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HomeMy WebLinkAbout0360 PHEASANT HILL CIRCLE cr�s ,nT F-� I I C i �t ' ti Town of Barnstable . Building Department - 200 Main Street * �ST.BIE• • Hyannis MA 02601 MASS. , (508)i63 S. �862-4038 9qj Argo��A Certificate of Occupancy Application Number: 201001295 CO Number: 20100142 Parcel ID: '002002039 ' '� CO Issue Date: 09121110 Location: " 360 PHEASANT HILLCIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Y. a C--zce Building Department Signature Date Signed �jKE TOWN OF BARNSTABLE Building Application Ref: 201001295 BARNSTABLE, Issue Date: 03/29/10 Permit y MASS. Applicant: BAYSIDE BUILDING, INC Permit Number: B 20100519 Proposed Use: DEVELOPABLE LAND Expiration Date: 09/26/10 Location 360 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002039 Permit Fee$ 1,081.20 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 212,000 f Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND . TO CONSTRUCT A SINGLE FAMILY 3 BEDROOM,2 BATH RANCH ITHrHIS CARD MUST BE KEPT POSTED UNTIL FINAL �AN ATTACHED ONE CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY STREET;ALLY.OR SIDEWALK ORANY PART THEREOF,EITHER TEMPORARILY OR-PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,.NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THEIURISDICTION: STREET OR'ALLY.GRADES AS WELL AS,DEPTH AND.LOCATION OF PUBLIC`SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC`WORKS, THE ISSUANCE OF-THISTERMIT DOES NOT RELEASE'THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: ` 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE 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 ELECTkICAL,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). x MIR ® e . 9 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ow ' ' 1 1 $ k,I V ' po4 a 1 7 f DS 2� 2 0 3 1 Heating Inspection Approvals Engineering Dept c Fire Dept 2 oar l _ "�F = :n TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION _Map Parcel46a, 4 ,39 Application # q� Health Division Date Issued D Conservation Division Application Fee (10 3.�, I l oc� ao Planning Dept. �� Permit Fee Date Definitive Plan Approved by Planning Board dt: Historic - OKH Nis. _ Preservation / Hyannis Project Street Address 3 0 S�9�v'T � f,�'ZF Village ®? a Owner C67o tT�L 0 V 1 r.Af5LE ®L)5 iAt,6 Address (fJFU7FA✓/LL'E7 Telephone -1 7� Permit Request U C'O�JST�UG7 /1 5 IIJ6'Lf FA o1�lLy 13F1 d4� , Z �3�}7/ A 4AJC- 0,117H 4,v 4r74C.(tFb 0AXE C0)f F Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain �' Groundwater Overlay Project Valuation ��� Construction Type lea - 12,41 Lot Size A/PQ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure A✓W Historic House: ❑Yes UlAo On Old King's Highway: ❑Yes &'No Basement Type: ❑"Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)_ A '17 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: 2/Gas ❑ Oil ❑ Electric ❑Other Central Air: M4es ❑ No Fireplaces: Existing New G Existing wood/coal stove: ❑Yes 3416 Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ /q 141�0 Attached garage: ❑ existing dnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes alfVo If yes, site plan review# 1 Current Use V'AC4417' Z0'Y Proposed Use Co 5. APPLICANT INFORMATION (BU/IfLDER OR HOMEOWNER) ` + _. .. t a ....rye...+-. i..� + ,- •- .J' - ` ...� �».�F.---. . �...��. .v..Y'a ...w•... _r!'w^^�. _R:,.-�-. ...•w,.-n .. -.-•-w... Name Telephone Number Address License # 15�O/y�^ 22.1" Home Improvement Contractor# Worker's Compensation # &ZF 00.7.3 YW - 11) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ����� SIGNATURE DATE 3//7/l® 4 j FOR OFFICIAL USE ONLY APPLICATION# + DATE ISSUED -MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION ot-4-- a `. FIREPLACE 1 ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i1 FINAL BUILDING N � 4* 4- fa � `l a-);W&I DATE CLOSED OUT *� ASSOCIATION PLAN NO.. r s 1HE PotyM Town of Barnstable Regulatory Services Thomas F.Geller,'Director MAM Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601. Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign Tbis-SectioYi If Using ,& builder �30 14XI T� �OCEFY MA7,WF.e the.subjectptope-ty. ....... ._... .: hereby authorized to;act on may,b ehalf,. in all matters relative to-work authorized-by this building,pe=t•application for: (Addtess of Job) sigmtute of Ovner Date 132 /fW r sue. )qCF- Print Name liar l3 131U 11 13AM T'4tr�:�.1Fc�i.t hl 0 111 8 P 2 Page 1 of I 7 , Log CeI In As Fra;, Pa I p'cel IuCsday March 1C .QiQ Cher"ij�f Appiiratinn (,.enter Road System Reports P,oad Systorn Parcel Detail Parcel ID! f`l6?F)--,2 li J — SewerAW: � T/R {— Update Devel Lot: L0 f ';Owner:. CC'T U(T FC)_1 TAGLC 11(X'SiNG L L C, ,7o Owner.. J J i Street, P(D vf..!i: jCtY: CCITT ERML LE state'. i'J]!\ zip-- PHEASANT Eit Ltscatir�n:� 3 0 1� HILL CIRCLE Village; Cr-iuit -J Road Index' �335 Pri Frontages 112 TO p,;f i rozid, ypU can also enter road index and tab Wit of field. Secondary Road OO PR Y DRIVE See Index 2338 Sec Frontages 117 Visions Location: 1360 PHEASANT 1-TILL C:IPCLL Las �[�d�ate 12/1 /2009 '14 '18 53 No. Bldgs; f) Alceount Nq� dC Lot Size (acres): U.:317954'1 y State Cl?ss: lij�N Year Added: Flee tiist -- Deed Gate; rJ?,,i'l !;7 Deed Ref, 218�''i('E' t Land Value: �I?'l l.i) � Bldgs Value- () � Extra Features,,, ............... _ Cond�-Cortpiex! i --. 6uilding.F —� tlnit:�-....,...,,,..... E I Update .. ..... - ... - - , ,'„"""t k»,vw q s.x..r¢ 3r+ .v,.;� •r; -...s. r-,,`. e ry ,,, ""i° v,> `r. _ Qoarcf o uc c ng eaand Standards. Construction Supervisor License ° �� License C5 5645 p r t on /19/2010 , Tr#' 22048.. x x j� ;K BRIAN T QACCY � } �� 1 PO BOX 95 ,. CEN TERUILLE MA 02632 Connnissconer 00 35,000;cf enclosed-space ,.. , IA'-Masonry only: 1G-1.2 Fa—i ily Homes Failure to possess a current edMon_of the Massachusetts State Building Code t is cause for revocation of this license s The Commonwealth of Massachusetts Department.of Industrial Accidents Office oflnvestigations: 600 Washinkion Street .. ..... Boston,M4 0.2111' . www:mass.gov/dia ' Workers*Compensation lounmce Affidavit: Builders/Coiitractors/Electricians/Plumbers . Applicant InforMation Please Print Lefyibly Name (Business/Organization/Individu al) : •Address: �� �� �� g�' City/State%Zip: ULL Phone.#: �1— / y� Are you an employer?'Check the appropriate box: +: Type ofproJect(required): 4; I am a general contractor and I 1,❑ I am a employer with 6, ❑New construction employees (full and/or part time),* • have hired the slob-contractors 2;[] I am a•s ole proprietor Or partner- listed on the'attached sheet 7• ❑Remodeling . ship and have no employees 'these sub-contractors have g :[�Deinolition e to ee and have workers'. working for me in any capacity, : Y .� 9. ❑Building addition - comp:insurance,$' a workers comp,insurance..- . 10,❑Electrical repairs or additions required.] 5 0 We are a corporation and its p 3.d I am a homeowner doing ali work . officers have exercised their 11:[]Plumbing repairs or additions ' myself; [No'workers' comp.. . right of.exenlption per MGL 12,C]Roof repairs . c, 152; 1 insurance.reguired.]fi.. . § O, and we have no 13:❑ Other ' employees, [No workers .comp.insurance required.] *Any applicant that checks box-#1 must also fill out the section below showing their workers'compensation policy information, f Homeowoers,wbo`subrnitfhis affidavit Indicating they arc doing all work and titan hire outside•contractors.mu5t submit anew affidavit indicating such, tContraetors that check thisbox mut.t attached on additional sheet showing the name of the Sub-contractors and state whether ornot those entities have employees. If#be sub-contraethis,have employees,theymust proYidt their workers'comp.poNcy number, X am ax employer thrt[.ts providing}workers'comp ensatioit insurnnce for my employees. Betow ls.the policy,und job site' information. Insurance Company NaSne:. 