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Home My WebLink About0301 PHEASANT HILL CIRCLE ,j i w oFI"Eq>o Town 'of Barnstable �' Building Department - 200 Main Street 9 STABLE, ' Hyannis, MA 02601 F1639. (a 862-4038 1 C Certificate of Occupancy Application Number: 201.005834 CO Number: 20110020 Parcel 1D 002002052 CO Issue Date: 02110111 Location: 301 PHEASANT HILL'CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 2- A Building Department Signature Date Signed �1HElrin, TOWN OF BARNSTABLE • Bu- ii' in Application Ref: 201005834* sARIvsTASI.E, Issue Date: 11/02/10 Permit 9 MASS. �prFO39. �A� Applicant: - Permit Number: B 20102377 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/02/11 Location 301 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002052 Permit Fee$ 816.00 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 160,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A NEW 3 BEDROOM 2 BATH SALTBOX WITH AN THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTATCHED I CAR GARAGE-AFFORDABLE 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: R-cx , THIS PERMIT CONVEYS NO,RIGHT'To OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY.PART THEREOF;EITHER.TEMPORARILY OR PERMANENTLY.; . ENCROACHEMENTS ON PUBLICPROPERTY,NOT SPECIFICALLY PERMITTED UNDER'THEBUILDING CODE,MUST BE'APPROVED BY THEJURISDICTION: STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF,PUBLIC SEWERS MAY BE,OBTAINED'FROM THE DEPARTMENT OF PUBLIC,WORKS THE ISSUANCE OFiTHIS PERMIT DOESNOT'RELEASE THE APPLICANT FROM.THE CONDITIONS'OF�ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETE" r PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READ. TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS A.R.F :RED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INS HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND V _AD IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS N . 'ED ABOVE. PERSONS CONTRACTING WITH UNREGISTI 'ED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 90"=, BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS . �I I 1� !� LC o lotcdlc I 1 (>� / �' Z B a I'vS f 2-s- �1 A/ 2,( / / /l d �7 3 1✓1 10 G( 17 Heating Inspection Approvals Engineering Dept i Fire Dept 2 Board of Health �� SS V� ,..;� _ `4 *l 9 r .✓ .�. .. v P f .� �.{, .. .. v .. ..� .'. :. .' ��1 . ''.� � �I �� : r !�. J/ - �� ((J)'j �f/ ¢ij ��'� �P� ? •_ ... � � ... .,NJ� .... _ . _ �, r :3 � _ . . . � �. �. :3. � � :` ' 1. .. .. ` '' �. .` F �• `4 F �V. 1 I OFTHE Tp�� Town of Barnstable. - - - BA Regulatory Services --- 9 Mn- t639• Building Division k p�FO MA'S a, - 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ,p Location 01c� �3 n( OtiP 6 s�.. �Permit Number i w Owner Builder 5 F One notice to remain on job site, one notice on file in Building Department. The following items need correcting: /3£i1/Np 0 C- 0 u-7-6 to E ZG-H-13 C-r_ Z, ,t5 7- Z-- V 5 OF Cc f L, cs- -J v15'�� G1 VPU- �� /iv �c Fzoog, P P,) S C-e L >q 7 Please call: 508-862-403-8 for re-inspection. Inspected by f o?`/,, Date r / ` 7 A TempParcelEdit Page I of 1 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: 002 002 052 Street Number: 301 Unit: Dev Lot LOT 52 Road Name: PHEASANT HILL CIRCLES T/R. 17 Sec. Road: , _..., T/R Villlage: 07 CotUlt Part of M/P: IMAP 002 PCL 002 Plan Ref: PLBK 617/69-75 (APP 7-62) Date Added: Updated: Update �Delete�� Add Anathe�r��; j http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map DGoZ Parcel ® Sj_ Application # cv Health Division Date Issued >� Conservation Division Application Fee v0 Planning Dept. c�- �° Permit Fee t� Date Definitive Plan Approved by Planning Board Historic - OKH �"� _ Preservation/ Hyannis u A6 4- ;� _ Project Street Address 3 F _Ja 6 ,C'�fJ Village QQ Owner � �� Address 4 �� ✓2 Telephone ??I m` o Permit Re uest Square feet: 1 st floor: existing proposed 2nd floor: existing proposed RiS Total new /�ll Zoning District � Flood Plain' � Groundwater Overlay /0 Project Valuationl/6d-6M Construction Type Lot Size d ,71 Grandfathered: ❑Yes UVI o If es, attach supporting / y documentation. Dwelling Type: Single Family S Two Family ❑ Multi-Family (# units) Age of Existing Structure ILIX14/ Historic House: ❑Yes 34o On Old King's Highway: ❑Yes W10, Basement Type: ®'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) wft Number of Baths: Full: existing new _� Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count 7 Heat Type and Fuel: U"GaS ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Ul No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑'No Detached garage: ❑existing O new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ � tx zv Attached garage: ❑ existing Ynew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes [R No If yes, site plan review# Current Use am�`;V Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) c Name r �' Telephone Number ?� l D �� Z , C. Address `5 License # r co coo Home Improvement Contract # . a Worker's Compensation # 3 IOJrU ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TQ � SIGNATURE�ia /�� DATE GU Z 6//6 FOR OFFICIAL USE ONLY APPLICATION# "DATE ISSUED :MAP/PARCEL NO. ADDRESS VILLAGE OWNER r: DATE OF INSPECTION: FOUNDATION ` FRAME -51("rA Oo l( a INSULATION FIREPLACE ELECTRICAL: ROUGH FINALw, PLUMBING: ROUGH FINAL Y GAS: ROUGH FINAL FINAL BUILDING )-kiP L DATE CLOSED OUT ASSOCIATION PLAN NO. iF f t Town of Barnstable Regulatory Services � sARxssnEl,r. s AIAM Thomas F.Geller,Director Tom Perry, Building Commissioner 200 Main Stxeet, Hyannis,MA 02601 Office: 508-862 4038 Fax: 508 790-6230 Property Owner Must Complete and Sign ` 1. d8 Section If Using .A Builder ( (Jl7 9UT� OUG✓1 .: l-' .Cr..,as..O�mex..of tIae.subject pxopexy hexeby authorize_ ( --b to°act On my.beb.alf,. .in all inat-ters teladve to work autho.rize.d-by this builcling.pe=ft.application for: 9 (Address of:job) Signature of Owned Date i r `1a. achusert - Department of Public Sa.teo Board.of Building Re iulation:s and Standard 10J a G s#ruction a 2,rvisor License License CS 5645 Restricted to 00Ta BRIAN T DACEY PO BOX CENTERVIL�LE MA 02632 s- !Ot ` Expirat . 4/19/2612 io Commissioner Try: 21209 Restricted to:. 00 00- Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the i Massachusetts State:Building Code 3 is cause for revocation of this license. I Refer to: WWW.Mass.Gov/DPS The Commonwealth of Massachusetts Department of Industrial Accidents x 0 ce of Investigations ...0 V ... y d fi 600 Washington Street Boston,MA 021I1.' www.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Pl umbers Applicant Information Please PrWt Legibly Name(Busmess/Organization/Tndividual): 4AZ.26 Adtil.ess: . City/Stat Phone# 77f Pl6 r Are you an employer? Cbeckthe appropriate bo Type of pxoject(required):, 4. am a general coptractor and I 1 ❑ I am a employer with: .. 6: ❑New construction employees (Rill and/or part-time).* I. have hired the sub-contractors I❑ I am a_''sole:pioprietor or partner- listed on the'attached sheet. 7. ❑Remodeling ship andhave no employees.... ... These sub-contractors have g• ❑Demolition working for me in an ca aci employees and have workers' Y p ty. 9. ❑Building addition [No workers comp,insurance comp.insurance. ' required.] 5. ❑ We are a corporation and its 10,❑Electrical repairs or additions; .I am a homeowner doing all-work.. officers have exercised their ,. 11.[]Plumbing repairs or additions myself.No workers'comp. rift of exemption per MGL 12.[]Roof repairs c: 152, 1(4), and we have no insurance.requvred.]t § . 