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HomeMy WebLinkAbout0232 PHEASANT HILL CIRCLE Regulatory Services ` Thomas F. Geiler,Director Building Division t AIRNCP1Ri.R t _ MASS ' Tom Perry,Building Commissioner At 200 Main Street, Hyannis,MA 02601 www..town.barnstablejimus Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: e -D Permit#: HOME OCCUPATION REGISTRATION Date: l'Z.-- 3\ - Zsa\Z Name: ► C. . a,-e�` �, ��cac s�-el Phone#: SbS—`71 L --T-7 t 3 Address: Z�32 V111 ` Name of Business: �`'1►�`-,c,-e_ �� i K,r���.i Type of Business: 1�p ot:_ z V 2 S INTENT: It is the intent of this section to allow die residents of the T'osi%n of Barnstable to operate a house occupation widnin 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 tiati the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by die permanent resident of a single family.residential dwelling unit,located widnin 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 tragic will be generated in excess of normal residential volumes. • The use does not involve die 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 tie same lot containing die 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;rel<ated to tie Customary Home Occupation,other dims one n 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 tines,parked on the same lot containing the Customary Home Occupation: • No sign shall be displayed indicating the Customary Home Occupation •. t If the Customary Home Occupation is listed or advertised as a business, die street address shall not be included. • No person shall be employed in dle Customary Home Occupation u ho is not a permanent resident of tie dwelling unit. I, the undersigned,have read an e th die above restrictions for my home occupation I am registeriig... Applicant: ...- Date: I z-- `;ZCD l Homeoc.doc Rev.01/3/08 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: t z_.3 t - t z_ Fill in please: OE IN �� % APPLICANT'S" YOUR NAME/S: �. �tpy�p� BUSINESS YOUR HOME ADDRESS: Z3 2- Ph2.gs ar,� � 1\: c',r 1 " .., 5- z713 5'7 V�•,`_µ"�1 ' $'` F' ` TELEPHONE # - Home.Telephone Number 7.-1 1-- NAME OF CORPORATION: NAME.OF NEW BUSINESS :' : TYPE:OF BUSINESS Ho ..Q-oin}-,-,--A o c- IS THIS A,,HOME.00CUPATION? YES NO ADDRESS OF BUSINESS MAP/PARCEL::NUMBER (Assessing) ' Z C'Z� 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 appropriatepermits and licenses 'required to legally operate your business in this town. 1. BUILDING CO MISSIO ER'S O C This indivi al a " fo.me f an rrrmit req rements that pertain to this.type of�EtTsCOMPLY WITH HOME OCCUPATION RULES A R FAILU RU AND EGUL.ATIONS RE TO ut o d Sign COMPLY MAY E .hILT IN i'If�iE _ OMMENT .. 2. BOARD OF HEALTH as been informed of the ermit requirements that ertain tot is.This individual hhi a of business. , pP ty pe Authorized Signature* COMMENTS: 3. CONSUMER.AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: ,r ._ti ti. Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis MASS. , MA 02601 9 (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 201103373 _ CO Number: 20110175 Parcel ID: 002002025 CO Issue Date: 11123111 Location: 232 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Uses DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: GLl Aatllol Building Department Signature ate Signed <� z' TOWN OF BARNSTABLE THE Tpll,, Building 20.1103373 * BARNSTABLE, * Issue Date: 07/07/11 Permit y MASS. �A 1639. Applicant: BAYSIDE BUILDING INC rFD MA'l A - Permit Number: .B 20111402 Proposed Use: DEVELOPABLE LAND Expiration Date: 01/04/12 Location 232 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY ATTACHED Map Parcel 002002025 Permit Fee$ 1,198.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 235,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM, 2 1/2 BATH CAPE WITH AN ATTATCHI D THIS CARD MUST BE KEPT POSTED UNTIL FINAL Ll CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO.RIGHTTO OCCUPY ANY STREET:ALLEY OR SIDEWALK OR ANY-PARTTHEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS ON PUBLIC:PROPERTY,N01 SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.. sTREET,6 ALLEY GRADES AS-WELL AS DEPTH AND LOCATION OFTUBLIC SEWERS MAY BE- OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT.RELEASE:THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION' RESTRICTIONS. iY .. 4 MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: ; 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL;PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). N -"" MSMNIM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 oil, 1 1 2 a rKlS 2 5oN K ��u 3 1 Heating Inspection Approvals Engineering Dept ^�z Fire Dept / J 2 S' Board of Health L Z.0 r A L i ' < s. F U Y TempParcelEdit Page 1 of 1 �. h � F A '°t7 1 MNx # e" V IN 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 .025 Street Number: 232 Unit Dev Lot LOT 25 .,__. �.. .v_._,._..,.,,: Road Name: JPHEASANT HILL CIRCLE T/R r Sec. Road: '° T/R Villlage: 07 - COtuit _W Part of M/P: MAP 002 PCL 002 ` Plan Ref: jPLBK 617/69-75 (APP 7-62) � Date Added: Updated: Ud ®elete AtldAnother, -i/issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 p 1 Duct Leakage Test Form Customer Information: Test Conditions: Name: Date: w /21i Address: Time: City: n p— a I+ Indoor Temperature(F): State/Zip: 5 Outdoor Temperature(F): Phone: O .. 