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HomeMy WebLinkAbout0051 OSPREY DRIVE /Lo7— d 60-3 _ _ I i Duct Leakage Test Form Customer Information: Test Conditions: Name: RAY 15. Date: W13 /I Address: Time: City: C�N 12(J'I 1 F - Indoor Temperature(F): State/Zip: I'1'1� a Outdoor Temperature(F): Phone: � _ 7 C)H Floor Area(frz): 16 Email: System Airflow(cfm): kyo Cooling Size(tons): Heating Size(btu): n r� Building Address' (if different from above) Primary Location of J Street: '5 1 os piw 'J2 i V Supply Ductwork: 1�'£�'JfN City/State: 50-fu i T M A i Primary Location of Return Ductwork: Comments: / r N r < N IC J scj' �c _m is f, Ta„ C. Total Leakage Test Depress Press P a) Outside Leakage Test Depress Press Test Pressure: ( Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Flow Ring Fan Press Flow Duct Flow Ring Fan Press Flow press.(Pa Installed a cfm Press. Pa Installed (Pa) cfm) C. Fan Model/SN: Results: Outside Leakage(cfm): `�a —� Fan ModeUSN: Outside Leakage as% System Airflow: Results: Outside Leakage as n Floor Area: Total Leakage(cfm): / 9 Total Leakage as% k ' System Airflow: s to Total Leakage as% Eric Whiteley Floor Area: W.VERNON eric@wvwhiteley.com o 28Village Landing P.O.Sox 1266 PLUMBING•HEATING W.Chatham, MA 02669 AIR CONDITIONING SINCE 1952 T508.945.1100 F 508.945.5549 www.wvwhiteley.com .�::., �" ��� �� r �� r'��. S � Os �-�. �' � � �. Town of Barnstable Building Department - 200 Main Street ALE, * Hyannis, MA 02601 9$ 1639. .�' (508) 862-4038 Argo�a Certificate of Occupancy Application Number: 201106069 CO Number: 20120016 Parcel ID: 002002063 CO Issue Date: 02117/12 Location: 51 OSPREY DRIVE Zoning Classification: RESIDENCE F DISTRICT 4 Proposed Use: DEVELOPABLE LAND >. ..Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE ■ c pFtHE � Bu -ding b 2.01106069 Permit _t BARNSTABLE, Issue Date: 11/15/11 :i •I MASS. 9� i639• Applicant: BAYSIDE BUILDING INC -i, ArFD �p Permit Number: B- 20112499 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/14/12 FTM Location 51 OSPREY DRIVE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002063 Permit Fee$ 841.50 Contractor BAYSIDE BUILDING,INC r . .' Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 165,000y. , Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 1/2 BATH CAPE WITH AN THIS CARD MUST BE KEPT POSTED UNTIL FINAL '.' r ATTACHED ONE CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A i 0 .1 CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH i Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL 0tit Address: PO BOX 95 INSPECTION HAS BEEN MADE. r CENTERVILLE,MA 02632 Application Entered by: RM Building Permit Issued By: '~d d THIS PERMIT CONVEYS NO RIGHT TO.OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANYTART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS'ON PUBLIC PROPERTY,NO ` . .`. SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS'WELL AS DEPTH AND,LOCATIONOF PUBLIC.SEWERS MAYBE 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: 1 MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: ;i 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. k,3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. h k.$6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. 1 [ *r=` WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. a 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). Inaek f as BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS r c �L oZ�(RHt�k. 2 Ns Is�vg�i�� 2 z {5 ! t-x K1�r fJ 4 . 3 1 Heating Inspection 4provals Engineering Dept Fi7j7 re Dept Dept 2 r o ealt l' 'V. ;� pp F. ,'•t r.�.w' ,t,„_.,. 1..._. ,s�.4'.e .;.:Y,.�t�_.d ;.r'i`�«�' ..a:4�,S:.an .... .."" �-:. ... t r.: ... t..0.,f�. k�'�,-,i.' ,. .N?:.^ .,+e§.*'. �.�.s` .s^.✓7. .i.._ .., �s�'= �� F f` r . �^iz. _. _._ �segadav,�. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map UOa Parcel' ©O,2 . O G 3 Application # f f C)(,06,0q Health Division Date Issued i Conservation Division Application Fee Planning Dept. 1Z ►16�• Permit Fee4 �3( � Date Definitive Plan Approved by Planning Board Historic - OKH M� _ Preservation / Hyannis (Z Project Street Address j!;-! 05P0?,e Y /?