1�... Policy#or Self.ins..Lic,#: '6)6 L0673 'L UA6"'�� '' Bxpiration 1)ate: I:h lit 7oli Site Address:3�0 �5� — �LC �CCL n Cit},�State/Zip:_ �U G Attach a copy:of the workers' compensation policy declaration page'(showing•.the policy number and expiration date). Failure;to secure,coverage.as required under Section,25A of MGL d: 152:can.lead to the imp of criminal penalties of a. fine tip t6 $.1,500.00 and/or one-year imprisonment; as well as civil penalties in the form of a STOP WORK,ORDER:and a fide- of up to$250.D0 a:day against tllq violator: Be advised that a copy of this-statemmit.mayb6 forwarded to the•(Oft3ce of invostigations.of the bIA for insuragge coverage—verification, Ido hereby certify undera'hepains andpenakYes afperjury that the lnprmationprovlded above is true and correct.: Si afore: .. Date, Phone Official use only. Da�zot write in this area, to he comjletad by city or town official _. . - ... City. or Town: ' .Permit/Llcense# Issuing Authority(afTde one): .'1,Board of Health:2.BuildingD.epartment 3, City/Town Clerk 4,ElectricaI Inspector .5.Plumbing Inspector 6; Other Cont2 Ct PerSdn7 - r REScheck Software Version 4.3.0 Compliance Certificate Project Title: THE VILLAGER MODEL+SUNROOM Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 1744 ft2 Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC Compliance:5.0%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value b.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1744 30.0 0.0 60 Skylight 1:Wood Frame:Double Pane with Low-E 20 0.310 6 SHGC:0.31 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1744 19.0 0.0 82 Wall 1:Wood Frame,24"o.c. 590 19.0 0.0 28 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"o.c. 530 19.0 0.0 22 Orientation:Back Door 2:Glass 150 0.310 47 SHGC:0.31 Orientation:Back Wall 3:Wood Frame,24"o.c. 582 19.0 0.0 30 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"o.c. 582 19.0 0.0 32 Orientation:Left Side Door 4:Glass 42 0.310 13 SHGC:0.31 Orientation:Left Side Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 15 SEER 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 2006 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title:THE VILLAGER MODEL+SUNROOM Report date: 03/25/10 Data filename: C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 1 of 5 I Name-Title Signature Date Project Title:THE VILLAGER MODEL+SUNROOM Report date: 03/25/10 Data.filename: C:1Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 2 of 5 `y REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,24"o.c.,R-19.0 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: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. 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 Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: Project Title:THE VILLAGER MODEL+SUNROOM Report date: 03/25/10 Data filename:C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 3 of 5 ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and1Model Number: ❑ Air Conditioner 1:Electric Central Air: 15 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. 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. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating and cooling equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181 A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 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-2. 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. NOTES TO FIELD:(Building Department Use Only) Project Title:THE VILLAGER MODEL+SUNROOM Report date:03/25/10 Data filename:C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 4 of 5 Project Title:THE VILLAGER MODEL+SUNROOM Report date: 03/25/10 Data filename: C:\Program Files\Check\REScheck\VILLAGER+SUNROOM.rck Page 5 of 5 20061ECC Energy Efficiency Certificate Ceiling/Roof 30.00 Wall 19.00 Floor I Foundation 19.