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HomeMy WebLinkAbout0287 PHEASANT HILL CIRCLE jl pv� Nit Town of Barnstable THE Regulatory Services Tp� o Richard V.Scali,Director Building Division BARNSTABM I M'S Tom Perry,Building Commissioner 1639. �0 10rEo �a 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:��90-6230 Approved: . . Fee: y9 Permit#: HOME OCCUPATION REGISTRATION Date: /�. .. Names 5-� , }�rl V �l�(e0 _ Phone#: `5os ,59� �- l o Address �� h eca Sai1 - 4(`' Cn( C-I-e Village: Name of Business: P"q L -�In c— (e6�J- n a a � Type of Business �J (101-l' �11- �vor) S��� Map/Lot 06,E 00g b5 or +D Gee 0 r" ,INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be luded. • jperson shall be employed in the Customary Home Occupation who is not a permanent resident of the w i g unit. I,the under i ,have read and agree with the above restrictions for my home occupation I am regi tering. Applic lum Date: J Homeoc.doc Rev.103113 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall),.and get the Business Certificate that is required by law. DATE: �Q._o ill please: Ar,?-AAvf " #.- APPLICANT'S YOUR NAME/S: �� L9— ' BUSINESS YOM HOME,ADDRESS: ` `� TELEPHONE #� Home Telephone Number 1 NAME OF;CORPORATION. - NAME OF NEW,.BUSINESS € TYPE OF BUSINESS `'� _ { - L f IS THIS S A"HOME,-OCCUPI YE ADDRESS-OF BUSINESS-ff. _NUMBFRl�o� D�,DS [Assessin 9) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form.is intended to assist you in obtaining the information you may need.. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO I SIO ER'S OFF E MUST COMPLY WITH HOME OCCUPATION This individ I h e in€e� d of ny er t requirem nts that pertain to this type of business. RULES AND REGULATIONS: FAILURE TO Au horiz Si nat COMPLY MAY RESULT IN.FINES. O M NTS ( n- Te 2. BOARD OF HEALTH 0 r This individual has been informed of he permit requirements that pertain to this a of-business. Th t P q P type - Authorized Signature**Y COMMENTS: 3. CONSUMER AFFAIRS LICENSING AUTHORITY) ) This individual has been informed of the licensingrequirements that ertain to this a of business. q P type Authorized Signature* COMMENTS: Town of Barnstable Building Department - 200 Main Street BARNSTABLE. * Hyannis, MA 02601 9� b a, ' (50$) 862-4038 FD MA'i . Certificate of R Application Number: .201005182 CO Number: 20110001 Parcel ID: 002002054 CO Issue Date:. 01110111 Location: 287 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: Gen Contractor: BAYSIDE BUILDING; INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: t P Building Department Signature Date Signed .. s tMEh�._ TOWN OF BARNSTABLE BUt�a�ng " �► Application Ref: 201005182* aaxxSTABLE, Issue Date: 10/07/10 - Permit 9 MASS. �ArFG 3�a`� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20102122, Proposed Use: DEVELOPABLE LAND Expiration Date: 04/06/11 Location 287 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME 1 {Map Parcel 002002 54 Permit Fee$ 688.50 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 135,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOt AND l CONSTRUCT A 3 BEDROOM 2 BATH COLONIAL WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL 1 CAR GARAGE-AFFORDABLE INSPECTION HAS BEEN MADE. WHERE A + L 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 02635 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO?RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY•PART THEREOF;EITHERTEMP.ORARILY ORPERIvIANENTLY ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER",THE BUILDING.CODE,MUST BE APPROVED"BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS-MAY BE OBTAFNED"FROM THE;DEPARTMENT"OF PUBLIC.WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT'RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. r MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1. FOUNDATION OR FOOTINGS. ti 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). a 311 ar s .. .. v MY BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I/C "I 1 0 4. :?1-. 