/Z, I vim, Village C'd7'1/ /7- Owner 607701-r 9•01/i7- g0d6lAt G,LC Address f?,G, 30)e CNrg2 V t'L Telephone -771 .L D '/G ' Permit Request C'OtiS eOC-r ,f _66 Dedam Z `�z 13,+TH C APB k/! T iq TT,-tGzt¢y Cv42 9k4l,? Square feet: 1 st floor: existing 4—proposed �l/,� 2nd floor: existing -- proposed B6 Total new Lid Sal Zoning District � Flood:Plain Groundwater Overlay Project Valuation,0 5 M Construction Type FOOD j2Rf}-11145 Lot Size 9 76q _ Grandfathered: ❑Yes B'Igo If yes, attach supporting documentation. Dwelling Type: Single Family Id- Two Family ❑ Multi-Family (# units)_ Age of Existing Structure /',94," Historic House: ❑Yes M"o On Old King's Highway: ❑Yes 21 o Basement Type: YFull ❑ Crawl YWalkout ❑Other Basement Finished Area (sq.ft.)� i Basement Unfinished Area (sq.ft) 97� Number of Baths: Full: existing new Half: existing new Number of Bedrooms: _ existing . new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: U/Gas ❑ Oil ❑ Electric ❑ Other__ Central Air: RI Yes ❑ No Fireplaces: Existing New _ Existing wood/coakstovS'❑Yes Ulo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size Barn: ❑ existing :new size_ �YK _ 2 Attached garage: ❑ existing S new size _Shed: ❑ t existing ❑ new size _ Oher: Zoning Board of Appeals Authorization ❑ Appeal #_ Recorded ❑ Commercial ❑Yes �(o If yes, site plan review # trJ 6�8'B Current Use V4C,4)v L07- ' Proposed Use �l.(/O� d%�9rn>�Y L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A Telephone Number ® �— Address ./ °� QS License # 11O �6 z/5 a 2a 3a Home Improvement Contractor# Worker's Compensation # IVff 467311OO �O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �Gi����l V&�� SIGNATURE ` DATE r FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED ..MAP/PARCEL NO.,-- ADDRESS VILLAGE r OWNER DATE OF INSPECTION: 5 Q i i,^-FOUNDAT ION:"�.f�f�, bt` r< <��r k � I d IMw > FRAME ��c ' gv it r . et /LILT` � fROVI t o INSULATION!131,vS; FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:- ROUGH tv_.•5�2� FINAL e,FINAL BUILD.ING`".' .DATE CLOSED OUT : ASSOCIATION PLAN NO. Department oflndustrial Accidents v Office of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): / i 1l J' bF // C Address: City/State/Zip:a5�;M OLLF A4,f 02, 3.�?, Phone #: Are you an employer?Check the-Appropriate b Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. ew construction_, employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet # 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL : I1.❑ Plumbing repairs or additions myself. [No workers'comp. . c. 152;§1{4),and we have no 12.❑ Roof repairs insurance required:] j employees.'[No workers' . - 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information:. t Homeowners who.submit this affidavit indicating they are doing all work and then hire outside contractors must submit. new affidavit indicating such. . $Contractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'comp.policy information. I am an employer that is providing workers.'compensation insurance for my employees. Below is the policy and job site information. Insurance Company an Name: .. . f Policy#or Self-ins. Lic.#-. e6 Expiration Date: IiI3 Job Site Address: 05p/e g Y City/State/Zip: C T y 1 T Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section25A of MGL c. 152 can lead to the imposition-of.eriminal 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 may be forwarded to the Office of Investigations.of the DIA for insurance coverage verification. I do hereby cei-tify under the pains and alties ofperjury that the information provided.above is true and correct S6atare: Date: Phone#: 7: 21""l QIJ Of Trial:use only. Do not write in this 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 All Cape Garage Door 06/01/04 10/07/11 06/01/04 04/01/12 Aluin inum 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 Forms. 06/05/07 09/29/1:1 12/07/07 03/01/12 Carpet Barn Inc 01/01/06 05/01/11 .01101105 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, Inc. 01/22/08 08/27/11 02/06/12 02/06/12 Cornerstone dba Tony Al ede 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 10/01/11 Davids.Building.&Remodel -01/01/07 01/0.1/12 06/14/04 03/01/12 D.P. Fuccillo Construction Inc. 10/20/06 10/20/11 10/20/08 10/23/11 Govoni Land Services 05/31/04 03/01/12 07/04/04 03/01/12 Hill Construction 04/29/07 04/29/11 08/14/04 08/14/11 Kitchen Ap1�Hance Mail 08/12/04 08/12/11 01/01/05 Oi/1.0/12 MAP Insulation 10/O1/07 10/01/11 : 10/01/07. 10/01/11 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 04/01/12 Morse's Masonry 03/10/07 03/10/11 10/11/08 10/11/11 Reed, Mel 07/21/04 04/01/12 .07/21/04 04/01/12 Steven Johnson- SMJ:Carpentny 04/25/04 10/26/11 04/25/04 10/26/11 Whiteley, W: Vernon 10/O1/04 10/01/11 10/03/04 10/01/11 Wood Floor Specialists 02/03/08 02/03/11. 