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.31 0.31 Door 0.31 0.31 �y Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 15 SEER 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 HARVEY LOT 39 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category.............................................................................................................................:..B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ................................. < Mean Roof Height .....................................................................(Fig 2)..................................................15 ft s 33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 50 ft 5 80' Q Building Length, L ..............................................................(Fig 3)..................................................64 ft <_80' Q Building Aspect Ratio(L1W) ...............................................(Fig 4)................................................1.5 5 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)................................................... 38 in. Q Bolt Spacing from endfjoint of plate ............................(Fig 5)........................................12 in.<_6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.z 7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.z 15" N/A PlateWasher...............................................................(Fig 5)..............................................>_3"x 3"x%" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).............:............. ...............—9'-0"_ft<_12' Q Full Height Wall Studs at,Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft 5 d N/A Floor Bracing at Endwalls...............................:...................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sh eathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height e� r Loadbearing walls........................................................(Fig 10 and Table 5).........................81-6"ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.<_24"o.c. Q WallStory 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 WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 6 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 z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.5 11' Q SillPlate Spans ........................................................(fable 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.5 12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft—in.5 12" N/A Full Height Studs(no.of studs)...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Q Sheathing Type.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)....................................30%for one floor Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Q Maximum Building Dimension, L Nominal Height of Tallest O' enin 2 '- " SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)....................................15%for one floor Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) 20%........... Q Wall Cladding Ratedfor Wind Speed?........................................................................: Q..................................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 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 s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)...,..........................................U=236 plf Q . Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12)................ .................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13).. .............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft 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.z 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q HARVEY LOT 39 COTUIT MEADOWS MEETS THIS CHECKLIST THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e.. Comer 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 5301.2.1.1)1 -MEN THE EDGE RESTS ON PFIAMING USE8d NAIS AT fibs. n Ii .. 