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HomeMy WebLinkAbout0019 EAGLE LANE r Duct Leakage lest Form Customer Information: Test Conditions: Name: b I c)V\ Date: Address: A ` Time: City: a Indoor Temperature(F): State/Zip: R (0 rD Outdoor Temperature(F): Phone: — 9 -- 104D Floor Area(fr'): I Email: System Airflow(cfm): a® d—.I;idt) Cooling Size(tons): Heating Size(btu): Building Address: (if different from above) go Primary Location of Street: Supply Ductwork: 13A$FMyXr City/State: Primary Location of Return Ductwork: 134S;1n f-N Comments: UN 1 fI2 i ti /2 'X06 a A/ �vT f/n S f11 CAN Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Flow Ring Fan Press Flow Duct Flow Ring Fan Press Flow (CfM Press. Pa Installed (Pa) cfm) Press.(Pa) Installed a) cfm Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as Total Leakage(cfm): ?3 Floor Area: Total Leakage as% System Airflow: Total Leakage as Floor Area: 41. Eric Whiteley. W.;VERNO.Ni= erlc@wvwhiteley.com ^ .. INC. 28 Village Landing P.O.Box 1266 PLUMBING;.HEATING ! W..CKatham,,MA 02669 .. AIR CONDITIONING a SINCE'1952 T 508.945.1100 f 508.945.5549 www.wvwhiteley.com T010Y,' Q F B ARNIS L E OV Town of Barnstable Building Department - 200 Main Street t EARNST"LE. * Hyannis, MA 02601 9$ b 9 ,��' (508) 862-4038 CFO MA'i d Certificate of Occupancy Application Number: 201103374 CO Number: 20110164 Parcel ID: 002002041 CO Issue Date: 10/25/11 Location: 19 EAGLE LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Villager COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 017—Wltl Building Department Signature �—� /Date Signed u '— TOWN OF BARNSTABLE ff-d INE1 Buing 201103374 * BARNSTABLE, * Issue Date: 07/05/11 Permit 9 MASS. �A 1639- Applicant: BAYSIDE BUILDING,INC A4 Permit Number: B 20111386 rF0 MA'I Proposed Use: DEVELOPABLE LAND Expiration Date: 01/02/12 Location 19 EAGLE LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002041 Permit Fee$ 1,147.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 225,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM,2 BATH RANCH WITH AN ATTATCHED 2 CAR CARD MUST BE KEPT POSTED UNTIL FINAL GARAGE_ INSPECTION HAS BEEN MADE. WHERE A _ CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: RM Building'Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TOOCCUPY ANY STREET,ALLEY OWSIDEWALK.OR ANY.PARTTHEREOF,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 ASOEPTH AND LOCATION OF PUBLIC SEWERS MAYBE ' OBTAINED FROM THE DEPARTMENTOF PUBLIC WORKS. THEJSSUANCE OF THIS PERNUT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF'ANY.APPLICABLE SUBDIVISION' RESTRICTIONS,` MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR.TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF`CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1/3F�b © .�lz. 11 2' o_ '► �_ I t �<� POO mt 5 t 3 �- �O �� �� � ¢� 1 Heating Inspection Approvals Engineering Dept Fire ept n/ Board of He th a�� �waL .r�J•�7°fl � te����r� -�-,�h.h�,���a„f x TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel' 6a' . D l Application40 � Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation / Hyannis r A r �.46LIE Z_A✓. Project St eet dd ess Village 1 Owner617VT7-)�UQfJ/TfI'3L—' ft6051)Vd Address 9SCaX9W1&0 Telephone -77 Permit Request .T GI' " An G Z Ca4 Square feet: 1 st floor: existing : proposed ?3�2nd floor: existing proposed Total new .1 73 Zoning District EF Flood Plain C- Groundwater OverlayCie Project Valuation fig-2-5-4p Construction Type CV40,1> 44P_ Lot Size r7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family U/ Two Family ❑ Multi-Family (# units) Age of Existing Structure JW411 Historic House: ❑Yes 4lo On Old King slHighwa=❑YQ 2No Basement Type: O/Full ❑ Crawl ❑ Walkout ❑ Other " n j n Basement Finished Area'(sq.ft.) Basement Unfinished Area(sq$�) A r Number of Baths: Full: existing new Half: existing row --� Number of Bedrooms: existing I new gq Total Room Count (not inc'luding baths): existing new First Floor Room Count Heat Type and Fuel: M Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Ye's ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ —/� 2Yxa�/ Attached garage: Cxisting llnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes U No If yes, site plan review# Current.Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ~ Name - - C- -Telephone.Number Address License License# d46s Home Improvement Contractor# Worker's Compensation # PY Q44, 73 ZM -10 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L .-G . SIGNATURE DATE A0111 1 1. FOR OFFICIAL USE ONLY APPLICATION# t Y DATE ISSUED Cr At: ISS4.4-4; -AAP/PARCEL NO:- 4 1 ADDRESS a . := VILLAGE OWNER r;yy f'{ DATE OF INSPECTION: ,,11 D FOUNDATIONS FRAME O t -'TINSULATION:>, �< ''t; cc FIREPLACE t ELECTRICAL: ROUGH FINAL '3. PLUMBING: ROUGH FINAL -! GAS: - ROUGHS z . FINAL NAL BUILDINGj� �!� ck' �O ./8/(, a _DATE CLOSED..OUT.,, a ASSOCIATION PLAN NO. f � f ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers'Compensation Iusurgnce Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 1�051D�E � (�IG D 1AIC� ' •Address• t3,Q)( Q S City/State/Zip; o7MoZ Phone.#: Sd 7r// /D�fd Are you an employer? Check the appropriate bog: :Type of project(required).-. 1.0 I am a employer with 4• I am a general coa.tractor.and I 6. ( New construction . employees(full and/or part-time),*• have hired the sub-contractors h listed on the:attached sheet 7. []Remodeling 2:❑ I am a'sole proprietor or partner- , ship and have no employees These sub-contractors have 8. E]Demolition tiyorkin for me in an capacity, employees and have workers g Y p ty. 9. []Building addition [No workers' comp,insurance comp. insurance•$• 5. [] We are a corporation and its 10.❑Electrical repairs or additions required.]. . 3.❑ I am a homeowner.doing all work officers have exercised their- , It.[]Plumbing repairs or additions ' myself.[No workers'comp. right of exemption per MU 12.[]Roof iepairs insurance.required,]t c. 152,•§1(4),and we have no .• employees..[No workers' 13.[] Other comp.insurance required.]:. *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners•who submit this affidavit indicating they are doing all work and then.hire outside contractors must submit anew affidavit indicating such. . #Contractors that check this box must attached an additional sheet showing the name of the Nub-contractors and state whether ornot.those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.,policy number.. . I I uni an employer that is providing workers'compensation insurance for my employees. Below is.the poCicy and job site' information. Insurance Company Name: I-IC 4 b /q /A/`s L&Me--9 CO• . Policy#or Self-ins.Lic.#. we 9C D d 23 ,lDlo_ Expiration Dater Job Site Address: !� M? �- i�= City/State/Zip: W Tvir Attach a copy of the workers'compensation policy declarat'ion,page`(showing the policy number and expiration date). Failure,to secure coverage as required timer Section 25A of MGL c: 152 can lead to the imposition of crzninal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK•ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this.statement maybe forviarded to the-Office of Investigations of the DIA,for insurance coverage verification ' Ido hereby certify under the pahzs•an 'es ofperjury that the information provided above is true and correct. Siznature !// `/fir Date' Phone# r} `7 Official use only. Do not write in this area, to he completed by city or town official City or Town:' .Permit/License# Issuing Authority(circle one) J.Board of Health 2,Building Department 3, City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: All 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 Forms 06/05/07 . 09/29/11 12/07/07 03/01/12 Carpet Barn Inc 01/01/06 05101111. 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, Inc. 01/22/08 08/21/11 02/06/12 .02/06/12 Cornerstone dba.Tony Arede - 03/110/06 10/22/1.0 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 :01/01/12 06/14/04 03/01/12 D.P. Fuccillo Construction Inca 10/20/06 10/20/11 10/20/08 10/23/1:1 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 Appliance Mart 08/12/04 08/12/11 01/01/05 01/10/12 MAP Insulation 10/01/07 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, Met 07/21/04 : 04/01/12 07/21/04 04/01/12 Steven Johnson- SMJ.Carpentry 04/25/04 10/26/11 04/25/04 10/26/11 Whiteley, W. Vernon 10/01/04 1:0/01/11 10/03/04 10/01/11 Wood Floor Specialists 02/03/08 02/03/11 . 02/03/08 02/03/12 I Oct, (HE Town.of Barnstable. .