02/03/08 02/03/12 �op1►te ram, Town of Barnstable ti Regulatory Services �B '$ Thomas F. Geller,Director ��TfD M1'l b, Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 "'w-town.barnstable.ma.us Office: 508-862-403 8 Fax: 50B-790-6230 Prop e xty Owner Must Complete and Sign This Section If Using ABuilder �2rH•✓ TT. PA-CEY, /Y1 G/Z I, C�JTy� e&0I.T /fOO-5 IA16 4.C' , as Owner of the subject property hereby authorize A-15l M e(JGl lt/Q /AIC to act on my behalf, in all matters relative to.work authorized by this building permit application for: . S� 05 Pet V PR -r (Address of Job) Signature of Owner'- Date 7, Print Name Q TO RM S:OWNERP ERM IS S ION TempParcelEdit Page 1 of 1 Nil ,di r t i w 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: 002 002 063 Street Number: 51 µ { Unit: ,W Dev Lot LOT 63 Road Name: OSPREY DRIVE T/R Sec. Road: �' T/R. Villlage: 107 Cotult Part of M/P: MAP 002 PCL 002 __. _, ._.�._.._. .,, ,... Plan Ref: PLBK 617/69-75 (APP 7-62) Date Added: Updated: �Uptlate ; yDeletey,, Adder e'��;°' http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 � � �'�1>5ilt?l�l�.#'��:�— �.Dc'�)4ai'£;T1�T1�4� }3L7�3��•l yi�S3 S I r ' aB„�r7 ct � Re g,a 6J1 af,f1.t;�); _ Sqf .. ... ... Lar_ase: GS 5645 kestr a:tad to: 00 PO Box 9.5 CENTEPOlIL E MA G2G32 Exorat n: 4/19/2 � . av G12 Tr.=; 21209 Resaa acted to: 00 00- Unre5tricted IG-l 2 Family Homes Failure t®poises a:current edition®f the . . Massachusetts State Building Code M As cause.for revocation of this licennse.. Refer$D. �r V.Mass.G®v/l)FS I REScheck Software Version 4.4.1 Compliance Certificate Project Title: THE PHEASANT MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. BARNSTABLE,MA Compliance: Compliance:6.0%Better Than Code Maximum UA:248 Your UA:233 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: - .. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 682 38.0 0.0 20 Ceiling 2:Cathedral Ceiling(no attic) 272 30.0 0.0 9 Total Walls:Wood Frame,24"o.c. 1867 21.0 0.0 88 Window 1:Wood Frame:Double Pane with Low-E 208 . 0.310 64 Door 1:Solid 42 0.280 12 Door 2:Glass 42 - 0.310 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 826 30.0 0.0 27 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Ii Project Title: THE PHEASANT MODEL Report date: 10/25/11 Data filename: C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Total Walls:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0,310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood J oist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 2 of 4 I r (a)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. (9 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Lj Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 171 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 0 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 66.1 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 99.1 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 49.6 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 33.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Fl Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. LI For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Ll HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 3 of 4 Where pumps operate within solar-and/or waste-heat-recovery systems. • Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). r Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 4 of 4 2.009 IECC Energy . . JY Efficiency Certificate Insulation . Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.28 0.31 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: a AWC Guide to Wood Construction in High Wind Areas: 110 nzph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' THE PHEASANT MODEL COTUIT MEADOWS Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust).....................................................................................................................110 mph Wind Exposure Category............................................................................. . . 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story).::.;; 2 stories <_2 stories Q Roof Pitch ............................ (Fig 2)................... ........ ..............12 s 12:12 Q. Mean Roof Height..................................................................:...