9�I — O Floor Area(f?): (� Email: System Airflow(cfm): 6 t5 Cy Cooling Size(tons): Heating Size(btu): Building Address: (if different from above) Primary Location of Street: Supply Ductwork: RS-vfN� City/State: Primary Location of Return Ductwork: Comments: _ S E:c POOR_—SF/� S / Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Flow Ring I Fan Press Flo��� Duct Flow Icing Fan Press Flog Press.(Pa Installed (Pa) cfm) Press.(Pa) Installed (Pa) (cfm) Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as Total Leakage(cfm): ' a Floor Area: v- Total Leakage as% System Airflow: Total Leakage as% 1 Eric Whiteley Floor Area: VV VERN0 eric@wvwhiteley.com o INC, a� 28 Village Landing RO:-Box 1266 PLUMBING'.:.HEATINCr; ;W:Chatham,MA02669 AIR CONDITIONING SINCE1952 -T-508.945.1100 F 508.945.5549 www.wvwhiteley.com TOWN OF SARNSTABLE n � I Pil 3: t15 kDllfl�� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma dD a Parcel' �Qo?, ®aS .Application # p 1� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ,x Historic - OKH Preservation / Hyannis Project Street Address f 7M!WA1r t11LL Village C6 T) Owner 607-W11 E411066 /t�14 l-�-L Address 9& `� V l C:l-E Telephone 3_4 7 f7` Permit Request C t 3 P96&VA Z l 3 4-7tt Square feet: 1 st floor: existing proposed/305, 2nd floor:.existing proposed ll� Total new Zoning District Ar.t Flood Plain Groundwater Overlay -� io� Construction Type&)DDtJ �� Project Valuation � yp Lot Size a r Grandfathered: ❑Yes Y�o If yes,'attach try,porting docu*tation. C) Dwelling Type: Single Family. Two Family ❑ Multi-Family (# units) -n Age of Existing Structure � � Historic House: ❑Yes 111 No On Old King's,'Highway❑Yes' 3'6o Basement Type: U�`Full ❑ Crawl Walkout ❑ Other - � Basement Finished Area(sq.ft.) 4 Basement Unfinished Area(sq. ) k5A Number of Baths: Full: existing new oZ Half: existing new Number of Bedrooms: existing,-new Total Room Count (not including baths): existing new 1 First Floor Room Count T Heat Type and Fuel: Vas ❑ Oil ❑ Electric ❑Other Central Air: 3'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes la_�o Detached garage: ❑existing ❑ new size Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ IgZ27 Attached garage: ❑existing dnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 1140 If yes, site plan review# Current Use y110fd! L-J`'I Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address / . d Aw In License # d263- Home Improvement Contractor# Worker's Compensation # al C4'LO73�06 —l0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_iy 4��&z SIGNATURE � DATE FOR OFFICIAL USE ONLY APPLICATION# E _f 1s DATE ISSUED l. ; :• ,x;. - kMAP/.PARCEL.NO;. ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: � t ''.• FOUNDATION.` FRAME Sr o `ZI4— R o el,v, o,,/ A`gl—, 111NSULATIONj? ' e�2 k FIREPLACE ; ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL r GAS _'~ i ROUGH ,,Y ,• = FINAL DATE CLOSED.-OUT E ASSOCIATION PLAN NO. Vie Comnioniweahh oflllassachusetts Deparfnieht of Industrial Aceldents Office of Investigatiotis a d 600 Washington Street FM :BOSton,M MIT' wlvw.mass,gov/dia Workersr Compensation Tnsu.rance Affidavits Builders/Contractors/Electricians/Pluznbers �plicant information -/ - / Please Print Legibly Name(Business/OrganizatiowUdividual): ' •Addz'ess• i30 45 . . City/State/Zip cgle�lolLL /� Qy7l�Joo2. Phone•#. � Are you an employer?Check the appropriate bogs .Type of project(required);, 1.Cl I am a emP toY er with 4. I am a general coAtractot and I 6. New construction . employees(fiill:arLd/orpart-time):* have hired the sub-contractors •. listed on the'attached sheet 7: [�Remodeling 2:❑ I am a'sole proprietor or partner- ' ship and have no employees These sub-contractors have g;' Q pemolition 'working for me in any capacity. employees and have workers' 9 F—I Building addition [No workers': comp,insurance camp.insurance ' required.] 5. [] We axe a cozporation and its : 10:❑Blectrical repairs or additions 3,( I am a homeowner doing all-work . officers have exercised their. ; 11.[]Plumbing repairs or additions. ' MGL right myself.[No workeers'comp. :of exemption per 12T Roof repairs insurance.required.]t c. 152, §1(4),and we have no Omer employees,.fNo workers' 13' o insurance re aired ._ .c mP� *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors.must:subinit a new affidavit indicating such , tContmetors 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 provide their workers'comp,.polidy number. I am an employer that is providin workers'comp ensafion insurance .or rn .em to ees. Below is.the olio and'ob site g P f Y P Y P Y J information. Insurance Company Name: . �e''g 2) /4 . ./,V S.1/e4it/�. . 'Policy we0023yD�� / #or Self--ins..Lic.# � � . Expiration Date .lob Site Addnsa: L- City/State/Zip: Attach a copy of the workers'compensation policy declaration page'(showi:ng the policy number and expiration date); Failure,to secure coverage as required ender S ection 25A of MCtL c;152 can iead to the imposition of craiminal penalties of a fine up to$1,500,00 and/or one-year iniprisonruent,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to OHM a day against fire violator, Be advised that a copy of this.staternbe t maybe forwarded:to the.Office of" Investigations of the bIA for insurance coverage verification ' Xdo hereby certify un er th7/"' ns-and pe s ofperjury that the i�iformation provtded above is true an'd correct. �lLl9 fSi attire: Date: Phone Offlcial use only. Do not write:in this area, tb'be completed by.city or town official City or Town: ` .Pen mit/License# Issuing Authority(circle one): J.Board of Health I BuMng Department 3, City/Town.Clerk 4,Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: A ll Cape Garage Door .06/01/04 10/07/11 06/01/04 04/01/12 Aluminum Products of.Cape 08/15/04 04/15/12 08/15/04 04/15/12 Anthony Averinos 07/20/04 03/01/12 07/25/04 03/01/12 Cape Cod Marble &Granite 07/01/05 07/01%11 08/16/05 '04/16/12 Cape Concrete Forins 06/05/07 . 