— 1p�y . y Regulatory Services . MSS '$ Thomas F.Geller,Director �ATFD hIp�A,� Bulldinivisio n Tom Perry, Building Comnussioner 200 Main Street, Hyannis,MA 02601 wTv v.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder 6el�Ul T 2 12-- x, I,C)rdir j mtbll-6 L—C , as Owner of the subject property hereby authorize Aj P�5 l6E �&JX�Dlxze /X)C to act on my behalf, in all matters relative to work authorized by this building permit application for; . (Address of Job) Signature of Owner Date Print Name Q FORMS:OWNERPERMISSION i TempParcelEdit Page 1 of 1 m e yyy ,„u v�' Y� /�. � din � � �'!u✓'µ� 3 9.., h�/ Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 1002 0027 041 Street Number: 19 Unit: Dev Lot: ILOT 41 Road Name: EAGLE LANE T/R: Sec. Road: �: T/R Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: IPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update Deletes Add Another � . Litt ://iss 12/Intranet/Pro data/Tem ParcelEdit.as x?ID=Add 1/16/2008 P q p P P - licz*sac llt�; tt: Depatilalent of Public �afe[4 License GS 5645 jrestricted to: 00. .ram - BRIAN T DACEY PO BOX 95, CENTERVILU- MU 02632 ` Expiration: 4/19/2012 i i a,mraai.3i+;arr 7r7-: 21209 Restricted to: 00 00- Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the L Massachusetts State wilding Code is cause for revocation of this license. . I'! Refer to: i7dWW.Mass.Gov/DPS. REScheck Software Version 4.4.1 Compliance Certificate CNJ( Project Title: THE VILLAGER MODEL+SUNROOM Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Glazing Area Percentage: 15% Heating Degree Days: - 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC Compliance: Passes using UA trade-off Compliance:6.6%Better Than Code Maximum UA:365 Your UA:341 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing LIA or or D•• Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 510 30.0 0.0 17 Skylight 1:Wood Frame:Double Pane with tow-E 20 0.310 6 SHGC:0.31 Ceiling 2:Flat Ceiling or Scissor Truss 1234 38.0 0.0 37 Floor 1:All-Wood JoisttTruss:Over Unconditioned Space 1744 30.0 0.0 58 Wall 1:Wood Frame,24"D.C. 590 21.0 0.0 26 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 77 0.310 24 SHGC:0.31 Orientation:Front Door 1:Solid 42 0.280 12 Orientation:Front Wall 2:Wood Frame,24"D.C. 530 21.0 0.0 21 Orientation:Back Door 2:Glass 150 0.310 47 SHGC:0.31 - Orientation:Back Wall 3:Wood Frame,24"D.C. 582 21.0 0.0 29 Orientation:Right Side Window 3:Wood Frame:Double Pane with Low-E 26 0.310 8 SHGC:0.31 Orientation:Right Side Door 3:Glass 42 0.310 13 SHGC:0.31 Orientation:Right Side Wall 4:Wood Frame,24"D.C. 582 21.0 0.0 30 Orientation:Left Side Door 4:Glass 42 0.310 13 SHGC:0.31 Orientation:Left Side 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. Project Title:THE VILLAGER MODEL+SUNROOM Report date: 06/20/11 Data filename:C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 1 of 6 Name-Title Signature Date Project Title:THE VILLAGER MODEL+SUNROOM Report date:06/20/11 Data filename:C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 2 of 6 REScheck Software Version 4.4.1 Inspection Checklist CN=J( Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4: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: ❑ Window 3: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: Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 #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: ❑ Door 3:Glass,U-factor:0.310 Comments: ❑ Door 4: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. Project Title: THE VILLAGER MODEL+SUNROOM Report date: 06/20/11 Data filename:C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 3 of 6 Air Leakage: Lj 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. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring: Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) 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 thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating and cooling equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 139.5 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 209.3 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. Project Title: THE VILLAGER MODEL+SUNROOM Report date: 06/20/11 Data filename: C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 4 of 6 (3)Rough-in total leakage test with air handler installed:Less than or equal to 104.6 