(Fig 2)...... .....................: 16 ft <_33' BuildingWidth,W...............................................................:(Fig 3)....................I.............................. 24 ft s 80' BuildingLength, L...............................................;...............(Fig 3).................................................:;.48 ft <_80' Q. Building Aspect Ratio(LIW)..........................: ..................(Fig 4)...... .. .......................................2 s 3:1 .. Nominal Height of Tallest Opening2......... ...................:..........(Fig 4)... ..............................................6'-8"5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................ .............................. . 2.1 FOUNDATION Foundation Walls meeting requirements.of 780 CMR 5404.1 Concrete.................... ......... .................... ......... .................... ......... ............................. ConcreteMason ................................................... ..........................:....... N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ........:........:.........................(Table 4)....................:.::.:...:..:.................. 28 : in; Q - Bolt Spacing from end/joint of late...:.:. ..........(Fi 5 ..... P 9 1 P ... g )....;. .......................12 in.s 6' -12" Bolt Embedment-concrete.............:......................:....(Fig 5)..... ......... .............7 in.>.7„ - Bolt Embedment-masonry.., .......(Fig 5)................... . .......::............ in.z 15" N/A Plate Washer................ ......... ...............................(Fig 5)...........................................:....>_3"x 3"x A' Q 3.1 FLOORS Floor framing member spans checked ...................... ......(per 780 CMR Chapter 55) Maximum Floor Opening Dimension............. ........ .........(Fig 6)..... ......... ......... ......;;....:...:..9 ft s 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)......................................I..............—ft <d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)......................................................—ft <_d N/A Floor Bracing at Endwalls...........................:........................(Fig 9)..............:..................................:.................. Floor Sheathing Type ......... ......::.......................... ....;.....(Per 780 CMR Chapter 55)........................ Floor Sheathing Thickness........................... .. ............(per 780 CMR Chapter 55)........... ..... 314 in. Floor Sheathing Fastening.....................................................(Table 2)............8 d nails at 6 in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls......... .......... ......... ...................(Fig 10 and Table 5)......... ......... .........8 ft s 10' Non-Loadbearing walls. ..............................................(Fig 10 and Table 5).............................18 ft_s 20' Q Wall Stud Spacing ..........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Wall Story Offsets ..............................:..........................,.(Figs 7&8)............................................—ft <_d N/A A WC GuUrtm Wood Constructi.on imHi-� Wind 110 inph WindZone �m� � �� ���&�,�/y Massachusetts- - __------_- ---. Compliance- - ``-_-__' -' ' � ' ' - ' 4.2 EXTEeIORVVALLS, Wood Studs h k� �xn o�8 k�Luodboo ngwm| -------------,-----��b�5�--_---------' ' M2 ' ' . ' ' walls...... ...... .............................' ...(Table 5)...................-_ 1OftUin, Gable End VVaU Bracing' Full Height EndwaU Studs.............................................(Fig 10.............. .............. -'............................... VVGP Attic Floor Length.---------------.(RQ 11).--------------. ftgN/3 N/A Gypsum Ceiling Length(if yVSp not used)...................(Fig 11)................................................2Vft�D.9VV and 2x4 Continuous Lateral Brace @8 ft.u�. _ (Fig 11)....................... ......_--------._` N�. m1x3m�Ung�n�g � -� 1G^apao� �spacing 0�4�spacing' jnond��tm�uao ' DoubTopP�� � Splice Length ............. -.__.`--------_�'-V�g13 and Tab�G\ -----�8fL'. ' ' ' GphceConne��n�o of1Gd common m�b4_.--.-'.(Table 6).--_.,_--..-..-.--.--..__--.G' LoadbeahngVVoUCunne�ionu � ' Lateral(no.of1Gd common naUa)...........---^---'(To�eo7�-�'------,_--'�''''-'-=-�2 _ _ _ - ' Non,Loudbaahng Wall Connections - - Lateral(no ofl6d common nails)............ ....................(Table 8 ....... .'----------'...-----.3 Load Bearing Wall Openingis(record.largest but check all openings for.compliance to Table 9). Header Spans .............. ,,----------�,(Tab�SL----_—_��_---'8ftOi��1��� - - - - ' �Y Sill Plate Spans .................................. . (Table�....... ...................................8fLUin. :511' [� Full Height Studs (no of studs).----.. ...__--'(TobleR).............................................................3 Non-Load Bearing Wall OpanmnaV ecord largest opening��uheokaUopeningu�r�umpUanoe0oTab�0 ' ��8�� 1r Header ------`.'..--.--------- (Table ------..`'.`----� � Sill Plate Spans'_----------.._._.---[Tob�Q�-.�.-------' �� �� �h� �12^ ' ' ' Full Height Studs(mzofstuds)......................... ....(Table 0.............................................. ...... ..........3' Exterior Wall Sheathing Resist Uplift Shear Sim Minimum Building Dkneno�nVV �^. - - n�D"�G�^Nominal He�mcfToUeo Oponi��� _-------'-'------'----'-'���- ` Shoa�ingType_--.._--'-------_�o�4�--.----._-'._--'-..----'VV8P ' � u 3i Edge Nail -----------.-.�Tab� 1Oornu�4 �uol---------� n. ---~` - ' ' ��k� �� | Field Nail -------..-.----.(Tob� ��'._--------_`^'�.�_-. Shear Cunnection(muc�10du0mmoona|k�paU� 1U ...... ' ' ' , Percent -------[Tab� 10------'"�.`-------� ' ' 5%Additional Sheathing�x\NaU��h . n�g^�O�^ �g _'----' -_ Maximum B��ing��meno�n. L �� � | ' , Nominal Height of Tallest Opening'................. ...................._-,�-,-'---G/�"�G�^ VV�p Shoa�ingType_.-'------------.�o�4)-------_--__-------.. Edge Nail Spacing-------_------[Tab�11 orno�4��oa\----,.�._-.3�. b� ' 12i ' F�� Nail ..........................................(Table 11L-------,,__—'--_— n� `. - ` '- ' . Shear Connection (mz of18d common naUu n�b�11L-----.�.._---------~4 ' - - ' | ' pencen ....(Table 11).....---------'.-_ .............24% / 5%Additional Sheathing for Wall with Opening>G'8^(Design ------' mx\ - VVoU Cladding Ratedfor Wind Speed?............................................................................................................................... ' ' ' | ' AWC Guide to Wood Construction in High Wind Areas: 110 nrph Wind Zone Massachusetts. Checklist for Compliance (780 CMR 5301.2.1.0' 6.1 ROOFS Roof framing member spans checked?............... .......(For Rafters use AWC Span Tool, see BBRS Website) [� Roof Overhang ....................................................(Figure 19) ............2/3 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls ,Proprietary Connectors Uplift.................................................(Table 12)...............................................U=236 plf Lateral..............................................(Table 12)..................................:.............L=176 plf Shear.....:......:... (Table 12)...........................:.....................S=77 plf Ridge Strap Connections, if collar ties not used per page 21:.. (Table 13).........:.:......................T= plf N/A Gable Rake Outlooker.....................I.....................(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)..Jable 14).......... ...........................L=. lb N/A Roof Sheathing Type..;........................... ......:..........(per 780 CMR Chapters 58 and 59) :.......... Q Roof Sheathing Thickness.....:..: .... ...........................................,........518 in.>_7/16 WSP: Roof Sheathing Fastening.....:..: .............................:(Table 2).............. .....:... ..............................8d Q THE PHEASANT MODEL-COTUIT:MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights:of up to 8 ft. shall be permitted when 5%.is added to the percent full=height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in, nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. 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 i AWC Guide to Wood Construction in High Wind.Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.01 ,_WEN TM EDGE RESTS ON UM1d AT 6b� n rl tl a 1/ 1 Y 14.. .. ... it 11 11' r ' if 11 It 1 O FY Il-F i m ii ii a .. -II 17 Ir •� 1 9L 11 11 LI 1711 W. 1 .. ... f,. i r 1 FI NAILSPACWp t PANEt a � . v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)' a , 2U d. :- z is I �. t, a woo it ,; 1 , FRAMING MEMBER$ 1 1 i EDGfl WEHMEDIAT£ STAGGERED 3'MIN XMLPAT MN .. PANS. PANELI EDGE DOUBLE NAIL EDGE SPAC1IG oETAL Detail . . . Vertical and Horizontal Nailing for Panel Attachment ' TempParcelEdit Page 1 of 1 W� �g, , �V" % 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: 002 002 063 .......... Street Number: 51 Unit Dev Lot LOT 63 Road Name: OSPREY DRIVE Sec. Road: �; ®, T/R: Villlage: 07 - COtult I Part of M/P: MAP 002 PCL 002 _........... . .........................................r_. .........._..... . ..._._.. _.