1 ko AJ �d►�S k 1 D3 �o12M. G v 3 lc �/ Jc 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health a7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ai Q der Application #AO 5N Health Division Date Issued 4 b Conservation Division nZ4 z, Application Fee ► a Planning Dept. ►1!� q,��' Permit Fee 0 Date Definitive Plan Approved by Planning Board U n' Historic- OKH _ Preservation/ Hyannis Project Street Address c,4 0 � Village co 7 q i r COTaI-r 1_:�, rJer /-lQU 1�v6 . Owner LAC Address PVK C g2U l u--Z N Telephone 77!" d``� © o Permit Request TO �'f!y �,��CZ &�b&60 r Z 13 at_() /t CA/2 a4PE46E Square feet: 1 st floor: existing proposed ?o417 2nd floor: existing proposed 7;,Y Total nev�13 Zoning District Flood Plain Groundwater Overlay, � rn Project Valuations Construction Type 1620v19 Lot Size_ Q r d�9 Grandfathered: ❑Yes Ylo If yes, attach supporting documentation. Dwelling Type: Single Family V/ Two Family ❑ Multi-Family(# units) Age of Existing Structure /UOW Historic House: ❑Yes &<0 On Old King's Highway: ❑Yes Ulo Basement Type: Mct Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 7a 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 -3 Heat Type and Fuel: I(Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes a'No Fireplaces: Existing New _� Existing wood/coal stove: ❑Yes W<0 Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ /�(fcLl Attached garage: ❑ existing Sinew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes &(No If yes, site plan review# Current Use V/--aw-r G-D T Proposed Use FftM 4 ( /e_04 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /c�LG�-� 5kcTelephone Number Address 11". License # JAG � Home Improvement Contractor# Worker's Compensation # WG :�'6073 Z`66 —16 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE T4 SIGNATURE / DATE C FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION r I FRAME w t I I of tM t' INSULATION oK ll,Oo3,ico /Aide, ' C FIREPLAE ELECTRICAL: ROUGH FINAL ALL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING L DATE CLOSED OUT ASSOCIATION PLAN NO. iassachusetts- Department(if Public.Safetti Board of Buildin<o Re+uulations and Standards Fx. Construction S ipervisor License License: CS 5645 - Restricted to 00Rr r' r 4- +fix r BRIAN T 4DACEY k PO BOX 95t A CENTERV AV MA"& 6; -- —% � Expiration 4/19/2012 t C`amnis,aiorier � " Tr# 21209 V. Restricted to: 00 00- Unrestricted IG-1 2 Family Homes Failure to possess a current edition of the :Massachusetts State Building Code is cause for revocation of this license. ' Refer to: WWW.Mass.Gov/DPS R1 itl i' TempParcelEdit Page 1 of 1 e � xni ` 7, a Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 :054 Street Number: 287 Unit: Dev Lot: LOT 54 Road Name: JPHEASANT HILL CIRCLE T R. if Sec. Road: ° T/R: l ? Villlage: 07 Cotult Part of M/P: IMAP 002 PCL 002 Plan Ref: jPLBK 617/69 75 (APP 7-62) I Date Added: Updated: � Ufptlate Delete AdtlApnothe http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 The Commonwealth of Massachusetts Department of Industrial Accidents x Office of Investigations .......... d 600 Washington Sheet .� Boston,MA 02111' wf0mmass,gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ..Please Print Lepib.l_y ' A_pplicantlnfoz•anation Name(Business/Organization/Individual): el+ Ae: Address: 80 X _ �� ' City/State/Zip: Ce2 �I&46 0 263Z Phone.#. 9771 DYlJ Are you an employer? Check the appropriate box: .Type of project(required):,. 1.[]'I am a employer with 4• I am a general.contractor and I have hired the sub-contractors 6• ❑New construction . 'employees (full and/or part-time).* 7, Remodeling 2:❑ I am.a'sole proprietor or partner- listed on the'attached sheet. ❑ g ship and have no employees These sub-contractors have g, [l Demolition employees and have workers' Building addition working for me in any capacity, 9,. [� [No workers' comp,insurance . comp, insurance,$' required.] 5, [] We are a corporation and its 10.❑Electrical repairs or additions '3.❑ 1 am a homeowner doing 611•work : officers have exercised their 11.❑Plumbing repairs or additions Myself,[No workers'comp. right of exemption per MGL 12,❑Roof repairs insurance.required.]t c, 152, §1(4), and we have no employees, [No workers' 13.