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 69.8 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 78 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. l] For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: 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: 0 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the.system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel 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 VILLAGER MODEL+SUNROOM Report date:06/20/11 Data filename: C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 5 of 6 Project Title:THE VILLAGER MODEL+SUNROOM Report date: 06/20/11 Data filename:C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 6 of 6 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Skylight 0.31 0.31 Door 0.31 0.31 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 VILLAGER MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust)............................................................... ..............................................110 mph Q WindExposure Category............................................................... ..........................................................B Q 1.2 APPLICABILITY v- Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ies <_2 stories Q RoofPitch....................................................................... (Fig 2) .......................... `.......8<_12:12 Q MeanRoof Height.................................................................. (Fig 2).................................................16 ft s 33' Q Building Width,W ........................................................... (Fig 3)............................. ............... 52 ft :9 80' Q BuildingLength, L ........................................................... (Fig 3).................................................74 ft :5 80' Q Building Aspect Ratio(L/W) .............................................(Fig 4).............................................. 1.5 s 3:1 Q Nominal Height of Tallest Opening2 ........................................ (Fig 4)...............................................6'-8"<6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections.................. (Table 2)............................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry................................................................. ............................................................ N/A 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................:........ (Table 4)............................................. D-11Z., Bolt Spacing from end/joint of plate........................... (Fig 5).......................................12 in. Q Bolt Embedment—concrete... .................................. (Fig 5)................................................7 in.>_7" Q Bolt Embedment—masonry...................................... (Fig 5).............. ........................... in.>_ 15" N/A PlateWasher............................................................ (Fig 5)............................................>_3"x 3"x,/4" Q 3.1 FLOORS Floor framing member spans checked ............................. (per 780 CMR Chapter 55)................................. Q Maximum Floor Opening Dimension................................. (Fig 6)................................................_ft s 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall............... (Fig 7).................................................—ft <_d `N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall............... (Fig 8).............. .. ft <_d N/A ................................. FloorBracing at Endwalls................................................. (Fig 9)............................................ ................... Q Floor Sheathing Type ..................................................... (per 780 CMR Chapter 55)................................. Q Floor Sheathing Thickness .............................................. (per 780 CMR Chapter 55).........`.............3/4 in. Q. Floor Sheathing Fastening............................................... (Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls..................................................... (Fig 10 and Table 5)...................:..