11R Other employees. [No' workers' . comp. insurance required.] *My 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 anew affidavit indicating such., tContmetors 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 ail employer that isproviding workers'compensation insurance for my employees.: Below is.thepolicy and job site' information. i Insurance Company Name: • ,�� Policy#or Self ins.Lid,#: < Expiration:Date:' Job Site Address: city/State/Zip: Attach a copy of the workers' compensation policy declaration page`(shdw ng the policy number and expiration date). Failure,to secure coverage as required-under Section 25A ofMGL c. 152 can lead to.the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$256.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Invemgations of the bIA for insuranoe coverage verification,' 16 hereby certify u der the paiiis and penalties of perjury that the information provided above is true an'd correct. Date: . 0 k�/�� Si ature: -- Phone#' 16 t b Official use only. ,Do not write in this area,to be completed by:ctty or town official City or.Town: ' Permit/License Issuing Authority(circle one): . 1.Board of Health 2,Building Department 1 City/Town Clerk 4-,Electrical Inspector 15,Plumbing Inspector 6. Other. Contaet Person: Phone#: . Bayside Building Inc. Certificates of Insurance 2010 Sub Contractor General Liability Workers Comp All Cape Garage Door 06101104 10/07/11 06101104 06101111 Aluminum Products of Cape 08115104 08115111 08115104 08115111 Anthony Averinos 07120104 04106111 07125104 07125111 Besse Landscape&Nursery 04130107 04130111 05118107 07117111 Baxter Nye Engineering&Surveying 08111105 08117111 08120104 08120111 Bortolotti Construction 03107104 03107111 03107104 03107111 Cape Cod Copper 02107108 02107111 04104108 04104111 Cape Cod Marble&Granite 07101105 07101111 08116105 08116111 Cape Concrete Forms 06105107 08112111 12107107 06108111 Carpet Barn Inc 01101106 05101111 01101105 01/01/11 Casella Waste Management 04130108 04130111 05101108 05101111 Central Vacuum House 12101105 12101110 01101107 01/01/11 Chaves,Robert 08113104 08113111 12117104 12117110 Christopher Costa,Inc. O1122108 08105111 02106107 02106111 Cornerstone dba Tony Arede 03110106 10122111 03117106 02101111 Dartmouth Pools&Spas 01101108 01/01/11 01101105 01/01/11 Davids Building&Remodel 01/01/07 01/01/11 06114104 06114111 D.P.Fuccillo Construction Inc. 10120106 10120111 10120108 10123111 Fast Glass Service 08108109 08108111 04107109 04107111 Govoni Land Services 05131104 06122111 07104104 06122111 Hill Construction 04129107 04129111 08114104 08114111 Joyce Landscaping 11115104 11115110 11115105 11115110 Kitchen Appliance Mart and 08112104 08112111 01101105 01/01/11 Electronics L&M Glass Co,Inc 05101104 05101111 05101104 05101111 MacDonald Concrete Finishing 01109104 01109111 04107104 01109111 MAP Insulation 10/01/07 10/01/11 10101107 10/01/11 Meagher Bros. Construction(DECKS) 04125109 03124111 11109108 11109110 Meagher Construction(ROOFER) 06119104 03113111 06123104 06123111 Morse's Masonry 03110107 03110111 10111108 10/11/11 New England Concrete Solutions 04101110 04101111 03123110 03123111 New England Home Technologies 01122110 01122111 01122110 01122111 Northern Sealcoating 10101107 10/01/11 04101107 04101111 Northside Design Associates 01115107 01115111 11130106 11130110 Pastore Excavation Inc. 06105108 06105111 10112108 10112111 Pro Fence Co.,Inc. 03126107 03126111 03126107 03126111 Reed,Mel 07121104 07121111 07121104 07121111 Sprinkle Home Improvement 07101108 07101111 01101109 01/01/11 Steven Johnson-SMJ Carpentry 04125104 04125111 04125104 04130111 Anthony Spagnuola dba Spags 04102107 04102111 08111107 08111111 Viola Associates Inc. 04129108 04129111 