❑ Other comp,insurance required,] *Any applicant that checks box#1 must also fill o.ut the section below showing their workers'compensation policy information. t Homeowners;who subnut this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below is.thepolicy and job site' information. Insurance Company Na:me:. !7/� ��✓ . CO Policy#or Self-ins.M6.#• /V C F QV 7_75.YQ Expiration Date: l/1 lit ,lob Site Address:� ( �G�� �14L C/12� City/State/Zip: ©�l��T � �� Attach a copy of the workers' compensation policy declaration p:age'(showing the policy number and expiration date). Failure,to secure coverage as required.tinder 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 a STOP WORK•ORDER and a fine of up to$250,00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the,Office of _ Inyesti>?ations of thebIA for insurance coverage verification _ X do hereby certify under the pa penalties of perjuiy that the information provided above is true and correct. Sip-nature: Date: Phone Official use only. Do not write in tilts area, to be completed by,city or town official City or Town: ' Permit[License# issuing Authority(circle one): 1.Board of Health 2.Building Department 3, City/Town Clerk 4,Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: ..: Phone#: I Bayside Building Inc. Certificates of Insurance 2010 Sub Contractor General Liability Workers Comp All Cape Garage Door 06101104 10107110 06101104 { 06101111 Aluminum Products of Cape 08115104 08115111 08115104 08115111 Anthony Averinos 07120104 04106111 07125104 i 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 07/01/OS 07/01/11 08116105 08116111 Cape Concrete Forms 06105107 08112111 12107107 1 06108111 Carpet Barn Inc 01101106 05101111 01101105 01/01/11 Casella Waste Management 04130108 04130111 05101108 05101111 Central Vacuum House 12101105 12101110 01101107 1 01/01/11 Chaves,Robert 08113104 08113111 12117104 12117110 Christopher Costa,Inc. 01122108 08105110 02106107 1 02106111 Cornerstone dba Tony Arede 03110106 10122110 03117106 02101111 Dartmouth Pools&Spas 01101108 01/01/11 01101105 01/O1/11 Davids Building&Remodel 01101107 I O1/01/11 06114104 061141I1 D.P.Fuccillo Construction Inc. 10120106 j 10120110 10120108 j 10123110 Fast Glass Service 08108109 08108111 04107109 04107111 Govoni Land Services 05131104 06122111 07104104 't 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 01/09/11 MAP Insulation 10101107 , 10/01/10 10101107 10/01/10 Meagher Bros. Construction(DECKS) 04125109 ' 03124111 11109108 j 11109110 Meagher Construction(ROOFER) 06119104 03/13/11 06123104 j 06123111 Morse's Masonry 03110107 103110111 10111108 10/11/10 New England Concrete Solutions 04101110 04101111 03123110 j 03123111 New England Home Technologies 01122110 01122111 01122110 01122111 Northern Sealcoating 10/01/07 10/01/10 04101107 04101111 Northside Design Associates 01115107 01115111 11130106 11130110 Pastore Excavation Inc. 06105108 06105111 10112108 ! 10112110 Pro Fence Co.,Inc. 03126107 03126111 03126107 03126111 Reed, Mel 07121104 07121111 07121104 07121111 Sprinkle Home Improvement 07101108 07/O1/11 01101109 01/01/11 Steven Johnson-SMJ Carpentry 04125104 104125111 04125104 04130111 Anthony Spagnuola dba Spags 04102107 04102111 08111107 08111111 Viola Associates Inc. 04129108 04129111 04129108 ! 04129111 Walpole Woodworkers 10115106 10115110 10115106 10115110 Whiteley, W. Vernon 10101104 10/01/10 10103104 10103110 Wood Floor Specialists 02103108 02103111 1 02103108 02103111 Page 1 of 1 of rye rc � Town of Barnstable Regulatory Services B LM Thomas F.Geller,Director Building DIVI51011 Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 503-790-6230 Property Owner Must Complete and Sign, This Section. If Using A Builder 3, C'O it �F6y/7, /`��lJSl6u�` .__.L.L�- ..__..;as..O�vxie�.,of the.subjectptoperty- . .......