11 - i 1 11 11 11 Ir I 11 u Ia 1-I n 11 I 11 It . Y 11 r, 1 m 0 (1 I r Q 1 m 1 I IL 1 11 1 � fi Ir W =� U 1 W ii g I 1/ Ir Yt IL I Q p u t1 h I ¢ II JI 7 It 11 'Ts 1 u t n r1 tl i n 11 tl t MAILSPACING PANEi_ 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(ego CMR 5301.2.1.1)1 1 1 N ! f 1 z Q 1 / i 1 1 1 FRAMING h EMBM ledi I t i 1 EDGE WERME17ATE 1 1 Z STAGGERM 3•MNI BWL PATFERN EL PAWL EDGE DOUEEE NAIL EDGE SPACOG DML Detail Vertical and Horizontal Nailing for Panel Attachment Sub Contractor General Liability Workers Comp ll Cape Garage Door 06101104 10/07/10 06101104 06101110 luminum Products of Cape 08115104 08115110 08115104 .08115110 Baxter Nye Engineering&Surveying 08111105 08117110 08120104 08120110 Bortolotti Construction 03107104 03107111 03107104 03107111 Cape Cod Copper 02107108 02107111 04104108 04104110 Cape Cod Marble & Granite 07101105 07/01/10 08116105 08116110 Cape Concrete Forms 06105107 08112110 12107107 08112110 Carpet Barn Inc 01101106 05101110 01101105 01/01/11 Casella Waste Management 04130108 04130110 05101108 05101110 Chaves, Robert 08113104 08113110 12117104 12117110 Christopher Costa, Inc. O1122108 08105110 02106107 02106110 Concrete Cuts.& Coring 06107106 06107110 10106106 10/07/10 Cornerstone dba Tony Arede 03110106 10122110 03117106 02123110 Coy's Brook, Inc 04124104 04124110 09121104 10101109 Dartmouth Pools &Spas O1101108 01/01/10 01101105 01/01/10 Davids Building&Remodel 01/O1/07 01/01/10 06114104 06114110 D.P. Fuccillo Construction Inca 10120106 10120110 10120108 10123110 Fast Glass Service 08108109 08108110 04107109 04107110 Govoni Land Services 05131104 06122110 07104104 06122110 Hill Construction 04129107 04129110 08114104 08/14/10 oyce Landscaping 11115104 11/IS/10 11115105 11/IS/10 Kitchen Appliance Mart and 08112104 08112110 01101105 01/01/11 Electronics L &M Glass Co, Inc 05101104 05101110 05101104 05101110 MacDonald Concrete Finishing 01109104 01109110 04107104 01109110 MAP Insulation 10/01/07 10/01/10 10/O1/07 10/01/10 Meagher Bros. Construction (DECKS) 04125109 04125110 11109108 11109110 Meagher Construction (ROOFER) 06119104 03113110 06/23/04 06123110 Morse's Masonry 03110107 03110110 10111108 10/11/10 Northern Sealcoating 110/01/07 10/01/10 04101107 04101110 orthside Design Associates O1115107 01115110 11130106 11130110 Pastore Excavation Inc. g 06105108 06105110 10112108 10/1211 L Pro Fence Co., Inc. 03126107 03126111 03126107 03126111 Reed, Mel 07121104 07121110 07121104 07121110 Seaside Alarms, Inc. 02125109 02125111 02110109 02110111 Sprinkle Home Improvement 07101108 07/01/10 01101109 01/01/11 Steven Johnson-SMJ Carpentry 04125104 04125110 04125104 04130110 Triple Crown Cabinets&Millwork 07130107 07130110 12112107 12112111 VMA Electric 06118108 06118110 06118108 06118110 Viola Associates Inc. 04129108 04129110 04129108 04/29/10 Walpole Woodworkers 10115106 10115110 10115106 10/15/10, Whiteley, W. Vernon 10101104 10/O1/10 10/03/04- 10103110 Wood Floor Specialists 02103108 02103111 02103108 02103111 ' N U m SMOKE DETECTORS RJPER �I N NBARNSTABLE BUILDING DEPT. s. W 0 DEPARTMENT----- `---- ----- TURES ARE REQUIRED FO - -- O —=--- ---_ __ - EE PER ~ _ — LD CODE ULL 00 ©®®� o® ®_©® - Ral, FRONT ELEVATION c $ ZO SCALE: 1/4° m I'-O° m m 0. ul Z Z -- _ -- lu - - _ L Q lu -_ w v •w Qp~ E� T _ SHEET J �. REAR ELEVATION 1 j v SCALE: 1/4" I'-O° IV JOB: IOI3 DRAWN BY: KW DATE. 3/72/10 O '® Q Ln lA 1 yob -_ LO O 4 --- - _ _---- Qs - I-- In /1 — U -- -- 0 . d O q ® � OD � O f LEFT ELEVATION Q ZO SCALE: 1/4" = I'-O" - m �7 a to LU — Z j F Q — �F® ----- ~ J �O w �m a� a 0 F� SHEET L———J L———i - - RIGHT ELEVATION SCALE, 1/4" - I'-O" - JOH: f013 . DRAWN HY, KW DATE: 3/22/10 .. 