04129108 04129111 Walpole Woodworkers 10115106 10115111 10115106 10115111 Whiteley, W. Vernon 10101104 10/01/11 10103104 10103111 Wood Floor Specialists 02103108 1 02103111 1 02103108 1 02103111 Page 1 of 1 e REScheck Software Version 4.3.1 Compliance Certificate Project Title: DOVETAIL MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING INC BARNSTABLE,MA Compliance: Compliance:8.3%Better Than Code Maximum UA:216 Your UA:198 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • UA Assemblyor or D•• Perimeter • TOTAL CEILINGS:Flat Ceiling or Scissor Truss 816 38.0 0.0 24 TOTAL WALLS:Wood Frame,24"D.C. 1763 21.0 0.0 87 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 134 0.310 42 Door 1:Solid 42 0.15J 6 Door 2:Glass 42 0.280 12 TOTAL FLOORS:All-Wood Joist/Truss:Over Unconditioned Space. 816 30.0 0.0 27 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: DOVETAIL MODEL Report date: 10/26/10 Data filename: C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 1 of 4 R REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.150 Comments: ❑ Door 2:Glass,U-factor:0.280 Comments: Floors: ❑ TOTAL FLOORS: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. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. Project Title: DOVETAIL MODEL Report date: 10/26/10 Data filename: C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 2 of 4 (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Ll Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Lj Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values 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: ❑ 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 65.3 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 97.9 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 49.0 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 32.6 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: ❑ Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Project Title: DOVETAIL MODEL Report date: 10/26/10 Data filename:C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 3 of 4 Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Lj Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: 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 failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). 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: DOVETAIL MODEL Report date: 10/26/10 Data filename:C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 4 of 4 �L 2009 IECC Energy Efficiency Certificate .Onsulation . Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.15 0.28 Heating &Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 THE DOVETAIL MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category................................................................................................................................ B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) .:... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ...................................................9 5 12:12 Q MeanRoof Height .....................................................................(Fig 2) ..................................................23 ft 5 33' Q Building Width,W ..............................................................(Fig 3)................................................. 24 ft 5 80' Q Building Length, L ..............................................................(Fig 3)..................................................48 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)...................................................2 5 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4) ...................................:.............6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q 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 endrjoint of plate ............................