-.....8 ft s 10' Q 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. { Q Wall Story Offsets ..................................................... (Figs 7&8)........................................._ft 5'd N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls..................................................... (Table 5).......................................: x6-8 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 @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ..................................................... (Fig 13 and Table 6)......................... Splice Connection(no. of 16d common nails)............. (Table 6)...........................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails).............................. (Tables 7).........................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails).............................. (Table 8)........................... ..............................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ..................................................... (Table 9)........................................6 ft 0 in.<_11' Q Sill Plate Spans ..................................................... (Table 9)........................................3 ft 0 in._<11, Q Full Height Studs (no.of studs)................................. (Table 9)...........................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.......................................................... (Table 9)........................................8 ft 0 in.s 12' Q Sill Plate Spans........................................................ (Table 9)................................_ft_in.<_12" N/A Full Height Studs(no.of studs).................................. (Table 9)...........................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8„<6'8" Q SheathingType...........................................(note 4).......................................................WSP Q Edge Nail Spacing.......................................(Table 10 or note 4 if less)............................3 in. Q Field Nail Spacing.......................................(Table 10).................................................. 4inQ Shear Connection(no.of 16d common nails)(Table 10)............................................Percent Full-Hei ht Sheathin Table 10 .....................................5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)...��. Q Maximum Building Dimension, L 3p' Nominal Height of Tallest Opening2.............. ............................................ .........6'-8„<6'8" Q SheathingType........................................... (note 4).......................................................WSP Q Edge Nail Spacing....................................... (Table 11 or note 4 if less)............................3 in. Q Field Nail Spacing....................................... (Table 11)..................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).............................. 4 Q Ot Percent Full-Height Sheathing.....................(Table 11)................................ . .. ........ / Q 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts).........`........ N/A Wall Cladding p Ratedfor Wind Speed?........................................................... ........................................................ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang .................................................(Figure 19)..............2/3 ft<-smaller of 2'or L/3 Q. Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift............................................. (Table 12)..................:.........................U=236 plf Q Lateral........................................... (Table 12)............................................ L=176 plf Q Shear............................................(Table 12)..............................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..............................T= plf N/A Gable Rake Outlooker........................................(Figure 20)............. ft s smaller of 2'or u2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift............................................. (Table 14)..........................................U= lb. N/A Lateral (no.of 16d common nails).. (Table 14).......................................L= lb. N/A Roof Sheathing Type................................................ (per 780 CMR Chapters 58 and 59) ..:......... Q Roof Sheathing Thickness......................................... .............................................5/8 in.>7/16"WSP Q Roof Sheathing Fastening......................................... (Table 2)........................................................8d Q THE VILLAGER MODEL COTUIT MEADOWS MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide:. a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: f' i. Panels shall be installed with strength axis parallel to studs. � t ii. All horizontal joints shall occur over and be nailed to framing. It; ' iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -'-1N4EN THIS EDGE RESTS ON FRAMING UM ad NA" A'r 6ba ' JI II 11 11 11 1 11 YI 11 1 1.1 i 11 11 1 1 11 11 I 11 11 1 1 11 11 1 1 11 II V 1 i 11 I L V F a 1 I I op I I I r g 1 a 11] 11 u p n 11 o Ir Ir � 1 - 1 W ii 1i g 1 /t zz 11 IL O I lu II 11 11 II 1 11 u 1 O UBLE EDGE HAILSPACWG ;t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q iQ� i 1 1 1 r `1 Ed d iE li _ m to li 1 1 p �4 II Ir 1 1 FRMgING MEMBER$ i 1 EDGE KFERMEOUITE 1 1 1 Z 1 1 r r4— 'FAIN __.L. _--..4 STAGGERED 3"M KWL PATTERN —PANEL PANP EDGE L! DOUBLE MAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment I SMOKE 0E7EGY015 EVIEWE ARNSTASLEBUI 7O !/ t 1 LDING �s D . . TE N O a FIRE DEPARTMENTLo _— — NATURES qRE REQU7RfD F DATE OR P .. . nT�Rc � lil Q R > CD is _ _ — CMUSTBEINSTALLED ERS W C) _ — - _ - SSACHUSETT&BUILDINGCOOE._ _—[ Z X W ti L o y iIL.4 Trn 4 q i T j r AM Cull TRIN O --- --- --- I C.� p-- iy." .�. -I.'4 -- - - — - -- r;II{ i f a I-, i i Ln - -- wool-_l oMIoo � >- z n m D- _ Z i z J 3 tD gipLLI _:. G U F Li 'j�T Al - - - - -- - .. � DRAI•:1:BYE I:1': DATE.: G/13i 11 ' .. ` it z O LO O — _ > 00 ------------ f f e O ob U) WMi Q 0 m � —ZT = — zcs _ L LU _ _ — kt.k � I'G EL 1 DRA4:N BY: I:Y: - .. _ 74--0' TRAN",OH ABOVE TWT2617 - .. 52 V8 x 21 7/S' 15�_4n 13'-3u ib'_p° • G_BTrLE - ���ERIS � zTxp _ N- Qo AC4 OF L E44 WALL RUN - - ,. 0 40 - VERTICAL SHEATHING WITH COTTAGE STY LE O !P 8d NAILS 3' EDGE/12' FIELD (3)TW2652-Gn t 1 (23 TW2652 A-:- _ (4)I6d NAILS PER'FT BOTTOM'PLATE 52 VB'X 64 7/B° 52 1/5'X 64 7 .__ ,2d x IQ L(] OF EACH WALL RUN. j : _ �- _ _ VERTICAL SHEATHING WITH . 78d NAILS 3' EDGE/12° FIELD- ° Q.. ._ - I -- _J f311P(4)Ibd NAILS PER FT BOTTOM PLATEOAKI o 3 $. U ROOM -- ._ 5 - - r y 16i O. IS-CITE .: 57'X eo - W Lo giC rQr 79_TING --- — - z Q Ld pE� LL f .2i_bn i ` 2-b. {I itFAILT-T rl BOA-RD�I 4 LITEE - U TV' &11 `• O r '.=sm®e.' / I. 6' 1 ION. R 2 .� O GAB'S W/ .1 2i14n 5HEL VE5 ABOVE 2S ——--— -—_ ——— _ j I I IL I OUTLETS Q CARPET h -c. ...1 I // _ - �' DINING PEG BOARD -- 0 0 :- Ld 4 .. VAULTED CEILING —__— ___-- - ———_ — ——— - N IV-6-@ FLAT - 12'-0'GATHEDR.AL CEILING MASTER BEDROOM -Tv GARFET. m 14ry .v GREAT ROOM _ •¢- - O - Lo -v- m - E '-- - -- ------ -.- _.-- 244.0-6n MA57ER� z� - _ Ts�74<l0.-Gn o } Z So 1/5 X 60 7/6`f; 12's^ 9'-I0" - q'-2° 2'-4' 5'-b" IOi_gn 2� o_2^ IS'_Ip^30 Ini'X 60 7/S' Q O TILE I BUILT IN - ice I __ N m D_ SHELVES-ABOJE; ..(2)14'LVL ii! I GARAGE- _ _._,_.....-,. ,. 6EAM AB7JE II _�_� E - . r CGAVRET 1 I PITCH TOWARD S D ? LAT CEILING RAISED cEluNr - m ®: - REF. KITGI-IEN - n o .. JA G2 Id-6 '� _ ___TILE___— y OAK fl - m 24 5/5'x 24'&�0' L BATH 2 E �@ V-1 3/4' I$ SEE DETAIL FOR BRAGS WALL - ING OAK _ — {` T o'xa'�o u.ODZR 7'-a°xq'-a O.W.Daoii 3 6Q I 1 1 ' - cONCR_'-TE APRON O TK24410-Gn ® " E -4 µ w 1' N 0", 4 10 10-6'CATHEDRAL CEILIN at 6- Z o BEDROOM #2 m 'N .BEDROOM+#I_' CARPET - tt PHT 5 CARPET N - _ �._ F. - N 1 40 WINDOW TO BE 15` t- OFF OF FIN FED S << Io s FLOOR A _ A5 SHEET 7 0' L 7_0„ GI_�r 'n IQi y ^ V-7' _ 6'_Sn 2�-3" q'-pn it bnl 9�-`vn 2 n ,C S$j— FIRST FLOOR PI�A�— .,cs: NOTE:ALL WINDOWS ARE 70 BE'ANDERSEN'400 SERIES WITH GRILLS AS PER PLAN - SCALE: 1./4 DRANN BY: KW DATE: b/15/11 - r 4_o IS•-4". _ _ 1E_3n .. � �16'-0u .. 27i_Sn - - � - - 20'-O" 1 r— _-----------4£ -- -- -- I NO Lo LoCONC.HALL Z. f Q1_•.IO• ONTINUS O 6 TI r4z4P.T GALV.METAL-POST AN'04OR 12`..