�. Plan Ref: IPLBK 617/69-75 (APP 7-62) Date Added: � —u ._......... ....... . - Updated: Updated �`De�ete Atld Another http://issgl2/Intranet/Propdata/TempPareelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Prepared For : Lot 63 —51 Osprey Drive 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 Hyannis, MA 02601 Page 158 Phone — (508) 771-7502 Fax (508)-771-7622 . Minor Modification No. 1 ® Deed Book 22249 Page 282 Job Number. 2005-214 Scale 1" = 20' 11—7-2011 co _ CL ca m CL LJLOT 62 ►� J , co C S 8T32'18" E 106.44 50' I 0 �Yv W b EX�STINnON 0, cp 11�46 0 D FF_ 3. m j Ln w LOT 63 3. 9,796f S.F. a.3 2 9' 0.22f' ACRES 15,0 N 0 4.8 • in ` o • 112.2a ;W, . S ,63a01 LLJ 00. LOT 64 rn N 3 Ui O J I LO O O N I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS z IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED W IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS ��� Of LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT- "A" (DB 21804 Pg 45) J014H � AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. ELLi THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. No. 74 c� � G I 1 t •- o"1•- � i '�' L 0 REGISTERED PROFESSIONAL LAND'SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATELn / 0 0 N O 'Oil N9 ISIDi 2 .y y SMOKE DETECTORS REVIEWED to — -- — TABLE I . DEPT. T BARNS B tDINGA E. __..._._._ Lo _............ ..__.. - _ ... ----- _.. _.. FIRE DEPARTMENT DATE '� J --_-_-- --_-------- - Lb BOTH SIGNATURES ARE REQUIRED FOR PERMI771N .._.._. ._. OD _. .. _ -----..-----�--.�.----_-...=� --�—: �- CARBON MONOXIDE ALARMS MEMO � � - -_ 5SACMUSETTS MU MA BUILDING CODE W W O -: o : no - 1 - � ® psi" OD 0 77 . FRONT ELEVATION m x SCALE: 114" = 1'-0" M n: _. w _ j w Ll dl w z Q-7-7] . ul _ wO w LA 013 o® �j HIM I mull a� , b �;g y;I i SHEET REAR ..ELEVATION - — SCALE; V4.":_ ll_0q _... JOB: 51"I ITI-IGI`I DRAWN BY:_KW DATE: 10/21/11 N • (D p _ W - rp� j , ILL, V j n Now" W C) m-" Z W - U. LL' p: 0 w, L�1 J - - 'Q 0 OD . R I G�-TELE ELEVATION o °ON � Wp . SCALE: m _ 12, T Im q - _ �I O : F.G. I NSU . �Q /: TYP. ROOF 200's @ 16" O.C. w. Ix3 STRAPP.IN 6 8':PLYWOOD SWEATHING/ 1/2° GY BOARD ?+�o� ASPHALT SHINGLES I: I: P c� u u :� 8�� 1 HAL:L � ,6po _ _ RIGID WINDWASH<BARRIER REQUIRED- .m AT EXTERIOR EDGE OF:EXTERIOR WAL co TOP PLATE a. LEFT ELEVATION to 1 ..._0a 3-6" SCALE: V-4" _ :1_On 12 , .. - "HURRICANE CLIP" .. .. .. - / FASTENERS AT ALL BLOCKING 4'-0°O.C. ;' .. - .. - .. ..RAFTER/ TOP PLATE - - .. .. . -� IN FIRST TWO.JOIST �� � - JUNCTIONS TYP-. HAYS FROM GABLE WALL "2x10'S.@ 16" O.C. 2x10'S @16°.O.E:: .F .- � �� �� -TYP::EAVES W lx MOULDING .. aN.. I-.- qi qn .. .. .. Ixe FCONT QE.HDNUOUS v W VENTING Z.. .. .. .. - .. .. :: .. lx3 STRAPPING.. .. E: 14R . ... �. .. Y 1/2 GYP. BOARD:� � �i .. .. _ .. DRIP EDGE.. - .. .. Co:. .. . . - -. .. .. W .KIT NEN F y 2x6.EKT. STUDS W24" OC/ 0-10° 13'-2° L.: 6'.R21:F.G. INSUL./ — — TYVEK W .. GLEE .. -. FINISH FLOOR.. 9'. 0°. 3' 4' LY RAP./W WOOD C. SHINGLES �.. 3/4" OSB SUBFLOOR :: i I — j .. .. R30,FIBER6LA5S INSUL. :. :.2-2x10 GIRDER : :: .. 2x10'S'@ ib'.O,C. LLI -POP .. — .. .P 2x10!S @ 16" O.G. :� �2X10'S @ 16" O.C. . - .4x4 P.T::POST - .. .. : 3-2ic10 GIRT— '' 7YPFOUNDAT1oN WALL . - .. .. GALV:-METAL POST.ANCHOR.. ... .. 3'-10° _ _ _ i_. P.T. SILL,ANCHORED 28" O.G. W.O.. W - 12' "SONO TUNE" PIER TYP. 8°x7'-q" CONCRETE U 8 � MN _ BASEMENT lu �—.-13R ° �� DAMP PROOF BELOW GRADE .. .. .. - ,; 3 1/2 LALLY COLUMNS CONTINUOUS FOOTING .. - _ 3.1/2' CONCRETE SLAB NOTE: . w. 6 MIL VAPOR BARRIER' 5/8 BOLTS 12'-0" 7u ".ANCHOR EMBEDDED 26" O t _N SPACED: 4°. • .. .. 12"SFROIM 33 WASHER5 " ' "SHEET 24'-0° A2 SECTION . 11A11 JOS: SMITE ICE 1 SCALE: 1%4-" = 1'-0" DRAWN HY: KW DATE: 10/21LI1. e - N e to 18'-7:7/8a Lo in 12' 0° 3' 6" No1 w: 33 (� W _. o. -DECKw: , i m m Q m c 0 - n m � R.. h � �..� -....` .i..n•: v:,.:Y"�.r ..:. ,:� � L.�. 2: ;r..;o.,.�.7a; :�V .7,.-. -N:Sr.,f. ��e�i� /� r im .. h O O O00 OF 2Q iv Il'-6° 12i-6d - -4 K1D/2n 3!-11 I/ " _ r � " _ Im q . .. .. 