(Fig 5)........................................12 in.<_6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_ 15" N/A PlateWasher...............................................................(Fig 5)..............................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)..........................................-9'-0"_ft<_12' , Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7) ................................................... ft 5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_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).........................7'-8"ft <_ 10' Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft <_d N/A ` AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-7 ft 8 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 2:W/3 N/A Gypsum Ceiling Length(if WSP not used)............:.....(Fig 11)..............................................26 ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...................:...........(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.<_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.5 11' Q Full Height Studs (no.of studs)............................:......(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)...........................................8 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in.5 12" N/A Full Height Studs(no. of studs) ...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).................................71%for two floors Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................7'-8"<_6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)...................:.........3 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................24% Q 5%Additional Sheathing for Wall with Opening>68"(Design Concepts)..................... Q Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q ' AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNM 5301..2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2).............................................................8d Q THE DOVETAIL MODEL COTUIT MEADOWS MEETS THIS CHECKLIST THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7go CNM 5301.2.1.1)1 -WHEN THE EDGE FVWM ON FRAMING LIWBd NAILS ATs'ojr- 11 11 u 1-I i 11 11 1 1 II 11 I 11 11 11 11 11 11 11 II 5 1 7 11 t{ V 1 11 Il - 1 ,C 11 II 1 1 'K 11 IF, 1 F I{ m l e 73 +1 1 1 1 z IlU n i l � Q II � 17 11 ;1 11 1 I r 1 W 4�' 11 I r 1 11 $ 11 z 11 I{ 1 d 11 11 1 a Ij I d I I i t W 1 1i 11 H II II 11 7 rr I7 11 1 IJ t 11 11 11 rl �11 11 Ill 7} ML 06U - a-yfE{.� NAIL$PAI`M J PAt fEL �rtli{Jli{J 7 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 5301.2.1.1)1 w ' a� I 1 �1 ei m 1 d f0a tl I1+ FRAMING MEMBERS EDGE WERMEDIAT£ i 4,[ j I Lr�r 1 1 it MIN. ; 1 - a----A� STAGGERED 3"MN NAIL PATTERN PANEL PAWL EDGE t! DOUBLE NAIL EDGE SPAMG DErAL Detail Vertical and Horizontal Nailing for Panel Attachment � a SMdICE i:t�',`�0011k,`REVIEWED u � -__ ---- — BARNSTA8L BUILDINGDEPT. XATE -- -- --- O - ON 1 _ -- —- -- FIRE DEPARTMENT DATE w Lo t BOTH SIGNATURES ARE REQUIRED FOR PERMR7ING n Iml -- _ CARBON MONOXIDE ALARMS El MUST BE INSTALLED PER i z MASS4CI#RSETTSBUIL A CME J w IL u o ®�®® p� cr ® 14 a Fml ° ®®®® ' — P0� ®®®® — w FRONT ELEVATION m W SCALE: 1/4' V-O" - Z o� O m o. • h — 5: w tD O N Q � > ,r1 Q O I . SI4EET REAR ELEVATION , j SCALE: 1/4" - V-O" JOB: 1030 - DRAWN BY, KW DATES IOM6/IO N .. N V N O to 12 Q 9� t—A 12 . J n y �o 0 r � Ld U L O 4 O OF ® o w FRONT ELEVATION m w SCALE: 1/4° e V-O° ., Z • m O i, 12 T® i 12 TPI 51.E Qrz 3 N -Q w Q F O j Ow Z) w Av V a F- O REAR ELEVATION SCALE: 1/4° SHEET JOSS• IWO DRAWN 8Y: KW DATE. 10/26/IO N . m _ N 4e,_O• O 14'-V 6'-10° W