09/29/11 12/07/07 03/01/12 Carpet Barn hic Ol/01/06 OS/01/11 ... 01/01/05 01/01/12 Casella Waste Management 04/30/08. 04/01/12 05/01/08 04/01/12 Chaves, Robert: 08/13/04 08/:13/11 12/17/11 12/17/11 Christopher Costa; hic. 01/22/08 08/27/11 02/06/12 02/06/12 Cornerstone dba Tony Arede 03/10/06 10/22/10 02/01/11 02/01/12 Coy's Brook, Inc 04/24/04 04/24/11 09/21/04 _ 10701/1 1 Davids Building & Remodel 01/01/07: 01/01/12 06./14/04 03/01/12 D.P Fuccillo Construction Inc... 10/20/0.6: 1W20/11: 10/20/08 10/23/11 Govoni Land Services 05/31/04 03/01/12:- 07/04/04 03/01/1.2 Hill Construction 04/29/07 04/29/1 i 08/14/04 08/14/11 Kitchen Appliance Mart 08/12/04 08/12/11 0:1/O1/O5 ' 01/10/12: MAP Insulation. 10/01/07 10/01/11. 10/01/01 _ 10/0.1/1.1 Meagher Bros.:Construction(DECKS) 04/25/09 03/24/11 11/09%08 03/10%12 Meagher Construction(ROOFER) 06/19/04 04/01/12 06/23/04 04/01/1.2 Morse's Masonry 03/10/07 03/10/11 10/11/08: 10/11/11 - Reed, Mel 07/2:1/04 04/01/1.2 .0.7/21/04 : 04/01/12 Steven Johnson- SM! Carpentry 04/25/04 10/26/11 0.4/25/04 10/26/11 Whiteley, W:Vernon 10/01%04 10/01/11 10/03104 10/01/11 Wood Floor Specialists 02/03/0:8 02/03/11 02/03/08 02/03%12 - °0FJHeram, Town of Barnstable. Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,-MA 02601- Y. w.town.barnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 Prop city Owner Must Complete and Sign T1ais Section if UsingAJBu lder: �t �!�cZ- tf c �i�(o : 4,G,C as Owner of the:subject property Hereby audio rize 1� ' d - to act on my behalf, in all inatters relative to work authorized by this building permit application for; , Address of job GUrJ ( J ) 1 Signature o er Date Print Name Q:I;ORNIS:OWNERPERMISSION - � '� * 1. t f-tI Q s ct 91 1s ' l # t#npwi q a *r aaz�l.ta,l± i License: F 3 5m,5: to: 00 f BPIAN T DACEY: PO BOX 95 ; t CENTERVILLE MA 02632 E ptration. 4/19/2012: :: I f'^smq?tb,i:,nex' Tr=: 21209 .. . RestTict d to: 00 00 U nrestri/cted 1G-f. 2 Family Homes Failure to possess a current edutn®n nth Massichuusetts State Building Code fls:cauuse for revocation of:thAs license. lReferto: v .Mass.t;ov/DPS.:..: TempParcelEdit Page 1 of 1 Of vw Logged In As: Wednesday,January 162008 Frank Schlegel New Parce I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 1 002 i 025 Street Number: 232 Unit: Dev Lot: LOT 25 Road Name: JPHEASANT HILL CIRCLE Sec. Road: _,. . T/R: Villlage: 07 COtult ' Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: — UpdateDelete Ad�d�other ,,. http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 REScheck Software Version 4A.1 Compliance Certificate Project Title: THE OSPREY MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: .: Single Family Building Orientation: Bldg:faces 180 deg.from North Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/A ent:g Designer/Contractor: LOT#25 BAYSIDE BUILDING,INC. COTUIT MEADOWS Compliance:5.4%.Better Than Code Maximum UA:353 Your Uk 334 The%Better or Worse Than Code index reflects how close 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: ... AssemblyGross 0 • .-Value R-Value "or D•• Perimeter IJI-Factor CATHEDRAL CEILING:Cathedral Ceiling(no attic) 286 30.0 :; 1.0 9 Skylight 1:Wood,Frame:Double Pane 12 0.340 .. .:. 4 SHGC:0.31 FLAT CEILING:Flat Ceiling or Scissor Truss 1059 :: .38.0 0.0 :: 32 FRONT WALL:Wood Frame,24"o.a. .1264 21.0 0.0 65 Orientation:Front WINDOWS:Wood Frame:Double Pane with Low-E .: .. 63: 0:310 20 .: .. SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front Door 2:Solid 21 : - :0.280 .6.. .. Orientation:Front REAR WALL:Wood Frame,24"D.C. . : : 732 21.0 : :: 0.0 33 Orientation:Back WINDOWS:Wood Frame:Double..Pane with Low-E 108: ;; 0.310 33 SHGC:0.31 Orientation:Back SLIDER:Glass : :. 42 0.310 13 SHGC:0.31 . Orientation:Back RIGHT WALL:Wood Frame,24"D.C. 5.46 21.0 0 0 29. Orientation:Right Side WINDOWS:Wood:Frame:Double Pane with Low-E 31 0.310 :: 10 SHGC:0.31 Orientation:Right Side LEFT WALL:Wood Frame,24"D.C. 460 :21.0 _ 0.0 _. 26 Orientation:Left Side Window 4:Wood Frame:Double Pane with Low-E 20. 0.310 6 . 'SHGC:0.31 - .. Orientation:Left Side: Floor 1:All-Wood Joist/Truss:Over Unconditioned Space .1345 30.0: :: 1.0 42 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 4.4.1 and to comply,With the mandatory requirements listed in the REScheck.nspection Checklist. Project Title: THE OSPREY MODEL Report date: 06/23/11 Data filename:C:\Program Files\Check\REScheck\OS PREY.rck Page 1 of 6 Name-Title Signature Date Project Title: THE OSPREY MODEL Report date: 06/23/11 Data filename: C:\Program Files\Check\REScheck\OS PREY.rck Page 2 of 6 REScheck Software Version 4.4.1 .Inspection Checklist Ceilings: CATHEDRAL CEILING:Cathedral Ceiling(no attic) R-30.0 cavity+R-1.0 continuous insulation Comments: . . . O FLAT CEILING:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24 o.c.;R-21".0 cavity insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,:R-21.0 cavity insulation Comments: ❑ RIGHT WALL:Wood Frame;24"o.c.,R-21.0 cavity insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-21.0 cavity insulation . Comments: Windows: - ❑ WINDOWS :Wood Frame:Double Pane;with Low-E,U-factor 0.31.0 For windows without labeled:U-factors,describe features: #Panes Frame Type Thermal Break? Yes.: No. Comments: ❑ 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: ❑ WINDOWS:Wood Frame:Double Pane with Low-E,0-factor:0.310 For windows without labeled 0-factors,describe features: #Panes Frame Type Thermal Break?, Yes No Comments: Window 4:Wood Frame:Double Pane with Low-E,0-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No. - - Comments: Skylights: . ❑ Skylight 1:Wood Frame:Double Pane,U-factor:0.340. #Panes Frame:Type Thermal Break? Yes No • Comments:... Doors: ❑ Door 1:Solid,U-factor:0.280_ I, Comments::.. ❑ Door 2:Solid,U-factor:0.280 Comments: ❑ SLIDER:Glass,U-factor:0,310 Project Title: THE OSPREY MODEL Report date: 06/23M 1 Data filename: C;\Program Files\Check\REScheck\OSPREY.rck ., Page 3 of 6 Comments: Floors: . . . ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0:cavity t:R-1.0 continuous 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 othersuch 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. 0 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 onoutside 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. 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 cutto.fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (9 Corners,headers,narrow framing cavities,.and rim joists are insulated. (9)Shower/tub on exterior wall-Insulation exists between showers/tubs and exterior wall: Sunrooms: ❑ Sunrooms that are thermal ly.isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum:: skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements: . Materials Identification and Installation:: Lj Materials and equipmenfare installed in accordance with the manufacturer's installation.instructions: ❑ Insulation:is:installed in substantial.coritact 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,glazing U-factors,.and:heating equipment efficiency are clearly marked on the building plans.orspecifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces ocoutside the building envelope are insulated to at least R-6: Duct Construction and Testing: 0 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 in 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. Project Title: THE OSPREY.MODEL Report date: 06/23/.11 Data filename:C:\Program Files\Check\REScheck\OSPREY.rck Page 4 of 6 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 107.6 cfm(8 cfm per 100 f:2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 1.61.4 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:SOY cfm(6 cfm per 100.ft2 of conditioned floor area) when tested at pressure differential of 0.:1 inches w.g. (4)Rough-in total leakage test without air handler installed:.Less than or equal to 53.8 cfm.(4 cfm per 100 ft2 of conditioned.floor area). Temperature Controls: ❑ At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and M degree F for the cooling cycle.' Heating and Cooling Equipment.Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the.International Residential Code. ❑ For systems serying 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: 0 HVAC piping conveying fluids above:105 degrees For chilled:fluids below 55 degrees Fare 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. 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 over90 degrees F(32 degrees C)ahe 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<=1.5 (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 V): 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 coveror 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 OSPREY MODEL Report date: 06/23/11 Data filename:C:\Program files\Check\REScheck\OS PREY.rck Page 5 of 6 Project Title: THE OSPREY.MODEL Report date:06/23/11 Data filename: C;\Program Files\Check\REScheck\OSPREY.rck Page 6 of 6 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 i Floor/Foundation 31.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.34 0.31 Door 0.31 0.31 Heating System: Cooling System: . : Water Heater: Name: Date: Comments: ,T -7� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compfiance,(7.80 CMR 5301.2.1.1)1 THE OSPREY MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(37sec.gust)..............:....................................... ........ ..................... .......................110 mph' p WindExposure Category................................................................ ......;..............................7............:........B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories :52 stories. RoofPitch .....................................m.............................. ....(Fig 2) .......................... ......................12 5 12:12 MeanRoof Height................;.................................................. (Fig 2).....;.......:.......:..........I............;;.....16 ft :5 33' Building Width,W ................ ............................................ (Fig 3)..:.............. .........I.................... 44 ft :5 80' BuildingLength, L .......................... ........;...................... (Fig 3).......................... ........ Wft 586' Building Aspect Ratio.(LNV) ........................ ..............(Fig 4)................ ..........AW...... :5 3:1 Nominal Height of Tallest Opening2 ................ ....... ....... (Fig 4)... .......... .......................... 