•BOND TLISV PIER W/ - BASEMENT I. I _ _ IJ I � � 3 In°caacRETE SLAB ZJ r > 0� � WQ ILL O -. ---- 'r-— - — GFN9 PDX.ET------ BEAM BEAM POCKET LBEAM PCCK6——— _ - 1 —— — b•z 7-9 C INU WALL - .. I— 16`z10"CONTINUOUS FOOTING TiP .I I in DROP FOR W.O"i 14'-0" 14'-0" UPLd r NOTE: 5/6"ANC44OR BOLTS I I I I I U I� EMBEDDED 7" I I i I t I SPACED 32" O.G. L J q_B" I i I m W F I - 1•J I 1 if! J I II. -. n - u FaonNG rrP.- II ::I >" z12° FROM CORNERS WASHERS 3°x3°xl/4" 6Soz WALL mI I I zxla'.p zxla'.. r z■1o'o C r 1 2x0o I :.I i I c 16•0.� ,� 6°oc~ I I GARAGE I I a 4`CONRETE SLAB I I f 7 xNNr LOAD - l I PITCH TOWARD DOORS, I S I I I B AM PC YET' ALIGN 4 ASOVE L— I S6k36'zi2`F ING --- L 'J FULL BASEMENT 9 In,CONCRETE SLAB.� L .J I i �• I . DROP NALL UNDER O DOORS TYP I t BEAM KEr� I .F .f V fI1 - _ r — --- -- ------ b z� 3 z z 13-2xI"GIRDa'R B 1/2`DIA.STEEL COLUMN E 3a"z3a`xI2•(ANCRETE FAD T1P I eS,7'-q°COt:C.HALLF I 4z4 F.T.POST IN'J I 16`zV CCNTOJS FOOTING T . I IGALrV.METAL POST AhK AOR L` IYP BEAM PVC.I'.R II 6'-3° ��-� _ s' 12` SONG TUB PIER W/ :. . —— —— — 2b``SIG FOOT°FOOTING TYP. . I o' -- — p , L — -- J f 5HEET. A FOUNDATION PLAN SCALE: 1/4' = 1'_0° - J03:� 111I DRAWN 5Y. KN - j DATE: E/73/tt N (') y N O Lo L W Q — J � J r r > ob RiG10 W114D WASH BARRIER R5VJIRED }.. - - W O- . AT EZTE"iiOR ELtiE 0.1 EXTLRIC,R NAL ® Z X . TOP PLATE . RIDGE VENT- .. W < . - 2x12 RIDGEQQARD - U FABTEtRLRS AT ALL - - �yy ).f.I - - II T/b`LVL RIDGE _ RAFTER/TOPPLATE � Q O . JUNCTI�JS TYP. .. . _ ASPN4LT SNIP - [ O(,. COX'PLYWOOD r1��1 iI 7 % 4'BtACXING LOO.C. �. t2 (E)1 3/4'z 11 1/2'LVL BEAM— I7/b'LVL RIDGE IN FIRST TWO JOIST t RAFTER 0 BAYS FROM GABLE WALL 0 F39 F.G.INSJL R58 F.G.INSUL. e '� 0.��'OG'. �_ -- ii fIpiI llII i1'Ir11I -iIIl i1i1 11I1 In, 1n1 II 11 1 � Iz 4 O.C.II 1iiI II li o� WM} LL OC zR FG.INSUL 11 11 RSO F.G.INSUL I n n n n n n n Q O n ii n n u u (2)1 3/4'z 14'LVL BEAM m m KITCPEN ii F �Iz STRAP?iNG -5zb F.C.GYP.BD. Izb TCG BEAD 6D 1 Ik'---PO"T IN lNLL - (B)2z12 HDR . b'COLUMN .. rt` N O II. BEYOND.. \ .. ARFASEN GARAGE LIVING CARAG t LI G GARAGE VG 3/4'0SB ' 2t6'e O 16`O.C. -i9 n. iFso--�D _2zIOe 0 16'O.C.W/ N m _. -v - R21 F.G.INSUL. I ELOCI:ING -_ -_ - 1,2'COX SHEATHING i IR SO F.G.INSUL - _ - . TYVEG/R.C.CLAP BC. -II - . . FRDNT./W.G.SHINGLE _ 4'CONCRETE SIA3' SIDES i REAR i I. _ PITCH TOWARD DOORS _ - . 2::10'e IV O.C. (S)2.10 GIRDER TYP. - - .a 1/2,STEEL COL. _ � __ ASE�ENT 30'z30'itl2'-FOOTIN o. • - ta-16 v U4 3 I _ w-4 12''.S,7NO TII5�1'PER W/ 25''BIG FOOT`FCOrIN'.TTP. ._ _ - Q Q 3 1/2'CONC.SLAB - -- LU Leal MBE . _ . ZO t Z 26-0x 191-31 NOTE: 24 0' _ _ Q Q-- . - - - 5/5' ANGWOR BOLTS - EMBEDDED 7' SPACED 32" O.C. - - - 12" FROM CORNERS - WASHERS 31x.3"xt/4" SECTION II/"II NNOTC14TR4CTOR TO REFER _ SECTION ION IIBII SCALE: 1/4" = V-0" TO NFCI't 110 X B AND SCALE, 1/4" 1'-0. CHECKLIST FOR ADDITIONAL - - 141GW WIND TECHNIQUES _ RELATED TO THfS PLAN SWEET JOE: MI DATE, b/ice/II . T 20'-0" - t N co zN Q LO LO o � J j O lw -j Z x 14-0 In, .131 B U Lul Lo Ld r o - r z <C ¢ m o i - - I - - GARAGE r i - Q O Q . - SWEET FIRST FLOOR FRAMING PLAN --- SCALE! 1/4" = I'--0" - - URAWN 13Y� KW DATE.: 6/I3/11 f � N �✓ N _ O < O J (1)9 1/2 LVL - _ r > 0 TRUE VALLEY' .., _ _ / -EXPOSED 5ELOw- - � O W Q. � Lu O. Ld r. o 12 UDGE J ® 0) .- K I (E 91 L L e t(1 a- � .. c lil W m u y it 2z12 RIDGE o 7 Q �Cmo m Q_ I: it WE 0 m GEAR1142 14AL.L 24'-0v Q - 0C cr Q 'WILD d✓ER` VALLEY Z 1 (- n - - IS) V `5t11LD OJER VALLEY' -. Q o 8 {z SHEET ROOF FRAMING PLAN SGA.LF: 1/4" 1'-0" MAKIN BY: KI-4 DATE: 6/I9/11 U m z o Q Lo Lo � o J � CO. QLd O W Lo �F Z X . - JOINT DESCRIPTION len•mee a< xursca W lu.a wd:wb r� W Q < eore+a+rule xx w.lu (� Li- ROOF FRAMING - - LIJ O �I KI.�Droa`FTn`rTos u.uLm7 - z-m -loe r.,w oro � 0 �:END HDR TO CORNER '1r�6 DEL TOP PLATE - RafrQ+(Oa xnll.Fn -W - e-tttl eaG1[KG' Q Q WALL FRAMING C=J.'FULL HGT.STUDS - .Top PIAT�aT fTmsFCTlau(Fees-w.II.ED) -ce a-Itd AT JDINTB Ld JACK STUD ND T6 ETUD(/.e[FIL®Y� Ri6G 9�IW :4'OC. . uF-wm ro wcaD�v C 7 ca•o.c.ua+:rx,� co r NAIL TOP PLATE FLOOR FRAMING ® >- c - TO cTTI OF HDR Ale1 r NAG ItZv M1ATE at 6atDFR(TY'IJ.IL2) 4-atl 4.1w PE"t.T Y:/1 ROWS OF I6d NAILS - (ros w.ILm) 4ae )-1a6 stOl B 3'O.L. L STRUCTURAL PANEL .Ul TAW I�E`JP6Tp Y(TOdI�) 9-6�d C IDd PER.GbTT W HLADER CQNTINUOUS HEADER ) - - �° O] W NAILED 5d COYMON - (srm w.ltm) bd 4-IK r�FJT EDGE AND FIELD I @MULTIPLE.OPENINGS F,alm.alsr To e.0 oR tw PUTs(TT-w.IIPD) D-IeD - Z 1- ROOF SHEATHING m 0 - DODR TRIMMER STUDS. - - Pnema3 OR Ti.