244DN2850-2 (AA-AA). c'1 _ .. _. BREAKFAST K I TCW EN o = PKT ... .. - ... 64."x60n..: .. (V R�F 20 ABOVE". (. .. . �� �. qK.: "OAK p .. .. .. - ^ H AK Luj ANTR m .1.2r..0a. 2L0 .. .". - GARAGE 44DH2849 0 - — — — - 4° CONTRA SLAB 32°x5 7" ( ) C4 of (3) 9 I/4° LVL ABOVE FLUSH , � __ v m .PITGH'TOW RD DOORS m r' o:: _ LIVING FORMAL: - 0 .. .. .. -. :. _. .. :: K OAK U Pj 'n :i n ! ... ... .. i r n .. .Tx'i' O.N. DOOR. ".V m � . _ � w dl ' NARROW WALL BRACING; a �. �mom. . . .. NOTE, „ CONTRACTOR TO. REFER TO WFGM::I10 X 8 AND w.O CHECKLIST :FOR'ADDITIONAL .:N HIGH WIND:TECHNIQUES Inm m N en RELATED THIS PLAN . . _ 4'-0" 6'-O" 7'-0" T-O" 6i_On 4-pa '1'_6n gi._ma :: 2'-V4 SHEAR WALL COMPLIANCE: 34'-0°, 14�_0 48'_On W= 71% OF EACH WALL RUN ---- VERTICAL 5HEATHING WITH - 8d NAILS 3' EDGE/12" FIELD SHEET (4)16d NAILS PER FT BOTTOM PLATE FIRST FLOOR PLAN L= 24% OF:EACH WALL RUN SCALE: :V4'"': VERTICAL SHEATHING WITH LIVING LIVING SQUARE FOOTAGE: 1,720 SF. .. (IST 4 2ND FLOORS) - - 8d.NAILS 3u EDGE/12n FIELD (4)16d NAILS PER FT BOTTOM PLATE JOH: SMITNGM DRAWN BY: KW DATE: 10121/1I .: " N M _ V O O ilk V W 0 OD Lo 15'=6.3 " T=2 5Y8" •QQ x m o LL in 20 CF ASTE S 32"x57" O . AA In 8 A o TILE : k 4' 3'STACK 2n P 14'-t 1/2° .. -- — BEDROOM:.#3 2� r (� W Inkr 2'4 2gTILLAVNE PET ' a MASTER o . c CAR LIN 1 LINEN � .�,, 1 � BEDROOM � M .. .. .. 44DH2549 .. .. ... I 1 .. d :.. 2. .. /1 CARPET ... ... `-f_ ^ .. ... .o-s i Fa. 32"x42' «7`_ _ om cv :. /4" t 32"x57° 44DN2849d. 26 - - 244DH2849.(AA) 15' 3 3 CC[[C DN. \J r+ MASTER OFFICE _ - - I. BEDROOM #2 CLOSET CARPET CARPET � .�� � CARPET 2-4 n - — - - .. KNEE WALL _ � WALL :.KNEE.WALU O. .. .. .. .. .. .. .. - - .. ... .. ---'.............._.. _......_ - _._ _-._.... ._......_.... .. .._.... ..._----- Z. - - ..34' O" 14' 0° . . LIJ _ SECOND: FLOOR PLAN SCALE: 114°: -.V-pi SHEET VING SQUARE FOOTAG S.F.: A4- (IST b 2ND FLOORS) JOB: .:. SMITNCM DRAWN BY: KW DATE: 10/21%I I, - N N 4e' 341_01. 14'-6 N 12_0„ _ 22' o° 51_11u 1 I_4n M®1 IG 1�1 BI_On 16'-5" 71_5n ^ W: 0 -------- -------- — GIRDER 2 2x10 Zi 4x4.P.T. POST ... - -- POST At ICAbR.. .. ra .. .9 1 I�p-^SONG USE°-PIER TYP. OMANI Lj,l r_' 0 - .. .. .. .' .. :. .. .. q r, e i - 1 r45°WITH A O ... - . MIN 'B BELOW: .. .. m _ r U) -- -- -- -- ———— ————— -- --.. : -- —..— �I --� Y,1 i .. .. o0 DOROP WALL DROP WALL O TFOOT TO FOOTING ING WITH 4 FROST WITH 4'-0" FR05TLoKi, BELOW BELOW CONCRETE WALL 16"x10n CONTINUOUS .. .. FOOTING TYP BASEMENT .. .. .. .. - "32"x42- I i U:." CONCRETE:SLAB v - ®' m O VAPOR BARRIER i .. -.. .. 244DH2836 (AA) p� .. .. .. '" DROP WALL. I �;.- ... .. WITH ' I .: GARAGEMI :4''-0" FROOS M WALL BELOW . .. .. SPLIT 4�.CONCRETE SLAB N.1 : T .. .. -- ... ... GIRT I PITCH.TbWARD DOOR - .. " �'� POINT-- _ /'. LOAD i _:i� /-/'' ',� %;j% - IL%; r l,� —Ljri — PSI I y I n Q _ I - /�L = p. .. .. .. I L 3-2x10 GIRDER 1/2' DIA. STEEL COLUMN :. - 30"x30"x12° CO - -- _ AD I -J I: 1 ;a, 771 1 I .-� X 7 I I DROP WALL 10'I 1 n -- -- DOOR: 1 I. k.. .. 0 r 15 CONTINUOUS CONC. WALL- P ' OU5 FOOTING 1 c ———— ————————— -- ---- -- — -- -- .Lu � Z. 34'_Do .. 14'-011 U O c gBl_Ou. - FOUNDATION PLAN SCALE:: 1/4" 11-0" NOTE 5/5" ANCHOR. BOLTS SHEET EMBEDDED 7" 5FAGED 28" O.G. 12" 'FROM CORNERS .WASHERS 3"x3':xi/4° _ - JOB: 5M I TNGM DRAWN BY: Kw DATE: 10/21/11 N M O. d to I I� J J n co j � Z i n.� U JOINT DESCRIPTION. - .. NAIL SPACINGut . J RIPTION. NUMBER of Nur�7�� Ox . _. . ROOF,FRAMING � O RfReFER�OE AE 215 8�d kACw EAcLI� Ibd IGdEXEND HDR:TO CORNER 2x6 DBL TOPPLATE lrl o p TR(END NAILED . Et•ID: _ WALL FRAMING (S) FULL HGT. STUDS TOP PLATES AT INTERSECTIONS(FACE 4-16d 5 tfid AT JOINTS .. .. .. •� .. .. . .. 6 O STUD FACE NAILED 2 16d 2-16d 24 O .. .. .. .. JACK STUD.. .. .. ... - : - . HEADER TO:HEADER(PACE NAILED) .. \\` NAIL TOP PLATE %� FLOOR FRAMING O .. .. .. .. .TO.BTI"1 OF'HDR .. .. .. .. .. JOIST TO SILI;,TOP.PLATE OR GIRDER'(TOE NAILED). 4 5d .. -10d PER JOIST EDGE TZI 9 Lo .. -. .. .. NI:2'-ROWS OF 16d NAILS ';( :.:...:.,:. :: :. ." BLOCKING TO JOIST.(TOE NAILED) a-Bd 2-I0d EACH END N . .. . .. .. .. .. .. 1 O.G. ...: �.:-.�,.�:.- ... .. ... .. .. LOCKI TD SILL OR TOP:PLATE(TOE NAIL®) .. 9-Ibd .. :4-16d.. EACH BLOCK' .. .. - .. .. .. :: NAILED) - �1:.1 N ILO 9 IBd .