6'.;8":5 6'8" 1.3 FRAMING CONNECTIONS General compliance.with.framing connection.s:.:..*.,.*--*.......(Table 2) ��..........q... ................................. .............. 2.1 FOUNDATION Foundation Walls meeting requirdments of 780 CMR 5404.1 Concrete........... ............................I..... ......................................................... . Concrete Masonry.....- ........................... .............................. ........................................... .................... N/ :: .A 2.2 ANCHORAGE TO FOUNDATIOW" :. q 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an.alternative in concrete on .............. '38 general ............... ... (Table ............................. �81 Bolt Spacing Bolt Spacing from end/joint of plate (Fig 5).. . .....�..12 in.- 12": z....................... .......................... p Bolt Embedment-concrete.............;.........................: (Fig:5).................................... 7 in.: T' Bolt Embedment.-7 masonry...................... ....... (Fig 5)....:.......;............................. . in.�:15" N/A PlateWasher X 1/4"................................................... ........ (Fig 5).................... .......................... 3"x-T 3.1 FLOORS Floor framing member spans checked ............ ............. (per 780 CMR Chapter 55)................................... q Maximum Floor Opening Dimension............. .... ........ (Fig 6)...................................................12 ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from'Exteri6r Wall (Fig 6) .. ....................... N/A q Maximum Floor Joist Setbacks Supporting LoadbeadnoWalls or Shearwall..:..... ....... (Fig 7).....:.: ft :5 d N/A ............... Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or She&wall.................(Fig 8).......................... ...... ............ ft :5 d N/A Floor Bracing:at Endwalls........ .................. (Fig 9),......... 44' ................... ............................. Floor Sheathing Type ................................................... (per 780 CMR Chapter 55)..................:-............ Floor Sheathing Thickness .............................................. (per 780 CMR Chapter 55)....................:.....3/4 in.. Floor Sheathing Fastening............... ................................. (Table 2)...........8 d.na-il§at.16 in edge 12 infield p 4.1 WALLS Wall Height Loadbearing walls....... . .........................:.:.'.,(Fig:10 and Table 5),....:+........................8 ft :5 10' Non-Loadbearing.walls. ...........I................ ....... (Fig 10 and.Table 5)..........................iIA8 ft :5 20' Q. Wall Stud Spacing: ................................ ........ ....... (Fig 10 and T ble 5).................. 24 in. 24"O.C. Q. Wall Story Offsets ............. ........ ................................. (Figs 7&8)...................... ft :5 d .................. N/A AWC Guide to Wood Constructian in High Wind Areas: 110 niph.Wind Zone Massachusetts Checklist for Compliance.(78o CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls,-.,.,-: ........................ ........... (Table 5),.. ::....:.....................,:..2x6=8 ft 0 in. Q Non-Loadbearing walls.. ....... .... ::..... .............. (Table 5)......................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs........................ .:.:....,::...... (Fig 10),.. .......... .....:........ Q WSP Attic Floor Length......................... ..: .......... (Fig 11)::. .... .......................... . ft>_W/3 N/A : Gypsum_Ceiling Length(if WSP not used)................. (Fig 11).........................:....:,.. .........26 ft>_0.9W: : Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c::. (Fig 11)........................:. ................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking Q« 4 ft.spacing intend 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 Openinp.(record largest:opening but check all openings for compliance:to Table.9) Header Spans .........:.....:.,.;..;....:;.:.....................:.,(Table:9)..............:.........;,.,...::.......6 ft 0 in.<_11': : Sill Plate Spans ..................................................:.. (Table 9)............. 3 ft 0 in.<i f Q Full Height Studs. (no.of studs) :..:..:. ....:....... (Table 9): ............................. 3 Q: Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..................:.....:::............................:..(Table 9)........:.........,...:::::....:........9 ft 0 in.<:12` : Q Sill Plate Spans.....................:.:.................................. (Table.9)............. ft in.51.2;, N/A Full Height Studs(no.of studs)..........:.. ......... (Table 9). .............................. 3 Q Exterior Wall Sheathing to Resist Uplift and ShearSimultaneously4. Minimum Building Dimension,W . Nominal Height of Tallest Opening2 ...............:........................................:... . ...........6'-8 :<6'8" Q Sheathing Type..........................::.......:....... (note 4)..: ....,....::......................:::..:::........WSP Q : . Q Ede Nail Spacing... ..........:. Table:TO or note 4 if less......::......................3 in. : Field Nail Spacing'....:. ...7................ .......::(Table 10)..............:::....:...;........................12 in. Shear.Connection(no.of 16d common nails)(Table 10): ............................. ...:..............4 Q . Percent Full Height Sheathing (Table.l 0) ...................59% Q . . . 