14'-0' 14'-0' _ P9161611 R/Emil 9 _ -- Lo 11117/S'w In 7/0 _ o - (3)In 74 LVL HDR -�= o �, Ln I112' LING I a •' N ———I 12x28 DECKui o PS 61611 R VI I I ! I I �.3-la o cl n s/4k82 7/S° I Fs6o6 I I I Fsba I - _� °•� � al L -J � L__-J g N w� OD • 1 I2fi-I 2fi i L ' 1 (s)It 7/s.LVL NOR _) f ` %E— V BUILT IN i CAB'S W/ ija. `. e f v SHELVES A50VS - 2g N N O 28 - 9 PINING —� -------------� —___—_ VAULTED CEILING _ x li-o'CATHe�RAL CEILING _ ��'i RL4T BULK HEAD_ �,�)*J,1 d GREAT ROOM '' m MASTERCB�E�DROOM o OAK N TO ® � �___________________ ______ E AST 0 PW o TW 24410 GARAGE. o 2A 7 BATH Tw 24410 `? N GO 1/65k 60 7/S' PITCH TOWARD DOORS CCNRLTE SLAB 2$ - 5'-6" 3'-4. /4° I -S° 10'_4' i2'-4^nLE o ` MMw FILE -- - ---��� BUILT IN 2 Ifi O I V i = (2)14•LVL Q ELVES ABOVE O BFAM ABOVE ....: ...R.. _ _ LIN m � M�, ^^ W Y NI P ST - N FLAT CEILING P `.0 2fi m R' DN� R RAISED CEILING - .. I KITC{-IEN m t Ipw H cis i" OAK ___.__.. 2fi AT 24 SA &W 99E NARROW LL $ I HALL TILE DETAIL �. i _ FQOAK O OAK ® - 3 T-Wx9'- 037.DOS _l O T 29 .. N w g 1 v { 32 59 Z CONCRETE APRON 4. -J REF 2 TW 2-04K1 w i J I , P t 7 10° -S° '-IO°' B'-10' TV W .. 1. 101-6°F.ATHEDML CEILING :e F s -PORCH® ( P Q BBDROOM #1 TV `mt BEDROOM #2 { o_ �a I— Z N - R N I CARPE'fl cl CARPET Q Q I I E I cpnPurER o 1 7 lV lV N N N Q t 3 � 3 FF r m 9'-O" 2'-6" 5'-O° 6'-O° 5'-0° 6'-0" 6'-O" :7'-O" 7'-0° SI-IFFY 14'-0' I6'-01 I2-O° 14-O° 64'-O FIRST FLOOR PLAN JOB' 1015 SCALE: 1/4' - Y-O° DRAWN BY, KW - DATE, 3/22/10 N 64'-0' (1� 14-0' 36'-O° - (fl 26'-0" - ei_0" Ln I _-,----------.------------------------------ `----------- Lo I I i - --- ---f �'�-- �;�-----1�-----yam 1 I - GIRDER - _, _,, _1 n I -- S62xro I I GALV.METAL POST ANCHOR > I I I I W •SOW TUBE.PIER W/ 1 I f 26''BIG FOOT•FOOTING TMP. 2xiDb i - 0 .17 z .,I • y wwo VI I I LL. L- - -- - - -- - W O N I I I BEAM POCKET -— l=EiWAM ak T'a'CCNC. w'x wAu art PoacEr— ;I o ——————— I w'coNTlnvaus FOOTING I 1° I 3'za W-O" 14'-0' r-B' I^ I --T'-to" 4lLL UNDER I I I I --- ® f �i®dll 1 I—f--I I 6'BI CO I I vmmo noIF DOOR W/ 0 L t JIS'EDCT. I ` I I s I/2'CONGRa TE sLA6T J II I -- —FULL BASEMEN - M! /Wy� L1Wq 46'CONC.WALL + 16. 0' •'coNnnvou6 FNT NG mP. Z s'_11a 1 I v m 0 o n I GARAGE I _ 2xtde 2xt0'e I o I CONRETE SLAB P TCN TOKARD DOORS I i t� ( P t�l i NOTE: `1 8/8" ANCHOR BOLTS r POCKET ^.._: SPACED 32'O.C. I 12' FROM CORNERS I a a I v A r P y�o I ———————— I...;i WASHERS V.S'A/4' 9° - I I DROP WALL UNDER I I I I W seE�ru Wa L a } I j m Q tl1 L----------- --J U ` r: -� L1J i I N O — ---------- _ i I A j LJ_J I I W r d BEAM IPOCKBT' - I Ell - - B-2x10 GIRDER 6 , °%i I I so'e3okt7 CO CRM PAD TTYEL P.P. ----- - ------- ---- - I — o 4s4 P.T. I I I s'x r-R'CONC.WALL I 0 m m GA IO'' POST ANCIM SONO TUBE'PI W/ 9'-6° '6'_3o I `':I B:AI•I POCKET ib•xi CONTINUOUS KOTNG TP. 221'mG FOOT'FOOTING .`I .. — — J I Q —— —— — a J ♦ I' I fV IV 2'_31 q'_6" 2�_3" 914FEETT i4'_On I6'-01 I2'-0" � 14'-O° 8'-O" / \ 1 64'-0° {/A �/�p FOUNDATION PLAN JOBl 1013 SCALE: 1/4" - 1'-0' DRAWN BY. KW DATE 3/22/10 .. N O m o, in W Q -i TTSSN W 0 B2'-0" .~j 16'-0" _ 16'-O' W . RIDGE U VENT I� 2.12 RIDGE BOARD - W ASPHALT SHINGLES w CDX PLYWOOD 0. 1(-i RIGID WIND WASH BARRIER P02UIRED 12 A7 EXTERIDiit EDGE OF EXTERIORTOP PLATE; _ 12 1 � 'HURRICANE C o 0* _ aCUP' R30 P.G.INSUL. - �y 0 ebb • .C. Y/gam FASTENERS AT ALL 7 LLW RAFTER/TOP PLATE •p / ' 2}�� CC JIBtCT10N6 TYP. ./g . oS m W 16'O 20s 0 Ib .G (2)1 3/4'x I4'LVL B e I Z to STRAPPING ii KITr-WFN (3J a1a m O SYS F.C.GYP.W. BETWEEN GARAGE 4 WING (S)2x12 WDR. POST M WALL— 1.6 TfG BEAD BD. im GARAGE AREA BLOCK NG 4'-0'O.G BETatrD 1 i 0 e'cowro� m �" P IN FIRST TWO JOIST AND RAFTER BAYS FROM GABLE WALL T!G 3/4'PLYWOOD II - 6 ao 2XIWw.Y 16b.C.W/ i i m 6.016'O.G D BIJ7CKEI1 I I R19 F.G.INSUL. R W F.G.INSUL I I I/2'COX SWEATWING _ 4•CONCRETE SLAB �K i i TYVEK/W.C.SW PRCH TOWARD DOORS `Q II W 11 P.T.2.10 B IV O.C- 'IF P.T.21B's p WO.G V ......,. -.. . ..........: ...,.. - (3)2.10 GIRDER TTP. Z 2-2xS GIRDER Q N i 414 P.T.POST 3 GALV.i'IETAL