^.leam�ugiem a.in w'o.e. m ud w®bvs'F m m n- . RR r4'Oc. ed 1. 4'-V P. - I. be912 @DIvuL RAr.[ta RAIF TRUDB u✓�eTFU.-TV W.L 5tl Id I.E J'Fl c . - TFUSB u✓LOB t'G� W _ i�4"�^E/4'Fl 2-5/6'ANCHOR 5OLTS _ r CEILING SHEATHING PLATE IVASHERS r-lw Fl- - - WALL SHEATHING. - - - ... - r'..KD�5,•P��c�wra Para_�s - � - a•mc�c'FIB - - - - .. - .�•6TPa'A:waisw.�D r¢benw Flrs . . - FLOOR SHEATHING ON _ M IDi i'.EPiFA'FlCLD Z - ' THAN I' IK 6 CD4J6'FI'� _ V J to Q X ONARROW NIALL T BRACING A "GARAGE DOOR HGGLE N.T.B. d- Q - AB aou DRAWN 5Y: KlK DATE: E/13/II - AIL_ .. ... .. TempParcelEdit Page 1 of 1 s 66, t Logged In As: wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 041 Street Number: 19 Unit: Dev Lot: LOT 41 Road Name: JEAGLE LANE _._:.:__.. .. .... .__� T/R: w Sec. Road: __. _.. µ_.. T/R: Villlage: 07 - COtult tom' Part of M/P: MAP 002 PCL 002 .__--- Plan Ref: IPLBK 617/69-75 (APP 7-62) Date Added: Updated: ��d D ete Add�A�othe http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, Cotuit, Ma. , 02635. Location: Lot 41 N 19 Eagle Lane Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C 0 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. 0 Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No., 2005-082 0 Deed Book 21059 Page 158 Hyannis, 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 i co co - Ad 0- LOT 40 � N O .0 �p sr• 9� ,� O 0,9�i .c� �t` 09 p, 0� SS 'NO �, \ OPEN SPACE Ar� LOT 41 12,217f S.F. 0.28f ACRES LOT 42 d _ ti s� c ?sAS� r t S c �1Se 9 a 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 Of BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A R SPECIAL,,FLOOD HAZARD AREA. LE N j THIS PLAN IS NOT TO BE RMORDED NOR S IT TO BE USED TO. ESTABLISH PROPERTY LINES. FGISTE�'- . .;►; REGISTERED. PROFESSIONAL LAN SURVEY N BAXTER NYE ENGINEERING & SURVEYING DATE 0 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 00 �`� ` SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE a \ ` WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED z s HABITATS OF RARE WILDLIFE FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' � SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS.' SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER Q 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES U UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER W \ / RECHARGE PROTECTION AREA 2a 4' CONSTRUCTION NOTES. ! I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE A � 4» SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED STING SIGN \� SE SERVII V. 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. x ss o 55.70 IN-46.45 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS,s4s ` DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. Z CURB SMH � 3. SEWER BUILDING CONNECTIONS. �. �01 STOP I=46.52 - MIN. COVER SHALL BE 3 FT. �p C' S \ - SET CLEANOUfS AND MAINTAIN CLEARANCE FROM OTHER �deA x 55.5 O �� UTILITIES AS REQUIRED BY BARNSTABLE DPW. Q �� ` \ s \ MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1x CLEAN �` \ OUT \ S\ hk x 56.3 \ \ ♦��j \\ _ _ 53.0 �P � •�7� � 52 ` x Cotult Meadows Subdivision 52-__52 '� 55. ry�M ` no x Cotult-Barnstable, Massachusetts PREPARED FOR .0 S�>; 49 �� S6 4 " COTUIT EQUITABLE HOUSINGO LLC Hp x (MIN) 0 �.� P. 0. BOX 95 DEEP RAIN GARDEN x VEGETATED 1 no (MIN) ` 4 Centerville, MA 02632 � \ d `� w• `� \ (125 C.F. STORAGE) sNsA�p9 \ \ TOP-50.0/BOTTOM-49.0 -9 j 55.0 `\ THE ` � Site Plan \ 5 54 1.0 0 Lot 41 - 19 Eagle Lane x � \ LOT 41 0 ��5 �� ` 12,21 7f S.F. �� BAXT'ER NYE ENGINEERING & SURVEYING \ 0.28f ACRES 51.0 Registered Professional \ \\ PROVIDE (1) 6' DIA. x'6' DEEP LEACHING BASIN W/ 1' STONE Engineers and Land Serve ors \ y \ S SURROUNDING (OR ALIERNATE 78 North Street,3rd Floor,Hyannis,MA 02601 I N OF MAS \ 49.0 EQUIVALENT VOLUME OF 289 CF) y �`� s \ \ x 51.0 CONNECT ALL ROOF DOWNSPOUTS Phone-(508) 771-7502 Fax-(508)771-7622 M H \ x TO LEACHING BASIN \\ VEGET 1 Y `\ a� � E IL "' \ DEEP AIN GARDEN \\ 0 20 0 20 40 �No 43 30 \ 45.2 \ (12 C.F. STORAGE) \ �Fs TOP-50.0/80TTOM-49.0 T E�� SCALE IN FEET SiONAL EN SCALE: 1" = 20' DATE: 06-24-11 REV. DATE: REMARKS LOT 41 mwm NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214