5%Additional Sheathing for Wall_with Opening>6'8"(DesignConcepts)............. Q Maximum Building Dimension,L Nominal Height of Tallest Opening?..:::......... ............: .:.:........................:...:..:..:6 r8"s 6'8" Q:: Sheathing Type..........:.....::......................... (note 4)............... ......:..::.......... ............WSP Edge Nail Spacing...::..:....:..........................(Table.11 or note 4 if,less).............................3 in. Q .......(Table 1.1J .:...: 0 Field Nail Spacing .,..., ::.:......................... ..........12 in.. ...... ........ Shear Connection(no;of 16d common nails).(Table 11).........................................................4 Q Percent Full-Height Sheathing............ ....:...:(Table 11)........... ...............................31%° Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).:.:.....:......... N/A Wall Cladding Rated for Wind Speed?.................:,;.....................,...:..::....:.......................:.:... ................. ......,.. Q A AWC Guide to Wood Constructiop in High Wind Areas: 110 nzph Wiizd Zone Massachusetts Checklist for Compliance(.780 CMR 5301.2.1.1)I 5.1 ROOFS Roof framing member spans checked?......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ........ ....... ..........................:(Figure 19)..............2/3 ft s smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift......::...:..............................:..(Table 12).................::,:,.......:;.............U=236 plf Q Lateral....................... :.... Table 12 .................................. Shear......................:: (Table 12) 5=77 plf Q . .. . Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..............................T= plf. N/A 20 s smaller of 2'or U 2 N/A Gable Rake Outlooker........................................(Figure )............. ft_ Truss or Rafter Connections at Non-Loadbe.aring 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.......................................... (Tablet)........................................................ ....8d. Q .. THE OSPREY MODEL C.OTUIT MEADOWS MEETS THIS CHECKLIST.IN ITS ENT IRETY,.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 ill. 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 sheathingand 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 w'itli 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. ORtwo 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 plat eat first floor framing. V. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical:and Horizontal Nailing for Panel Attachment. I AWC Guide to Wood Construction in High Wind Areas: 110 nzph WUZd:Zone Massachusetts Checklist for.Compliance(780 CMR 5301.2.1.1)1 -MEN.THIS EDGE RESI ON FRANIPi(i USE 8d NAIL$ 11 11 i .. .. ... . O f1 ry .. 11 YY 11 IN ig 1 2 1 11 ' r�' IL 11: 11 1 W i 11 ~ 1 11: 1 1 3t 1 A - L U OLEEDGE HAILSPACM. tL PAN See:Detaifon Next Page' .: Vertical and Horizontal Nailing for Panel Attachment e AWC Guide to Wood Construction in High Wiud Areas: 110 rnph Wind Zone Massachusetts Checklist for Compliance(700 cMR 530 2.�.�>1 ; w ; IL � � FRAhgINGMEMBER$ � � � RfUERMEDIAT£ 3'M STAGGERED.. .. . NAIL PATTERN 9 PANEL PANM EDGE DOUBLE NNL EDGE SPACING DETAIL _ . Detail Vertical and Horizontal Nailing or'Oanell Attachrbein:. . . . --__- — -- -_— _-- SMOKE 0E7EGTtla li V15W50 N � BARNS BUILDING DEPT, D r V N Ln FIRE DEPARTMENT DATE „ LV --- _---_- _ -,11^ EOTH SIGk/TURES ARE REQUIRED FOR PERM177ING4a - il`�eI _J n OD __ --- --- CARBON MONOXIDE ALARMS � W 0 MUST BE INSTALLED PEA ® E- � _ MASSACHUSETTS BUILDING CODE * Z X - I ---I - -- -__-- J II I IliTii� W LL C3 ID N ®f��® Ln Ld FRONT ELEVATION a z ---- ___- -_ SCALE: 114". I'-O" �. m O Lu = Q lu p -- -- j tu (LL " m~ W I � W. -J N III i � r � 0 i I LI—i' Ll SHEET1!1 REAR ELEVATION 11 SCALE: 114" = I'-O° DATE:DRAWN BY: KW 6KV4 N ' M WINDOW SCHEDULE N KEY OTY DESCRIPTION MAKEMODEL - Q - A 7 DOUBLE HUNG 6/1 ANDERSEN TW 24410 �g 0 B 3 DOUBLE HUNG 6A MULLED ANDERSEN TW 2446-2 ` ®I Lo G I OOVBL.E NVNG 6/I MULLED ANDERSEN TW 24410-3 D 1- AWNING ANDERSEN A21 - ^ O E 1 AWNING MULLED ANDERSEN A321Li F 4 AWNING ANDERSEN AW251 J L . W 1 CASEMENT ANDERSEN C235 I I SKYLITE VELVX VS 1i O J I OI DOOR TRANS ON t247L6.14 LUTE ^I --- 00 LL-JJ�=J CONTRACTOR TO VERIFY.WINDOW SIZE 4 QUANTITY •AND OPENING REQUIREMENTS. Y. � LL LLf n : w c ® m n 00 in o I� 0 L---J ✓� O I I m ' u M a W ' u RIGHT ELEVATION SCALE: 1/4' - P-O" S� F-3 Q� Z = 23 - j F- - IN� Lu F V cn N c ❑ Li S/F�IEETs EFT ELEVATION JOB: 1110 SCALE: 1/4" DRAWN BY: KW DATE: 6/7/II - J 20'0. cv ib'-2• 9'-B° 26'-2 1/2• W-2• 8'-0°, 4'-0° 5'_6' 6'-q• Id'-5 V2• _ W-0° N DECK = �^ aF 4 in cl wuaP r—n o i end Z POWDER I'M i- r—`�.j J L---. / 26 l I r---- - rob x 4a-� ; , b _ KI 29 �52 w 4'_D I L——— O c e MASTER c LAUNDRr❑' I c m ,I I r----------- — BEE) Q I m n C R ® }2 D jF�F� //,- ❑. I ,itJ (4)AW261 b TW 24410 © ! 