. I - - , .clTean Rulrolao - - . M Cm[ae - T[m[M•ntto WALL SHEATHING . - .� nrlmn xacev N m d vc .m rI - - ��cr�eM rwun nomoaw avv rump. - (n FLOOR SHEATHING LLI _ J O ` _ .. ....- •. wa»nr.uCTuw4 ruaeu a '. 3 v . nam L R d O W y 1 N ON W B CIN E DOO Z — I H SCALE,H.T.B. _ r - - Q (L O - - - W #... O . - - SHEET JOB. 1217 - - - DRAWN BY, KW - - - DATE. 10/30/12 y , Foundation Certification in ' Barnstable, MA Prepared. For : Lot 110 N #16 Dovetail Lane Assessor's Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601,. Phone (508) 77177502 Fax (508)-771-7622 Owner: Cotuit Equitable Housing, LLC Job Number. 2005-214 Scale 1 = 20' 12-17-12 co ` Z 1p F. H Sio °' / .93. / LOT 110 9,303t S.F. °` . �J 0.21E ACRES SFTeq� vt / >70 S 18 F40 2kc 2sg 92R6, TOcb /nO�OG�O \ 8 3 '89, 7 O 3 6+ r \F � 9S ,/ 23, O �r o2y ti 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 A\t OF Nj PREIMETER MONUMENTS SHOWN,PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A ���P gssgc SPECIAL FLOOD.HAZARD LAREA. SHANE M. THIS PLAN IS BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. BRENNER No.45917 •- ��� l Z �� y �`s„RFGlSTER�� .BMSTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE i OA2005\2005-214\CIVIL\DESIGN\2005-214P BLOTS.dwg, 12/17/2012 2:83.00 PM, 1:1, MTM GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 000 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE o WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Q ' HABITATS OF RARE WILDUFE' FOR USE WITH THE MA WETLANDS 68 ,,� 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 S ss, 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES ' *�• UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, ' lOT 110 \ 99� 'E• REGULATIONS (321 CMR 10) 9.& S.F. SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER ' �Or /0.21:k ACRES \ RECHARGE PROTECTION AREA 64.5 65.0X CONSTRUCTION NOTES: 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE _-66_0 SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, BATED \\ , " --- 1\1 -- - __ 6125107, SHAD. HEREBY APPLY TO THIS SITE PLAN. SX SMH U42\ X 5.5 , �. ' Q� _ - 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM Q �5 OUT F VEGETATED 12 DEEP O & O 0� ^0- THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, Q S c RAIN GARDEN (125 1B ry`V P 00. 66.0 66.0 65.5 _,___ C.F. STORAGE) • 65.7 or�0 x BATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. \ ` \ "MP-64.0 - �5 a s ? R pF 3. SEWER BUILDING CONNECTIONS: BOTTOMS ' "o• iORcb ss, �- - MIN. COVER SHALL BE 3 FT. c Oc 65.0 x '`�'y�o0 .5 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES \ 8 `s 63.0 e0 AS REQUIRED BY BARNSTABLE DPW. - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1%. \ c `1 s So� 1& 65.7 S INV.-57.60 66.0r �• �3 ry OJKry ti CO R CLEAN `^eQ 65.50 64.50 ouT CURB '` - Q 6 x VEGETATED 12" DEEP Cotuit Meadows Subdivision � / 63. RAIN GARDEN (125 X Cotuit-Barnstable Massachusetts S F oc STOP �� 63.0 � STORAGE) � c J QQ \ BOTTOM-63.0 PREPARED FOR INV.-4 4, \?3?j• PROVIDE (1) 6' DIA. x 6' DEEP COTUIT EQUITABLE HOUSING LLC \ F ss• x 64.50 LEACHING BASIN W/ 1 STONE S C Off. SURROUNDING URRO ND N (0%4E 7 NA CF) P. 0■ Box 95 EQUIVA\ \ CONNECT ALL/ROOF DOWNSPOUTS Centerville, MA OM2 TO LEACHING BASIN TRLE Site Plan Lot 110 ~ 16 Dovetail Lane c �� xQ BAXTER NYE ENGINEERING & SURVEYING \ Registered Professional Engineers and band Surveyors N / 78 North Street,3rd Floor,Hyannis,MA 02601 ���.-cH OF r�'�s� ss? s oc Phone-(508)771-7502 Fax -(508)771-7622 ��� MA THEW. yGm 20 0 20 40 R tc/431¢� STE 6<� SCALE IN FEET �' ss�ONAL E�'G �, �Gv SCALE. 1' = 20' DATE. 11-01-12 O REV. DATE. REMARKS O ° �` o LOT410 A SMH � � c 6 INV OUT ORAWW NLNM 4.75 / 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214