POST ANCHOR 3 VY STEEL COI.. l 10'-sow TUBE'PIER W/ .WxO'FOOTNG JIO'I`°SONO TUBE'PIER W/ w On LE 16''BIG FOOT'FOOTING TTP I 26' x FOOT'F�TMG TYP. a 2W-0' L—� L—� Q LU 1/2'GONG.SLAB z _ V � m � O SECTION °B° SECTION "A" SCALE: 1/4' I'-O" - SCALE: 1/4" I'-O' e - SHEET1 JOB: 1013 ' DRAWN BY. KW ' DATE: 3/22/10 B u Ol 28'-0° 0 MOWN Lo I aai OD o ® Q= �,0� tt Y! ■J® z ` - 14' O° U LL � a0 ® (n � OD 3 g� L m^ t gg Q Z A' m - - �rARAGE' - n U1 uFao U _ - Z Q 3 } w Q } w IU m rL � N E J SWEET FIRST FLOOR FRAMING PLAN 52 J08� 1013 SCALE: I/4°-= 1'-O" DRAWN BY: KW DATE. 3/22/IO 14'-L u • � (3)it 7/8' VL NDR - ��qq' 4Y N O BEmuLID a, U? W pp M m > Ob W 0,^ (3)It 7/8 LVL NDR LO W V Li 202 o g +. qP,121PJDrp' C O- 2r1 R1Q^.E Z m m 0 BEARING WALL - 0 3 _ A Z . a 0- 'BUILD OVER' VALLEY g� F J N N Q 'BUILD OVER VALLEY' - _ .. m � O ROOF FRAMING PLAN _ 54EET _ - JOB: IDI3 DRANN BY. KW DATE. 3/?2/10 • - � N t9 EXTEND HDR TO CORN- 2.6 DEL TOP PLATE - RAFTER 0 16"O.C. FULL HGT.STUDS JACK STUD - r,y^^, 6 4I NAIL TOP PLATE— TO BTM OF HDR APPLY SIMPSON'MSTAIH CONNECTOR - - H2.5 @ FA.RAFTER W/2 ROWS OP 16d NAILS ON THE INSIDE FACE OF HEADER °0 wO ®3'O.G. TO EACH JACK STUD Jr Lh STRUCTURAL PANEL HEADER % TOP PLATE �1 A NAILED Ed COMMON CONTINUOUS HEADER O S'G.C.EDGE AND FIELD CORNER i0 CORNER * Nt OVER MULTIPLE OPENINGS W W � DOOR TRIMMER STUDS � Z SHEAR WALL COMPLIANCE,: - RAFTER TO PLATE CONNECTIONwomo V,J Wa WS OF EACH WALL RUN 5CA1-E:N.T.S. W-s/a°ANCHOR eoLTs I - - L. /3'xB'PLATE w4sHERs VERTICAL SHEATHING WITH La 0 EACH NARROW WALL SECTION I� ad NAILS 3" EDGE/12° FIELD °•. (4)16d NAILS PER FT BOTTOM PLATE .( L- 15%OF EACH WALL RUN _ d 20%HDR>V-8" " ,r VERTICAL SHEATHING WITH - - - - - 8d NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE - 00 0 NUMBER ` } - JOINT DESCRIPTION W COMMON NAI BOX NAILS DP NUMBER of NAIL SPACING � M� ram, ` LS °"'_ W NARROW ALL BRACING AT GARAGE DOOR SCALE:N.T.S. ROOF FRAMING ,�4� m TO . BLOCKING TO RAFTER(TOE NAILED) 2-ad 2-IOd EACH END r'E 3: RIM BOARD TO RAFTER(END NAILED 2-Ibd S-16d EACH END ■u!I M y. WALL FRAMING - - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-1" a-I6d AT JOINT9 _ STUD TO STUD(FACE NAILED) 2-Ibd 2-16d 24°O.G. DOUBLE ROW A HEADER TO HEADER(FACE NAILED) V6d 16d 24"O.C.ALONG EDGES STAGGER NAILING— INTO BOTH PLATES r FLOOR FRAMING 2x6 05L TOP PLATE tu JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-ad 4-IOd PER JOIST V J BLOCKING TO JOIST(TOE NAILED) 2-Sd 2-I0d EACH END Z _ BLOCKING TO SILL OR TOP PLATE(TOE NAILED) - 3-16d 4-16d EACH BLOCK W 'Q %. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) H-16d 4-16d EACH JOIST Q N JOIST ON LEDGER;TO BEAM(TOE NAILED) 3-ad 9-IOd PER JOIST (� w BAND JOIST TO J015T(END NAILED) 3-Ibd 4-16d PER JOIST Q Q BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D H-16d PER FOOT N1 Q VERTICAL ROOF SHEATHING iL Q STRUCTURAL PANEL �,. W Q NAILED Ed GAMMON WND STRUCTURAL PANELS W T A V O.C.EDGE AND 12°IN FIELD RAFTERS OR TRUSSES SPACED UP TO 16°O.C. -Ed 10d 6'EDGE/6°FIELD > RAFTERS OR TRUSSES SPACED OVER 16'D.C. ad IOd 4°EDGE/6"FIELD Q V GABLE ENDWALL RAKE OR RAKE TRUSS w/°GABLE OVERHANG Ed IOd 8°EDGE/6°FI— GA ALL RAKE OR RAKE TRUSS ui/STRUCTURAL ad - IOd 6°EDGE/6"FIELD Q GABLE END'WALL RAKE OR RAKE TRUSS u✓LOOKOUT BLOCKS Ed _ IOd 4°EDGE/4°FIELD I,) () oouBLE ROW CEILING SHEATHING 7 STAGGER NAILING �_. GYPSUM WALLBOARD -Ed COOLERS - T EDGE/10°FIELD �Nv ' INTO BOX AND SILL J LL WALL SHEATHING E WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24'O.C. ad 10d 6°•EDGE/12°FIELD X2°AND °FIBERBOARD PANELS Ed - 3°EDGE/6'FIELD )V GYPSUM WALLF]ARD 5d COOLERS - V EDGE/10°FIELD SHEET FLOOR SHEATHING WOOD STRUCTURAL PANELS P OR LESS ed IOd 6°L°DGE/I°FIELD � .54 FULL- HEIGHT SHEATHING —SING-LE FLOOR GREATER THAN 1° Od 6d 6"EDGE6°FIELD SCC,LE:N.T"5. JOB, 1013 DRAWN BY, KW DATE, 3/22/i0 Founda ion Certification in -Barnstable, Cotuit, M a. 02635 Location: Lot 39 Pheasant: Hill Circle - Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC @ Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. 