1 O 00 I ( 26 T10,aS T/6• in Y sr a O nLa so va•:bo T/S• �.c,,, tr"a'-,ID'1 s'-a° 2'-s• I (J) [A 'c 9-3 I/2• 6'-10 3'-6 / M o J 2 6 V"m POST W -•mV W10.45 STEEL E FLUSH — ----- Z ———— 2fi UN M1. _ 2-4 _ -- --, 4.6 VLAM POST m m m a ASTE = I I 28 TILEEAT — } - I I RATED OAK ' OPEN Tc LIVING PM - ` A c J 0 E '�1� , Lu • M 2 F , q v S UTE v V 1 s r m I 1 — m a �N $ r i s GARAGE "-' Q Q A oh 4'W to5'_2• T,,_bn9'-4• Ai ,Qi W 244 (L F J x6D o ---- m SHEAR WALL COMPLIANCE, I I V W- Sq%OF EACH WALL RUN o VERTICAL SHEATHING WITH Sd NAILS 3- EDGE/12° FIELD I SEE NARROW WALL I `p�f (4)16d NAILS PER FT SOTTOM PLATE I BRACING PETAII, L- 31X OF EACH WALL RUN a I TK/ 9=TCRAN - 0 VERTICAL SHEATHING WITH - 8d NAILS S° EDGE/12° FIELD (4)16d NAILS PER FT BOTTOM PLATE o SHEET 24-0 • ' A3 6-3' - 2-6 FIRST FLOOR PLAN JOB: 1110 SCALE, 1/4' - 1'-0" DRAWN BY, Kw DATE, 6/7/II N 24'-4° 17-se N 03 211 —_— -- - — E' q I'I III'III I II'I - OAK 2fi BED ARM #2 -- .Q 22 ` — 6�1 Q O TW 2446-2 1 - __ __— . � 2 fi -- Few ��y 00 C 60k66 7/B° - �- r \�-T.I` 9'-s In• z 61 z )(► O BED RM #3 !A �)ae -- GAFCPET FWSN a Baru #2 - — } z 8 KNEE WAIT 3-I IR B:_1 vY 2fi LNemdp I, IIIII !! 'III Q - c _ PEEN TOO. ;— — II I,I III III��I�I�III IL '� IIIIII Il 11 I."II ' -- ---- — i ! III I.all!I ilil! III III IIjII'I ljl�i' ' 2. --,I,IIf IIIIIfIj! IIII Lijll�1+II IIIiII I' I,IIII' III _— — i; 111 i IIIII II II' !il 11 Ili W — l c _ + III II II' I'li ifl III Ifl I !I 1 II I U ith I i Itll!Ili"I�i II III II 1 I I I'I Ili I I i' - - �_ '—— ill III IIIII I -.jl! I I I. III ' III I II III I II'I t�l Ifll 1 If I TIN l !f IIII II� j IIII , _1 II .III II III I I'I I'Illl!I - IiIill ) I� !III � ' IIII il!I�III III I'� III I III !I I 'f I' I III IIII I I' I Z O Ili' ' 'I I I f Il�ll I I _ II' I I' I I I III 11 I III ! I IIII I'. Q 4 III IIf�'I�IIII I Ill�t,i Il'! .III it I!' IIII I'. N Q W II;: I II.I '1 '� I IIIII I IIII, Ili W a [a... I I• II�. J 5WEET SECOND FLOOR PLAN A4 SCALE: 1/4" . I'-D" JOB, 1110 DRAWN BY: KW DATE, 6/7/11 54-0' ____________________________________________ - 1 14'-0' 10'-O• 5'-O° 1�- - 20'-d -�,2'-0' V-0- 6'-2° � 2-200 GIRD V N 6.6 P.T.POST ; GALV.METAL POST ANCHOR O- - d In L p -j n DROP WALL DROP WALL TO SLAB TO% i L00 �b ' TW244I0-2 I - 10'x5'-q'CONCRETE WALL '' ....� I i� L 20•x10'CONTINUOUS FOOTING = peol m WX60 7/6, I WALK—OUT BASEMENT U LL.. 5 1/2'CONCRETE BLAB .6 MIL VAPOR BARRIER DROP WALL �� 0 H ti i L— �O r 6'-5° 10'-0' 10'-0° 0 w I r !A r -� I .1.. l 1 ( -1 I ,`.i 1 f—1 'I - �m m Lil .I DROP WALL-1 -- L`_J L-J. — L—J -� L—J Plcr I Q O m m (L 10•xB'-q'CONCRETE WALL �f w - _• _— -,t..%'. 20•x10'CONTINUOUS PoorDROP I f I o --- -- —————— I r ———————i rFSET2'TOALIGN STUD - N b ' I WALLS I ° ZGAPAGE 0 NOTE. I ",I 4'CONCRETE SL1.6 Q LLI ANCHOR BOLTS 75 I _I, W/6xb WWF I LLIEMBEDD Z SPACED 32°O.C. I I 6k3'-q'CONCRETE WALL I I Q=„ Q 12° FROM CORNERS Q I I Ib'x1o'CONTINLIOU9 EDDYING �---- t- WASHERS 3°x3°xl/4° C4 D 3 I ;:.I I ., u - OUNDATION FLAN , .: � �..:; `iO AT DOORI— J -- ---------- ------ AA�EET5 JOB: 1110 DRAWN 5T: KW DATE: 6/7/11 N M N Lo LO 04E VENT � O 00 Z r-o• ® ►- c R-SS INSULATI 2f6S G 16 0.: 2600 ASPHALT SWING OVER In CDX PL l� ®t La O OVER ASPHALT PLYWO DD OVER 5/6'CDX PLYWOOD _ tt • O. - BED RM #3m - - 2 X 10 RAFTER V 16' 12' - - _ R-so INSULATION .- 2 X 10 RAFTER•161 CC _ STiNEGANE CLIP' �t2 ._* D ` FASTENERS AT ALL Ik f�1 Q NURRIGANE CLIP' RAFTER//GTTIP ON AT ALL s TP (n. RAFTEFASR/STOP PLATE FASCIA uEIGHT TO MATCH HOUSE n JUNCTIONS TTP. 2x101.0 16'OG ?r0 Y I6 O.G. VENTED DRIP EDGE T - SOFFIT VENT-� r (RrreAA co R-SO INSULATION - - _ W♦ X Lo MASTER m LtJ ALL wINDOWs TO 3EMDERSON wwDows BATH - GARAGE Q O MASTER BED 2 X 4 STUDS 0 16'OC P m 2 .•24'OG 2 V2' pOF+ I WWIE C®AR x6' SHGDX M4LE4PLY WWOODER tom♦1! ' 4•POURED CONCRETE SLAB Z W..1 16•CC ... 9 I/2'LVL GIRT In LLI -SO INSULATION ! - POURm CAN'C..WALLS y 2'X 6'PREssURE TREATED�fLL 8'-9'BT s'TWICK 2'X 6'PRESSURE TREATED SILL OVER SILL SEAL V OVER SILL SEAL POURED CONCRETE F'QOTIw IY BASEMENT w x 10 V CONIC.woos 7'6'x s• . 4•.POURED CONCRETE SLAB --------------- VAPORJ BARRIER CROSS SECTION A POURED FOQ'TINft .. II - 16 X 9 SCALE: 1/4 - 11-0" Z O CROSS SECTION 8 QLu SCALE: 1/4" = 1'-0" R W cn n� � C4cli p to u . H O NOTE, SWEET CONTRACTOR TO REFER / _ TO WFCM I10 X B qND (ems/q CHECKLIST FOR ADDITIONAL WIGH WIND TECHNIQUES ATTACHED TO DRAWINGS JOB: 1110 - DRAWN BY: KW DATE: 6/T/il • --------------- f"D6.E VENT O-c • 12 IRS V O.G. 12 - m S+/2' s� RIGID WIND WDGE BARRIER REL%11RED (3 2R'. 16. ` O T EXTERIOR EDGE OF EXTERIOR WALL BEARING OPENING ' TOP PLAT FLUSH NDR Lo 'HURRICANE CLIP• [� FASTENERS AT ALL - ` m-m RAFTER JUNCTIONS TOP PLATE ALINDRYI Q 280n ASPHALT SHITING-ES TYP 1 2' BATH O - ,Ey w Lo OVER I/2'CDX PLYWOOD 3'-3 I �- IN HALL BED GL GLm a FIRST Loc1:INGAND 4'-O'O.C.. �J J � T4YJ.MIST RAFTER ` HAYS FROM GABLE WALL i/ �' 2 X 10 RAFTER O Mta �.w W O JWU NI-0.0 I6 0 IJI 2zio"0 I6.OC U F SOFFIT VENT r WIO X 45 STEEL I SEAM � W R-21 INSULATION U LL. 0 gym/ o ALL WINDOWS TO BE ANDERSON WINDOWS LIVING KITCHEN Q .- U 2x10's i 16'a 2.10.0 I6•OC U ® N W �-50 )13/4•x 9 I/2'LVL GIRT - Q ' - INSULATION - 2•X 0 PRE-SURE TREATED SILL �j OVER BILL C'EAL v << Q O CONC.WALLS 7'6•X B• BASEMENT 4'FOUR=CONCRETE BLAB . ! I� m a 5• O.G. POURED C24CRETE FO X1'I _ . 16 X 9 w CROSS SEC71ON C zR's 0 16-O c. L2 � SCALE: 1/4" = 11-0IN �� U •NURRICANE CUP' - U I-3 FASTENERS AT ALL Q Q RAFTER/TOP PLATE JUNCTIONS 1YP. m w Q DINING e (L w GARAGE a (n nO U N 2.10.0 16•OC (V - (5)15/4•z 9 I/21 LVL GIRT _ POURED CONCRETE FOpfINy i X 9 BASEMENT SHEET NOTE. /+ /+ CONTRACTOR TO REFER GROSS G I ION. vvvIllppp TO WFCM It X B AND LE CHF-CKLIST FOR ADDITIONAL L� NIGH WIND TECHNIOUES SCALE: I/4" = I'-0" ATTACHED TO DRAWINGS .1a3: 1110 DRAWN BY: KW DATE: 6/7/11 JOINT DESCRIPTION .meen:or wl�arAu N lu aox wlu �EXEND HDR TO CORNER � 2,6 DEL TOP PLATE ROOF FRAMING (y N lun° mw To rtAlrrn rum wlLeo eAa om (8)FULL HGT.STUDS WALL FRAMING eA�l um Q JACK STUD -\ - NAIL TOP?LATE - Tee Ai n+TapnvcimNa(IAce wlueo) hsd a-ue AT bnfB C TO 6TO OF HDR u��fOs u0(P,vt w.l�en) _`w =4•e.e. �N C, _ W/2 ROWS OF 16d NAILS ert(fAce wnpp) =4'oc AtONc Czep a 3'O.C. FLOOR FRAMING - L 9 STRUCTURAL PANEL o M T°P PLATe OA piR➢e°t(Toe wltID) — h bIGT J i NAILED 8d COMMON CONTINUOUS HEADER ps ouilrtsw To pu Tat Purees wn.ep) - s iM 4-Ise cW p J w 0 S•O.C.EDGE AND FIELD HEADER O MULTIPLE OPENINGS - LpOet° TIIP TD e<� p-Ise 5 r� .v:<IAcewneo) hlse Pa�a.laapi �oa N a W LIDGOI To pu Cw wII.Ep) satl p-Ktl M - a0.n^J bNT TO JTpT([Im ItS) 6-Ifd ah-'IW Pert.