-... .: hexeb7 authorizetazl�y.beh lf,. , in s-U matters teiad-ve to•wotk authorized-by.this buiidiag.pe=w.t•applicat'on.fot: W ��� tf ALL C/dam �0711 G7" (A.ddtess of Job) Signature of Owner Date • V b2Md / r2)I'fGj Y P.dnt Name REScheck Software Version 4.3.1 Compliance Certificate. Project Title: THE EAGLE MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING INC BARNSTABLE,MA Compliance:9.0%Better Than Code Maximum UA:222 Your UA:202 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. '�' •,� - 4►U.�J.•�. fAF►/FJI:La. 113�1iGLLSl� �µ• �.••�� TOTAL CEILINGS:Flat Ceiling or Scissor Truss 722 38.0 0.0 22 TOTAL WALLS:Wood Frame,24"D.C. 1848 21.0 0.0 90 TOTAL WINDOWS:Wood Frame:Dou4le.Pane with Lqw-E 155 Q7310 48 Door 1:Solid 42 0.150 6 Door 2:Glass 42 0.280 12 TOTAL FLOORS:All-Wood'Joist/Truss:Over Unconditioned Space 722 30.0 0.0 24 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: THE EAGLE MODEL Report date: 09/28/10 Data filename: C:\Program Files\Check\REScheck\THE EAGLE.rck Page 1 of 4 i 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 f 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 t 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. U 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. (0 Comers,headers,narrow framing cavities,and rim joists are insulated. Project Title: THE EAGLE MODEL Report date: 09/28/10 Data filename: C:\Program Files\Check\REScheck\THE EAGLE.rck Page 2 of 4 (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. 4 ,, Sunrooms: ri 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: 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: 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 181E 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 57.8 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 86.6 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 43.3 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 28.9 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Lj 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: Lj Circulating service hot water pipes are insulated to R-2. Q 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: Ll 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: THE EAGLE MODEL Report date: 09/28/10 Data filename:C:\Program Files\Check\REScheck\THE EAGLE.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. 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: 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: ❑ 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'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel Iisting 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 EAGLE MODEL Report date: 09/28/10 Data filename: C:\Program Files\Check\REScheck\THE EAGLE.rck Page 4 of 4 I 2000 BECC energy Efficiency certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.15 0:28 . a .. Heating System: Cooling System: Water Heater: -- -z Name: Date: Comments.- sf:... AWC Guide to Wood Construction in High Wind Areas: 110 inph Wind Zone: Massachusetts Checklist for Compliance (780.CMR 5301.2.1.1)1 THE EAGLE MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed (3-sec. gust)................................... ....:....................... ...................... :: .:.........110 mph Q Wind Exposure Category............::................................................. ..........................................................B Q _ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories 5 2 stories Q RoofPitch..................................:.................................... (Fig 2) ...................... ...........................8 5 12:12 Q MeanRoof Height .................................:.:............................... (Fig 2).................................................23 ft 5 33' Q Building Width,W ........................................................... (Fig 3)..........7..........................2 -2*ft 5 80'. Q BuildingLength, L ............................................................ (Fig 3)...................... ...............y0... <_80' Q Building Aspect Ratio(L/W) ........... ................................. (Fig 4)............. . ................ 2 <_3:1 Q Nominal Height of Tallest O enin z ......6'-8"s 6'8" Q 9 P 9 ........................................ (Fig 4).........................................• 1.3 FRAMING CONNECTIONS General compliance with framing connections....:............. (Table 2)............................................................ Q 2.1 FOUNDATION Foundation.Walls meeting requirements of 780 CMR 5404.1 Concrete...,............................................................:.................................:.........:................. Q Concrete Masonry ................ 2.2 ANCHORAGE TO FOUNDATION'3 1µA� 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only 3 Bolt Spacing-general ......................................... (Table 4)................................................—' in.: Q Bolt Spacing from end/joint of plate ........................... (Fig 5).......................................12 in.5 6"—12" Q Bolt Embedment—concrete...................................... (Fig 5)............................................... .7 in. >7„ Q Bolt Embedment—masonry...................................... (Fig 5).......................................... in.>_ 15" N/A PlateWasher............................................................ (Fig 5)......................... .............>_3"x 3"x /a' Q 3.1 FLOORS Floor framing member spans checked ...... .....................(per 780 CMR Chapter 55).. ..............................: Q Maximum Floor Opening Dimension................................. (Fig 6). ........::.....................:.....-9`-0'_ft 5 12': Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)...... ................................ N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall............... (Fig 7)........................................:..........—ft 5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearin 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 infield Q 4.1 WALLS Wall Height Loadbearing walls..................................................... (Fig )........................7-8"ft 5 10' Q . Fi 10 and Table 5 . . Non-Loadbearing:walls.............................................. (Fig.10 and Table 5)............................18 ft 5 20': Q Wall Stud Spacing (Fig 10 and Table 5 16 in.5 24"o.c. p g ........................... ( 9 ).................... Wall Story Offsets ........ (Figs 7&8 _ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 inph 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>_W/3 N/A Gypsum Ceiling Length(if WSP not used)................. (Fig 11)............................................26 ft>_0.9W Q and 2x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)........................................................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ..................................................... (Fig 13 and Table 6)..........................:............8 ft Q Splice Connection(no. of 16d common nails)............. (Table 6)............................................................6 Q Loadbearing Wall Connections Lateral (no.of 16d common nails).............................. (Tables 7).............................. .....:.................2 Q Non-Loadbearing Wall Connections Lateral (no..of 16d common nails).............................. (Table 8)...........................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .................................................... (Table 9)........................................6 ft 0 in.<_ 11' Q Sill Plate Spans ...............................................I..... (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) Header Spans.......................................................... (Table 9)...................:....................8 ft 0 in.5 12' Q Sill Plate Spans........................................................ (Table 9)................................_ft_in.5 12" WA Full Height Studs(no.of studs).................................. (Table 9)............................ ................................3. Q Exterior Wall Sheathing to Resist.Uplift and Shear Simultaneously4 Minimum Building Dimension,W 29 Nominal Height of Tallest Opening2 ................................ ....................................6'-8"<_6'8" Q Sheathing Type.................... ........... (note 4)...................... WS Q Edge Nail Spacing................ ......... ....... (Table 10 or note 4 if less)..e .....3 in. Q Field Nail Spacing ...................... ...P 9.... ..................... ........ (Table 10). � 12 iShear Connection (no. of 16d common nails)(Table 10).................40... ....... ..4Percent Full-Height Sheathing.........:........... (Table 10).......................... o floors Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Maximum Building Dimension, L 40 Nominal Height of Tallest O enin 2 ...................... �......... " Sheathing Type.......................... ................ (note 4)...................... �. .. Edge Nail S acin 9 P 9...:................................... (Table 11 or note 4 if less).. .............. in. Q Field Nail Spacing....................................... (Table 11).......................... .. ...........12 i Q Shear Connection (no.of 16d common nails)(Table 11)................... � ................ ........4 Q Percent Full-Height Sheathing................... (Table 11 �...... .... ° two floors 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)................... . Q Wall Cladding Rated for Wind Speed? ............ .................... .......: Q. AWC Guide to Wood Construction in High Wind Areas: 110 mph Whid.Zoite Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?...................... (For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ..................................................(Figure 19)..............2/3 ft_<smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift............................................. (Table 12)............................................U=236 plf Q Lateral...............................: .........(Table 12)............................................L=176 plf Q Shear......... ................................ (Table 12)..............................................S=77 plf : Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13).............::...............T= plf N/A Gable Rake Outlooker........................................(Figure 20) ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls _. Proprietary Connectors Uplift................... ......................... (Table 14).......................... ..............U= lb. N/A Lateral (no. of 16d common nails).. (Table 14).......................................L= lb. N/A Roof Sheathing Type................ ...................:.......... (per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness......................................... .............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening......................................... (Table 2)...............:........................................8d Q THE EAGLE MODEL COTUIT MEADOWS MEETS THIS CHECKLIST THEREFORE THE FOLLING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide:_ a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and.11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment ? AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone, Massachusetts Checklist for Compliance(7so cMR 5301.2.1.1)1 --MIEN THIS EDGE REM ON PilAMING US£Sd NA13 AT fibs. , __— 'fl---__ - ' ' II 11 11 1 11 11 11 6Y � .c 11 Il II Y 11 1r, 1 iL 4D 1 I I 'i3 a 11 1 z fo h Il � d 1 11 I1 ii iI 1 II � 11 le 1 1 1 Q 11 i t W 1 1 fl �11 1 11 ll t DoijuEEOCaE `------- 1� NAILSPACING i r See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment r - AWC Guide to Wood Construction in High Wind Areas: 110 nnph Wind Zone Massachusetts Checklist for Compliance (7s0 cMx 5301.2.1.1)1 a _ d=° 1 as I 1 +1 m 1 1 i 1 FRAMING MEMBERS 1 1 EDGE WERMEDIATE 1 ft i sm. Z IN - ------- ------- --1 STAGGERED NAIL PATTERN PANEL PAWL EDGE DOUBLE NAIL EDGE SPACING DETAL Detail _ Vertical and Horizontal Nailing• ° for Panel Attachment II co N O mm SMOKE DETECTbRS REVIEWED Q Ln oa .o Q BARNSTABLE BUILDING DEPT. DA Li Lh -j n. FIRE DEPARTMENT DATE n -- - ---_ ---- y OD __ BOTH SIGNATURES ARE REQUfRED FOR PERMTTnNG O — = CAR60N MONOXIDE ALARMS - - —_ -- MASMUSTBEINS INBU'STALLED ING E j z LL r� ®® W� O ®® mElIm j ®®1 ©©E= ® ® N n D�Of� '' 0 FRONT ELEVATION �1z SCALE. 