D? J 1` } 00 W 0 2 Ear. ® Z t- >C o Q a W n W s g V 8 iFIR 8' ¢ O _ ® ` h o I m �s O 244DH2449 W {() ^� KITG-IEN OININr 25°.5r S 24 i I VINTL CARPET _ STAIRS t i L ' 244DN2436 2 H in ZB z (14'-0°X ZZ'-0-) 2 _ i� 0 IE _(a)9 V VE 4'LVL ABO FLUSH (� - G C-ARAE �- ,\ -y 2a 244DH2449 - - CARPET16'-0° 2S°X 67° 12'-0°b Q 2' 4° LIVING CARPET x W TA'O.H.DOOR 2� 4 lU O ° an u maw E w LO • �N �ry r �� #U q'-O" 2'-0 4'-8° 5'-B° 6'-8° 6'-8° 14'_00 B 6 SO FT FIRST FLOOR PLAN SHEET SCALE: 1/4' e V-O" - AB ' JOB. 1030 DRAWN BY- KW DATE. 10/26/10 N N O In Q In IiJ IA J h J n ao it o W In A W < U Ls 0 cn W astrum++.>rre_ Nx-.xt<x "ampm:txr�md -: :.-.�sv - -abet^..anya:^.. ¢ma• - ' _— — — -- -- Y-- Z 1 -2° 4'-2° ) 5'-2° 2' 4 _ B-62. 1® O - earu 2E E o m 2¢ 16'- r m ' - - 14'-4° o BED #1 - AK 281 - 22 -- w� > . ' O�0 - Ew -Ja w F ' >w:3 a - .. 4'-8u 3'-0e-- 6'-eu 6'-'. 5-eu 4-e° V 34'-0' 1 SECOND FLOOR PLANE SCALE, 1/4' a 1'-O° JOB: 1030 -- DROWN BY: KW DA'(E 10/26/10 ,O ' . --J✓e -�,_ , 2-2dO GIRDER ' - 4.4 P.T.POST (Sq _ q..p• -� �_ -- GALV.METAL POST ANCRM M IC'� U TU02•PIER W/ ''k rt '`w �� LL • 26•"BIG FOOT'FOOTING 1 i M^.g `• o I r iv I I I I 5 :s tl Au il...h I I _-I tls•of I ':I � , '��.'� �0 Ens g= y -- — --- --� :L---1 L ----- — h - I --------- — :-:.�,r ----- ------ ----------------- .. ..,:M. - -:a' - kSi ._. :-. r I • i I ',I I � 00�` , ��. jak w•CONCRETE g I 6k1O•CONTINUOUS FOOTNG Trn I - I FULL BASEMENT - a r ILTC Y,r k aiF` �-0 I„I a s OF3 I I GARAGE ' ' CONC�Ra SLAB jPtC1 TOWA DOOR / -,rc.m _ I I PKT L—_J L_= --- - —J L',—_'1 PKT I ------a s wo GIRDER NOTE= I 1 S V2'DIA.STEEL COLUMN I _" 2 S/8" ANCHOR BOLTS r_ _y 3 6'®6'A2•CONCRETE PAD I # I t y l EMBEDDED T° >I I SPACED 28'O.C. . I I 12" FROM CORNER WALL S r_ _ __y u I'•` x -•a •I I I WASHERS 3'x3"xI DROP to I L-__ I a DOOR— OOR I ( u ® I m J L e4 r Nye I w R'N I --- -------- w+I t6klo• nwUoua -9 roottNG� t�A% I Q I �I tu _ ————— ———————————— ------------ —————— -4 w QN F- lu Q _ >a- 3 14'-0' - 34'-0' s FOUNDATION PLAN' J SCALE, 1/4' 1'-0. SWEET 1 JOB. 1030 - - DRAWN BY. KW DATE. t0/2G/10 N > _ V O N O L Q Lr) OD t, LLI - _ RRiD WV YYP.R" W h. G ASPWALT SHINGLES _ U _ Oe QT S/9'PLYWOOD SHEATHING/ Y. t2 0G• p/6� RSB F.G.INSUL 9qy O SIMP5CN I42.5 7� • R38 F.G.INSUL. GC • - FASTUNCTIONSENERS AT ALL \"1' 2x6'S®16 O.G. :.. IL O. RAFTER/TOP PLATE M' • J TYP. f TYp ¢wvEs r .81 GYAPPING D 1.8 FASCIA/h4 SECOND MEMBER CONTINUOUS VENTING DRIP EDGE �y . IXS FRIEZE BO.W/SM MOULDING W y n RIGID WIND WA5H BARRIER REaUIRED N AT EXTERIOR EDGE OF EXTERIOR - - TOPPLATE 0-m O BLOCKING 4'-0'O,G o .. IN FIRST Two JO1ST _ Lo . BAYS FROM GABLE WALL 2x1d3 A 16'D.C. 2x1d9 P 16'0.4 _ - ` M w ix3 STRAPPING r, T . m 1/2'GYP.BOARD i -11 iO rrP.EXTERIOR weLL KITCHEN i FOYER 2x6 EXT.STUDS a 24'O.C- m 2 G'R21 F.G.INSUL- 1/2-PLYWOOD S14FATWfW-1 . TYVEK WRAP/W.C.SHINGLES m �" FINISH FLOOR�7 9'-0° W-0' 3/4'OSB SUBFLODR� 'RM9 FEiERGLABS INSUL 2-2x10 GIRDER PT 2xIdS B 16'OZ. 0witso2fid9 i Ib'O.C. 2Xid9 Y 16'O.G 4.4 P.T.POST 8-21I0 GIRT`- 4-2 TYP.GOIINDnT1DN wets GALV.METAL POST ANGWOR P.T.SILL ANCHORED 26.O.C. I2''saao Tva_ PIER rw. - BASEMENT \�,,-O S'�'BIL CONCRETEDAMP PROOF BELOW GRADE 1/2'LALLY COLUMINS 10'xv CONTINUOUS FOOTINGLu U 6 M L VAS SAERRI�ER S/s.Nar W12'-0' EMBEDDED ANCHOR BOLTS 5 ACEDE25"O.C. .. _. . ..._ _..... .. .. ..._ - 12' FROM CORNERS O o w WASHERS 3NVA/4" - W Q Z O to N Q�O SECTION 11^I( �u SCALE: 1/4° I'-O" . J SHEET ' 2 JOB, 030 DRAWN BY, KW DATE, 10/26/10 -Y Foundation Certification in Barnstable, Cotul , M�.�_..'