°TaT [L O�,MJ JWM M MLL OR MI P4T[[TO!wlLm) 9-ItD b PfR Pool - O ROOF SHEATHING ® L IA DOOR TRIMMER STUDS • [�' 12'00 aTWKTUfLLL PAN6p -. a vapta pPA®w o I.•o.c w .•eater'1= �] LZif Ttllea®aPAu9 wall a•0.4 m lod 4'eoGlJi'II6D 5/8°ANCHOR 5OLTS �� u sg"'�• wewU,NG m Im c'moe�s'noo U w/8 x3•PLATE WASHERS "✓prnUGTURAL lo! s•e0�s•FlEiS r., Gel1 esi¢wI.LL FMa ae RA%e Tropp uJ tWaJT ptWrH mGv4'n¢D Iy Q 7N CEILING SHEATHING _ O aTPd°'1 YMLLpGRD 61 T6"I..Qi9 - T Ca'fJIV neLo I WALL SHEATHING WPJ pTIY°TYML PAN[12 ,^ A ' - BNpp aPACm b TO oP O.0 W Iftl a'lmaET!•FlFJ.O V I x'.WD.yam F��GIm fAN6H • 4. p! - Y�CAV C Flm 15,y�Pu,R•u�..wan FLOOR SH �EATHING - �I 0 . „�6TRCTVRLL PAMEI.p m m1 eoGFll'Fl[tD L0 crteATue Tww r _ I.e ua s'mcva•new Lu NA OW KALL BRACINri AT GAgAag nWR Q Z m SSCALE,N.T.B. O m IL THT J _ PT 2z(0' a 16°o.c U J _J �u) 2x10'p Q z O IIIipIII°c. = a W W WIO.45 STEEL FLUSH (B)9 1/2° LVL GIRT V 0 o n 0 v V NOTE I - - IP CONTRACTOR TO REFER - �. TO.WFCM 110 X B AND # CHECKLIST FOR ADDITIONAL NIGH WIND TECHNIQUES ATTACHED TO DRAWINGS O J SECOND FLOOR FRAMING FIRST FLOOR FRAMING 5HEET SCALE: 114° - I'-O° SCALE: 1/4° - I'-O° AB JOB, 1110 DRAWN BY: KW DATE: 6/7/11 k Foundation Certification in. Barnstable, Cotuit, Ma. , 02635 Location: . Lot 25 N 232 Pheasant Hill Circle Subdivision of Barnstable Assessors Map:_ 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 y H annls MA 02601 , Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone - (508) 771-7502 Fax — (508)-771-7622 Job Number: 2005-214 Scale : 1" = 20' 07-11-2011 /M ASHPEE. Q a a TOWN OF . - t� TOWN CD 24.40, S 83 30'42" W 10UNE a Cn 1375.779 TO 87.78' 263.59' LOT 25 8,827f S.F. 0.20f ACRES 0 54.0 N N J , EXISTING FOUNDATION 2.0! rn 7- ° o #232. . o DATE: 07-07-11) 0 N (LOCATION g4.8'01 n� -T. 0. F. _ °'- 16.0' o 24. • 0' 18.6 91 C 4.0' P CL LOT 24 1a.o' LOT 26 N` f N 721.37� �..�.. •. �•- 871.91' TD 87.13' •� S 83 37'.13" 63,41 W - T HILL CIRCLE PHEASAN o . b . -{`- a C d 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 cf PREIMETER MONUMENTS, SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A oSy s . SPECIAL FLOOD HAZARD AREA. \ ►s THIS PLAN IS NOT TO RECOR D NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. �, 2M74 Q_ ctsiv.��o REGISTERED PROFESSION kl� LAND RVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE k 0 O GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL FLOODING. PROVIDE (1) 6' DIA. x 6' DEEP 5. ENVIRONMENTAL NOTES. LEACHING BASIN w/ 1' STONE SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL SURROUNDING (OR ALTERNATE CONCERN). M EQUIVALENT VOLUME OF 289 CF) 00 VEGETATED 12" CONNECT ALL ROOF DOWNSPOUTS SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Q DEEP RAIN GARDEN TO LEACHING BASIN WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Z (250 C.F. STORAGE) HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS TOP=58.0/19OTTOM=57.0 PROTECTION ACT REGULATIONS (310 CMR 10)." 5 ST30'42' W ,� SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." '87.78' / ,' / SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 "PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES —/ 'r ,/ ,•' / UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, ,• // REGULATIONS (321 CURIO) X 57.0 , i / SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA PROPAS� LOT 24 CONSTRUCTION NOTES, / SLAB, N $4 DROP WALL 32 2 0 N 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE PROPOSED HOUSE . 2 OUTm72-(y 3.0 I SUBDIVISION CONSTRUC110N PLANS FOR COTUIT MEADOWS, DATED I WALK 6125107, SHAM HEREBY APPLY TO THIS SITE PLAN. g •,,'S INV.-60 41L ,'' 7 / 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM • (MIN) w / THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, ,COT 26 //�� N ��'ti� ., ' / 18 3' /� DATED 6125107, SHALL. HEREBY APPLY TO THIS SITE PLAN. // c 24.0 70.1 / / 3. SEWER BUILDING CONNECTIONS: - MIN. COVER SHALL BE 3 FT. N 4, - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES ' AS REQUIRED BY BARNSTABL.E DPW. ,� � / � � I � -�err �..► - '� *OT 25 � : 8;827± //S.F. N o S a. 4' SEWER .20f �ACRES�� CURB 7 ISER SERVICE �� qy STOP S H� S3 Cotult Meadows Subdivision / INV I .95 DC '---;,E/oc 69.32 S S — _ Cotult-Barnstable, Massachusetts d E/�C ,' - �S PREPARED FOR 2 " s '' S __--- ILL CIRCLE 14+ ___ COTUIT EQUITABLE HOUSING, LLC s ---�� S,' , ' ----{-pH SST W ._ P. 0. Box 95 01 _____ W-}- W.--- Centerville, MA 02632 TITLE G `^ o � Site Plan W --- ' � � " " Lot 25 . 232 Pheasant Hill Circle i NAIL IN 12 O—AK-.--1 BAXTER NYE ENGINEERING & SURVEYING LOT 58 ts' ABOVE GRADE r'C Registered Professional b w Engineers and Land Surveyors 000 1 78 North Street,3rd Floor,Hyannis,MA 02601 ��"OF MgSs 2 Phone-(508) 771-7502 Fax-(508)771-7622 �� w G) I MATW. G� CI u, No. 1 3 20 0 20 40 o SCALE IN FEET FSSIONAL ECG SCALE: 1" = 20' DATE: 06-24-11 REV. DATE: REMARKS Lor-25 y DRAWING NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214