1/4" d.1'-0" ICI m O Lu J J _ — J z 3 lu Q � -- w�3 Q 13 w C4 to o J I suF�r L-- Al REAR ELEVATION " - JOB, 1024 ' SCALE: 114" - I'-O" DRAWN BY, KW DATEt 9/I�lIO + M , s -- _ N -- 00 Lo W aL. U UF 10 Q O Cr n � pp Ln m LJ LEFT ELEVATION m o _ SCALE: 1/4- - V—O to J ly • U -A z 3 A N Q z O =v Eww Q tu J o-F w 0%3 w tuN6 IT a - o SHEET RIGHT ELEVATION � SCALE: 1/4o V_On JOB: 1024 DRAWN BY. KW DATE: 9/17/10 40'_0' N o 26'-0° 6'-a° N rt J O � d un _ o r W Lo DECK �! h W-W%12'-0' —1 h > co W 0 m� 0-4U Lt. u m I SO I/3'x 36 7/a' a ' n'-.s•x Ia'-0' I I IV-4-x 12.-w LEO (+fKITCHEN,7 VINYL Rid m Lo 2A b2.5 iaJ W CEILM JOWT3 m ....._. -..-...._... f 0I610.C. y o TW 2446 m 30 W x 56 7/b' IJp N TW 2432 ' V:L �MM e, � .or YlW La. tu I L I Pull 3'-10' o o I' -4 x If'- m i i V v m DINING - � vI14n i - J '-i V2° 4'-10 1/2° 13'-0° 14'-0° _ 2f' 7kq'O.N.DOOR Z N BATH n VINYL Z 3 O V w Q^� • 0 Q Q 1U IU W 04 rS 13m �3 17V 61_7° 3-6° 2-6° 9_0° 2,-5n J - SHEET FIRST FLOOR FLAN SCALE, 1/4° - 1'-0° AB .JOBS 1024 - DRAWN BY, KW N s m aLO 26-0' 1 O 12'-8 J N J _ J h m OD TW 2446 12'-2° 2' 30 Ire ><36 7/6 - BED D 3 30 1/0':06 7/8. 2fi iV ® � co 3' 10 1/2' 73'-10° - LdLO m io TW 2592 ro i 4V ro -- W r.-W x 11'-0° MASTER BEDROOM W-3 1/2' 2fi 17'-S 1/2' - J Wz3 Qo - A L - - Q �ww =F ' - E J OL Q lil ol y 0 , U 4'-be 6'_I° W-4' _7' 3i_6e 0 SWEET SECOND FLOOR PLAN /f 5CALE: 1/4' I'-O° A 4 1024 DRAWN BY- KW DATES 9/17/10 40'-0° cQ a (� . - 26'-O• 14'-O" LO 2-260 GIRDER \_.1" ..L{g` W 4°4 P.T.P06T 4-0° e° p TYR GAL".i'�-fAL P65T AMOM -- k �- -- W 10° EC!!O NBE°PIER W/ ' 26•'BIG ROor"FOO'llkG KBULKHEAD I I n F' In B.exr I I OOR —— — — — ---i ;i *- i ° I • ——————————————— ' -- --o o II ?'III C II I�II a �•a Inwmo..c. II IjI k I �UxIwc L — Bo .NCRETE � coccownN Foonw.TrP s�tlo GRax p 2 %d2•CCHCRErg AD nj\ 1 'I I 'I II m W r,—Ir�7r-rrrr-rrr-ram FULL i'ji i i i , i i i I I GARAGE I I C1 I_ I L_IriJl TG E BASEMENT ICH TOWAFW � I:.-.i o °' .. ■qp�■ m 0 Q I IF 5 N/8°OTE AFtGHOR BOLTS W 11 I U sac�m 32 o.c. I ::I j I-I 2° FROM C.ORNERs '.I �I - - I ? I 1a I ca°�in rs RmTKMTYR "I ___ __ J ;1 1 -- - - 1c•xla - J ----- g J Z 3 i N LLI ------- --------------------- O Q Q E W W J(LF Q 26''0' - 14'-0° 4co IL w(14 V 40'_0' R SHEET FOUNDATION PLAN ALE: 1/4' = P-O° 05. 1024 DRAWN BY, KW DATE: q/17/10 N > (D N O Ln Q in » W 6 J N - `RIDGE VEMT rs RIGID WIND WASH BARRIER REWIRED 1 2.12 RIDGE BO AT EMTEWOR EDGE OF EXTERIOR ASPHALT SN _ T f a' O SBv CDX SNFATNI SIMPSON W2.5 - ® W V) 812 O- ARTHALALT E v G yI z ATTIC °��• L, xF,d IN FBRSTT TWO JOIST AND RAFTER V CONT.VENTING GRIP EPR�-- R35F.G.INSULAT S NS FASCIA BAYS FROM GABLE WALL O v bN SECOND MEMBER ALUMINUM GUTTERS AND DOWN SPOUTS 2xst V I6 O.C. I - L 0 FRIEZE BOARD AND MOULDING ix3 STRAPPING- - - O v2'GYP.BOARD Q 2x6 EMT.STUDS Y 24'O.0 1 6•RJi F.G.1NsuL� BATH ' HALL ll•PLYWOOD SNFATNn+G/ - m e'-3 I/2" 3'-10 1/2° I3'-10° C inTYVEK WRAP/W.C.5NINGLES BEDROOM 2xlat 0 I6"o. . (BEYOND) 3/4'OSS 2.IOb B 16'O.C. I 2d t 0,16.O.C. __ASB•FIRE RATED rr Z FOY GYP BETWEEN ' L� '..(OPEN TO ) GARAGE GE 4 LIVING SPACE Q 0 m LIVING RM. GARAGE m ray = P.T.2X6 SILL a BILL FH STAIRS 13R�, 3'-4 I/4° . 3/4'C�BUBPLMR 8-242 202 CARRIERe ` _ ISO INSUL . Ul 2xlae 0 16'O.C. 2010'i 0 HV O.C. U U U U 4'CONC.SLAB J s-2,*GIRT ....... V STAIRS 3R 3 W STEEL I 3-202 CARRIERS - V _ _J e•.7'-q C414C. DAMP PROOF BELOW GRADE 9 V'2'CONC.BLAB N . VAPOR EWRRIMt - J Z 3 L CROSS SECTION �0. tu Q I-- N W0O SWEET 2 • JOH: I024 DRAWN BY: KW DATE: 9/17/10 TempParcelEdit Page 1 of 1 �°�� acz�F,,¢"�� ,•ram , ^ � •• ; � '��� `� � � `�� ..:�', �� � � Logged In As: Wednesday,January 16 2008 Frank Schlegel New a r c e Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 054 1 i Street Number: 287 Unit Dev Lot LOT 54 Road Name: JPHEASANT HILL CIRCLE ,y T/R f I Sec. Road: T/R: li Villlage: 07 - CotUlt € Part of M/P: IMAP 002 PCL 002 Plan Ref: P,LBK 617/69-75 (APP 7-62) Date Added: Updated: lJpdate �De�lete Add�Another ,, . . a..,... httn://issal2/Intranet/ProDdata/TemDParcelEdit.asDx?ID=Add 1/16/2008 Foundation Certification in Barnstable MA Prepared For : Lot 54- 287 Pheasant Hill Circle Assessor's Map: 002 Lot: 02 Baxter,' Nye Engineering & Surveying Community Panel Number 025551 D021 D Registered Professional F.I.R.M. Map Zone: C: Engineers and Land Surveyors. 