. a: ,y 02635 - Location: Lot 52 301 Pheasant � Hill. . CircleII Subdivision of Barnstable Assessors Map: 002 Parcel: 02 - `' Flood Zone C ® FIRM .Communit Panel Number, No 025551 0021 D III Il. Baxter Nye Engineering & , Surveying Y ,. OWNER: Cotuit Equitable Housing, LLC @`Deed Book 21804 Page 41 9 Professional Re istered OPEN SPACE: Cotuit Meadows..Homeowner'.s Association, Inc. ;Deed Engineers. and Ladd Surveyors „• . Book 23161 Page 59 78 North Street, °3rd. Floor ` Barnstable.Zoning Board of Appeals No `2005=082 : Deed Book 21059 Hann 1s;: MA 02601 Page 158 Y . Minor Modificdtion 'No:: 1 ® Deed Book '22249 Page '282 "' Phone (508) 771-7502 Fax - (508)-771-7622 • job Number.. . 2005-214 Sc le' : 1" 20' 11-11-2010 . . . .. 1 O1. .. n. .. r\',,: 6,�': l a a 40 � .. : ./ I . - �" . I.,� ,. . �. �.,�1:, . I ,. � �I , � %- -. ,* - ; . - � . I ". t. 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'. - •'.. & t C . . „ .. .. .. a w Y " "+ +. • - '+Y. _ -.. "\ .. .. . - - ' . . r .. .0 .. (/. . f r .. , py .. c ,:. . . . . - .. L, ... `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*► �, PREIM.ETER MONUMENTS,:SHOWN PER}EXHIBIT .1-(DB';21804 Pg 45) ,AND `IS NOT•L"OCATED ;WITHIN A - . SPECIAL FLOOD. HAZARD :AREA , . , _ : - - , . . .:THIS PLAN..IS NOT''T0, 8 ECORDED �OR. IS I:T TO'BE..USED 'TO .ESTABLISH PROPERTY::LINES u :2 14 - , . _ 1EF�� . t I 1 I i_c� .. c6 II I. LC REGISTERED PROFESSIONAL AND SUR YOR N BAXTER NYE ENGINEERING & SURVEYING '. DATE - I. �: 1:-t o . . . . . . . . . _ _ GENERAL NOTES.- 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 Z SETBACKS: FRONT - 20' , SIDE/ W - 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDMSION CONSTRUCTION PLANS 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN AC.EC. (AREA OF CRITICAL. ENVIRONMENTAL Comm).OD Q SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Z WILDLIFE PER NHESP AIM OCTOBER 1, 2006 'ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10)." SITE DOES NOT CONTAIN A CERITFIED VM4L POOL PER NHESP MAP OCTOBER 1, 2008 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PLOT NHESP MAP OCTOBER 1, 2008 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, ('V REGULATIONS (321 CMR10) H � SITE IS WITHIN A STATE APPROVED ZONE I GROUND WATER 4 RECHARGE PROTECTION AREA o \\` CONSTRUC71ON NOTES, 6 V a LOT 53 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE N y �,\ '' SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 3 �a 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. p; _ _ 2. ALL GRADING, DRAINAGE; AND UTILITY NOTES ON SHEET C-5 FROM W N '� O.5 fl3 f, w THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, •2 P / o, DATED 6 25 07, SHALL HEREBY APPLY TO THIS SITE PLAN. ORj sfp '7 / 3. SEWER BUILDING CONNECTIONS: - MIN. COVER SHALL BE 3 FT. / - SET CLEANOUIS AND MAINTAIN CLEARANCE FROM OTHER / f A " _ _ PROVIDE 1 s' aA..x-6'� UTILITIES AS REQUIRED BY BARNSTABLE DPW. STOP S ?0 84 m _ — O MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1% � = � DEEP LEACHING BASIN 1'W/t STONE SURROUNDING OR • ALTERNATE EQUIVALENT S I V. ly VOLUME) CONNECT ALL ROOF •4�.31 / " DOWNSPOUTS TO LEACHING s s 0 LOT 52 BASIN / 3 T � � s INN. . 2f S.F. Cotuit Meadows Subdivision •44.32 � 02020E ACRE 3 �' 49.0 X 4D o Cotult-Barnstable, Massachusetts / b PREPARED FOR A 50.0 - 1 y '�b COTUIT EQUITABLE HOUSING, LLC x �� c P. o. BOX ss 50.0 DEEP 12" �ie11tomille; NIA OM2 3O DEEP RAIN GARDEN LOT S1 N / SM �13 (125 C.F. ST A ��fs 1S , i TILE / CJ IN / TOP-49.0/ W / I� 2.41 BOTTOM,48. \ Site Plan VEGETATED 12" Lot 52 • 301 Pheasant Hill Circle / — —— D/ 'STGARDEN j 1 1125 C.F. GE) TOP•4p'0/ BAXTER NYE ENGINEERING & SURVEYING BOTTOM&4Z0 Registered Professional Engineers and Land Surveyors 78 North Street;31d Floor,Hyannis,MA 02601 � �j"OF/ygssq Phone-(508)771-7502 Fax-(508)771-7622 MATT w E DI CA g 20 0 20 40STE is a � SCALE IN FEET 01VAi SCALE: 1" = 20' DATE: 10-26-10 REV. DATE: REMARKS Lot 52 DR Wm MAW 0: 2005 2005-214 CIVIL DESIGN 2005-214POLOTS.dw 2005-214