0 Deed Engineers and Land Surveyors Book 23161 Page 59 78: North Street, 3rd Floor. Barnstable Zoning Board of Appeals. No. 2005-082 © Deed Book 21059 Page 158 Hyannis, MA 02601 : — Minor Modification No. i ® Deed Phone (508) 771 7502 Fax - (508)-771-7622 Book 22249 Page 282 , Job Number: 2005-214 Scale: 1" _. 20' 04-14-2010. +4 cep a ► : �s ,1011ob o Ao• `� _. . R� •9. �O�0�. o _ 'c� O R �6.0; �/�,y M p T� CO LOT. 39 14,042f S.F. 0:32f: ACRES 41 �ro 1 Y 3 c ®�, . .. L=40.20® P75.00' z ,,may O CERTIFY. THAT. TO THE. BEST-OF .M.Y KNOWLEDGE THE EXISTING .STRUCTURE SHOWN HEREON IS IN. ... COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF �� t 4 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: SPECIAL FLOOD HAZARD AREA. ;.THIS PLA IS NOT TO BE :RECORDED: NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. r REGISTERE PROFES IONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE c C - 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. `r 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, ` \ AREA OF MINIMAL FLOODING. S 5. ENVIRONMENTAL NOTES. \ \ SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL, s ��r CONCERN). ���� S �,� A� SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE ��,• s, ? \ WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED QS,, ,1,` �9j\t�y� �y � " Z CURB-=� �F FUIBITATS OF RARE WILDLIFE FOR USE WITH THE MA WETLANDS STOP �s >r��s �,A PROTECTION ACT SITE DOES NOT CONTAIN A/CERTIFIED LATIONS 1 1 VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS."x 3.5 CLEAN` S� SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER �� OUT S,iq�1j �\ 1, 2006 "PRIORITI' HABITATS OF RARE SPECIES" FOR SPECIES o� x 53.2 \ eP� B�� 8� UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, V '.S o,'' / 3 \ s' REGULATIONS (321 CMR10) c,°c 00, ;.'�'x k \ \ �, SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER / hk 54.2 '�!'' 53.75 `� �'31 ��s - 'V�� t _/ RECHARGE PROTECTION AREA / �A Zl� 54.5 x o• '� cal \ ✓ �- CONSTRUCTION NOTES: 0 \ � 53.0 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE GETA t 2" JK' \ s�ti �• 54.2 x 53.0 S, S� � SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED DEEP RAN GARDEN `s \ /�0 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. (2510 F. STORAGE) �� � �s �. XD C2 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM TOP s1.o/BOTTOM-So. �s ` 'o• , $ \ py� THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, o• 54. �' o Is, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 52.0 SMH 91 M .- 3. SEWER BUILDING CONNECTIONS. x R 3 s \ , i_ .34 SMH2 - MIN. COVER SHALL BE 3 FT. 50.0 Ao, 43.29 SMM10 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER '5• �5 UTILITIES AS REQUIRED BY 13ARNSTABLE DPW. 50.0 530 o � x. c �ti 54.0 OX S \ - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL. BE 2.1% �r G '� 0 \ �T 53.0 ti `�S• `�� \ PROVIDE (1) 6' DIA. x 6' 52.0 `S6'• DEEP LEACHING BASIN W/ 54.0 1' STONE SURROUNDING / / ~� Q ALTERNATE EQ IlM�VALENT VOLUME) %1 1 52.0 Cotult Meadows Subdivision CNNECT ALL ROOF w ` y DOWNSP TS TO "' / w Cotult-Barnstable, Massachusetts ACHING ASIN L T 39 �0� \w w 14 42f S.F. 6 5 ? 53.75xPREPARED RA . 2f ACRES COTUIT EQUITABLE HOUSING LLC \ P. 0. Box 95 0r\ Qj Centerville, MA 02632 yo X \ '\ MLE 0 , �� L-4o.zo� ��k� , Site Plan '�' Lot 39 Pheasant Hill Circle IN, N A�C� �\ °0 �- BAXTER NYE ENGINEERING & SURVEYING \ �` Via• , 49. Registered Professional �K of M Engineers and Land Surveyors sTEPFiENs9c Phone-(508771-7502 r, Faxn508 7712-7622 ( ) vL a. 6345 � a \ \ 'dtcFG/STE��O��� in \ X 20 0 20 60 sSIonrAL E�'G rq X o DSO\ SCALE IN FEET y� SCALE: 1" = 20' DATE: 3-19-10 y V REV. DATE. REMARKS N s LOT 39 g Www N i 2 t7 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw - - - 2005-214