78 North Street, 3rd Floor Hyannis, MA 02601 Phone - (508) 771-7502 Fax — (508)-771-7622 Owner: Cotuit Equitable.Housing, LLC Job Number: 2005-214 SCa�e : 1.7 20'' . 10-13-2010 a : :. . . LOT .55 .1024Ss 'E 9' , .28.01 / Co ' LOT 54 Nco8849t S.F. 0.20f ACRES 40� ° 21 0 41,s h 00 - Q � EXISTING FOUNDATION ? ' .#287 F / (LOCATION DATE: 10-12-10) T. 0. F. 53.3'. N 10138 / 2108, 0M W cc LOT'53 6 , a 01, I CERTIFY THAT-'TO THE' BEST ,OF MY KNOWLEDGE THE EXISTING STRUCTURE:SHOWN. HEREON IS IN COMPLIANCE WITH. THE; APPLICABLE BARNSTABLE.ZONING.DISTRICT SIDELINE AND: SETBACK'. REQUIREMENTS, ZBA APPEAL #2005=082, IS LOCATED :IN RELATION TO THE, MONUMENTS SHOWN, , f ° NOT LOCATED.WITHIN A SPECIAL FLOOD HAZARD AREA. THIS PLAN IS,NOT TO. BE RECORDED NOR:ISY IT .TO, BE USED.'TO ESTABLISH. PROPERTY LINES. :. R. . G '. .. r REGISTE - , •. - . . N AXTER NYE-ENGINEERING & SURVEYING ': DATE RED PROFESSIONAL LA D SURVE OR B . , GENERAL NOTES: I. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: f 20' 10 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION 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. °p CONCERN). �SITE WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL Q SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Z WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA W LANDS R- .O 15 SITE DOES NOT CONTAIN AULATIONS ERTIFIED 1VERNAL 1POOL PER NHESP w / 1-47.33 SIAHt MAP OCT 1, 2008 'CERTIFIED VERNAL POOLS.' I-47.31 SMH1 B ``�- . OBER SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 4 i / VJ 1, 2008 "PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETIS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) i i SITE IS WITHIN A STATE APPROVED ZONE 0 GROUND WATER V ,� y/ ,' ; RECHARGE PROTECTION AREA O ti ! / CONSMUC17ON I �IL / / ; LOT 55 Q y I. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE v / 'y� S , . SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED t IRS 1 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. y DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM �►�. �� TOP 1p 45, f ------- \ 2. ALL GRADING, ,1„ •� THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, w , Z wq \ DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. s 11if=48.41 3. SEWER BUILDING CONNECTIONS: X - MIN. COVER SHALL BE 3 FT. / � n OUT <:F / \\. UTILITIES ASS RED BY MAINTAIN CLEARANCE FROM OTHER 4 / 3 '� X v�4:50 - ..------- DPW - w�� S ' S tfw.=47.37 -- s \\ - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1% p 52 � ��*fish+ - `� 2 S.Sa17 x 54.0 3 LOT 54 .� Cotult Meadows subdivision s\ 4.0 8,849f S.F. h Cotuit•Barnstabler Massachusetts 0.20f ACRES -- ---- --- _________ $ X So.S -�-- 52 2 � PREPARED FOR H -- 52 X 51.0 - - COTUIT EQUITABLE HOUSING, LLC a , 101.Je. `. P. 0. Box 95 Centerwile, MA 02622; VEGETATED 12' OEEP W �. ��'�v RAIN GARDEN (125 C �\ +a o 3� C.F. STORAGE) r. _ TIi1.E ro/O TOP-51.5/ site Plan BOTTOM=50.5 LOT 53 _ 8' DIA. x 6' DEEPS VEGETATED 120 DEEP Lot 54 • 287 Pheasant Hill Circle PROVIDE (i) RAIN GARDEN (125 LEACHING BASIN W/ V STONE C.F. STORAGE) \ SURROUNDING (OR ALTERNATE TOP EQUIVALENT VOLUME) BOTTOM-51.0 BAXTER NYE ENGINEERING & SURVEYING \ CONNECT ALL ROOF ^i DOWNSPOUTS TO LEACHING \ cry `, BASIN Registered Professional -� Engineers and Land Surveyors zN of Mass ��. 78 North Street,3rd Floor,Hyannis,MA 02601 Phone-(508) 771-7502 Fax -(508)771-7622 w tiGN� o v C1 N No.4 3 20 0 20 40 S ENG\ SCALE IN FEET ONAI SCALE. 1" = 20' DATE: 10-05-10 REV. DATE. REMARKS Lot 54 DRANIm KOM 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw -- - - --- - ---- -- ----- - 2005-214