- 4-16d EACH JOIST- .: - r r .. JOIST ON LEDGER TO BEAM TO�L D E .. .5T5d. 3-IOiI" PER JOIST. ,. .. . .. ..LEDGER 6 - STRUCTURAL PANEL HEADER CONTII.000S NEA.DER. S C 7 .. .. .. _ ER'J NAILED Bd COMMON BAND JOIST.TO JOIST(END NAILD) :: 9 16d 4-Kxl P O19T n EDGE ® MULTIPLE OPENINGS .. BAND'JOIST TO SILL OR TOP PLATE TOE NAILED) 2-16D 5-i6d - PER FOOT .. :. O 3 O. .. ELD I .. .Im . .. C.. EDGE AND,FI w .. .: j C. ..' ROOF 5HEATHING _ WOOD W STRUCTURAL PANELS.:. .. ... :� ♦'! ^ .DOOR TRIHMF-R STUDS .. 1 . '. _ .. .. RAFTERS OR TRUSSES SP.ACED'OVER 16'D.C. .. .. _ .. .. _ � � RAFTERS OR TRUSSES PAGED� R 16.O.C. .. � �� Ed IOd� � 6'EDGE/6°FIELD .. Bd .. Od 4°EDGE/6' FIELD .. " :... .. .. .. OVERHANG IOd ..-" " ;' � " � � " GABLE ENDWALL RAKE OR RAKE TRU59 w/o GABLE OVERHA lb.. IOd �6°�EDGE/6'�FIELD ... ... .. GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Sd... b°EDGE/6°FIELD .. .. GABOWALt RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS �Bd.�.. .. IOd 4°DGE/4°-FIELD .. .. CEILING SHEATHING.: . 2- 5/B° ANCHOR BOLTS - - - - - - w/ B'NS°:PLATE WASHERS .. GYPSUM . - d COORS FAO'FIELD .. .. WALL SHEATHING .. Ed EDGE/12 FIELD STUDS b ACED U . .. � - � � NOW.STRUCTURAL PANELS 5 - P PTO 24'O.C.O.G 6• ° ELD Ypp°AND X 'FIBERBOARD PANELS Ed °EDGE/6-FIELD GYPSUM WALLBOARD '�' 5d COOLERS 7"EDGE/10'FIELD FLOOR.SHEATHING' LQ U .. ... :: PANELS 10d . ... .. IOd MGM FIELD .. .. :. - .. WOOD STRUCTURAL, : Bd 6'EDGE/I°FIELD Z 1 OR LESS GREATER THAN 1 •.. 16d .. �6' 3 w q 1 NARROW WALL BRACING AT GARA E DOO —� w LU LU.. _ .. .. ' SHEET_. JOB,. SMITHCM DRAWN BY. KVJ DATE: 10/21/11 GENERAL NOTES: 1. LOCUS PROPERLY IS SHOWN AS.- ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' 3. UTILITY INFORMAT�IONI AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. r ' 4. COMMUNITY PANEL NUMBER: 025551 0021 D !SMH THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, INV T- AREA OF MINIMAL FLOODING. S 55.7js 5. ENVIRONMENTAL NOTES: o \��\ \ / ;� SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL. ENVIRONMENTAL ¢ \ CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED F4IBITAT OF RARE l at WILDLIFE PER NHESP MAP OCTOBER 1, 2006 ISTIMATED —.-;. HABITATS OF RARE WILDLIFE FOR USE WITH THE MA WERANDS PROTECTION ACT REGULATIONS (310 CMR 10). SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP \ VEGETATED`2" , '� ', I c MAP OCTOBER 1, 2006 "CERTIFIED VERNAL. POOLS." \ I P RAIN GARDEN �, � SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCRW 5 C.F. STORAGE) + 1 r 1 2006 "PRIORITY HABITATS OF RARE SPECIES" Fat SPECIES =50.0 f BOTOM=49A ' i \ I r '-�- ' UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, \ ' REGUU110NS (321 CMR10) �i � LOT 62 �� + \ � � � i r \ I + SITE IS WITHIN A STATE APPROVED ZONE it GROUND WATER `\ 7. w \� '\\ Q •r RECHARGE PROTECTION AREA \+ \ \\ \ x '� O I,j1 �\ \ 59.0 0 6i.8 \\ CONSTRUCTION NOTES: o \\ 8 ' '\ •9 ' 1. ALL GENERAL. CONSTRUC110N NOTES ON SHEET C-2 FROM THE Opp SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS. DATED !r / 49.0 2. 5 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. Dim61.69 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM GAR A c \ 1.87% r �� THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, ,� �Ag.6 x U 61.59 i \\ BATED 6/25/07, SHALT. HEREBY APPLY LO THIS SITE PLAN. LOT 63 �' �61' .98 v' 3. SEWER BUILDING CONNECTIONS: f S.F: o '\� 2 0 s - MIN. COVER SHALL BE 3 FT. N / 9,796 $ s \,4o \ - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES CLEAN 0.22f ACRES 53.0 ; �w `INv= \ T \ � W AS REQUIRED BY BARNSTABLE DPW. c x � y c 5 5 55`90 + `, - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.IX _ SM #7 / VEG / o INV = Z EE RAAIN I GARDEN / ` 54.8 (11251 C.F. STOR4GE) 1 g ' " WATER, cj TOP 52-0/GOTTOM-51.0 i �'�ii 9.0 \SERVICE P G 24.0 N\ a Cotult Meadows Subdivision \ N ' ' a ' CURB : Cotuit•Barnstable, Massachusetts �r j,/ STOP \ PREPARED FOR Sx O 'i ' ` COTUIT EQUITABLE HOUSING, LLC P. 0. Box 95 S LOT 64 ii \\\ \ 5 Centervlile, MA 02632 MLE Site Plan II '+ PROVIDE (1) s' DIA. x 6' DEEP \\ \\ ^ Lot 63 - 51 Osprey Drive ' LEACHING BASIN W/ 1' STONE `9 II '� SURROUNDING (OR ALTERNATE Co NALENT RUNE) -� \ BAXTER NYE ENGINEERING & SURVEYING DOWNSPOUTS TO LEACHING \` p '+ BASIN Registered Professional �N o f Mq Engineers and Land Surveyors Ssq 78 North Street,3rd Floor,Hyannis,MA 02601 �� o Ln Phone (508)771-7502 Fax-(508)771-7622 N . 6345 a�° 20 0 20 40 ss,oSTfO In 6NG\e\ Ln SCALE IN FEET (o-31-20V1 N SCALE: 1" = 20' DATE: 10-31-11 M REV. DATE: REMARKS cn 3 LOT 63 0. N DIRAW RAW N O O N 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw uj 2005-214 _J V N O O N N O O N