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0087 OSPREY DRIVE
/07- S Town of Barnstable Regulatory Services Thomas F.Geller,Director " Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# C D IO CP� FEE: $ SHED REGISTRATION 120 square feet or less 87 O 5 PRAY b 0a-ru i 7 Location of shed(address) Village C/�0V r __L �°�CG1 U 568- Cal Property owner's name Telephone number Size of Shed Map/Parcel# L2��-Zzz i e t Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 �j�/"7 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE 1 ABOVE COMMISSIONS,THERE MAY BE A REVIEW PRQCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. a THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN A Q-forms-shedreg REV:042506 i Town of Barnstable Building Department - 200 Main Street 9 � Hyannis, MA 02601 F16 9. (508) 862-4038 Certificate of Occupancy Application Number: 200904650 CO Number: 20100011 Parcel ID: -002002066 CO Issue Date: 02102/10 Location: 87 OSPREY DRIVE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: • � D� o i �o Building Department Signature Date Signed 'CViN ` . 1Hhi� - I1 'S�fAB Bu,;,Iding . Application Ref: 200904650' • BARN. ABLE, Issue Date: 10/08/09 Perm' lt - MA Applicant: BAYSIDE BUILDING,INC Permit Number: B .20091936 Proposed Use: DEVELOPABLE LAND Expiration Date: 04/07/10 Location 87 OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002066 Permit Fee$ 1,091.40 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 214,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM, 2 BATH RANCH WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL 2 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: � 2L� THIS PERMIT CONVEYS;NO RIGHT TO.00CUPY ANY;STREET,ALLY OR,SIDEWALK ORANY PART THEREOF,EITF ERTE'MPORARILY OR=PER>IANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER-THE BUILDING CODE,MUST BE APPROVED BY THE.JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND,LOCATION`OF'PUBLICSEWERS MAYBE OBTAINEDTROM THE DEPARTMENT OF PUBLIC WORKS: jTHEISSUANCE OF THIS PERMIT<DOES NOT RELEASE THE-APPLICANTFROM,THE CONDITIONS;OFANY 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 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 Q� �r ,�AfAWC-L.,."cam � P � � I I� �� 1. �z � 2 �,. rYICQ v� 2 2 i 4 2 j 13F)�j p?j 1/a.6 410 A 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 `��> pS Bo0 of Health ) J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � �- Parcel ��• y lta .' Application # 0� " Health Division s' " Date Issued Conservation Division_� mil/ �• Application Fee i if Planning Dept. 01-ol Permit Fee I Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address 7 05PRE Y• •)2 I 14 Village Ge)7`U / r OwnerG'077//7- _Fdi11T- wd cl,51'o LL-r— Address ?-2)Je li?S CIFAITGe(l lL4r Telephone - . , Permit Request 7D G'r��'✓5i/�c/��' �i !� Z>RaIIi la`9 641 Square feet: 1 st floor: existing proposed 15&M 2nd floor: existing proposed Total new Zoning District 6 Flood Plain �-j ' Groundwater Overlay Project Valuation a2�y� '� Construction Type Lot Size Id, Grandfathered: '❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure emu✓ Historic House: ❑Yes Uo On Old King's Highway: ❑Yes tra'No Basement Type: C(Full ❑Crawl L(Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) / 5 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: W GaS ❑Oil ❑ Electric ❑ Other Central Air: W(Yes ❑ No Fireplaces: Existing New ! Existing wood/coal stove: ❑Yes Wflo Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing Ynew. size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes CirNo If yes, site plan review# Current Use VA64*7_ ZZ T Proposed UseZz Gig APPLICANT INFORMATION (BUILDER OR HOMEOWNER) U Name Telephone Number ` 7/— !69 Address License # Home Improvement Contractor# Worker's Compensation # 01CF 4M Vei '70 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -VPA4reX SIGNATURE DATE S 4 FOR OFFICIAL USE ONLY ' APPLICATION# DATE ISSUED i MAP/PARCEL NO. ADDRESS VILLAGE OWNER x DATE OF INSPECTION:. I# S� S FOUNDATION FRAME INSULATION -5 lllafo k FIREPLACE .y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT • ASSOCIATION PLAN NO. A The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/ContractorsTlectricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): BtlYS Address: City/State/Zip: CAN rA5;e✓11_LV_ M4 Phone #: -771 - `Q4/a Are you an employer? Check the appropriate bo•: Type of project (required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. [] Demolition workuia for me in any capacity. workers' comp. insurance. g. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. (No workers' comp. insurance required.] 13.❑ Other 'Ali' Anp applicant that checks box Li must also fill out die section below showing their workers'compensation polic}•information. t Homeowners whos ubrnit this affidavit indicating they are doing all work and then hire ouCside wnlractors must submit a new affidavit indicating such. Contractors that check this box must attached an addi(ional sheet showing the name of the sutrcontractors and their workers'comp.policy infomtation. !arat art ernplorer that is providing n•orkers'c'ontpensatiort insurance for nrt'employees. Belotr is the policy and job site info rillatiort. Insurance Company Name: 4CA7>1J4 7/VS. C—Q. Policy ": or Self-ins. Lic. k:_ li�Q�71 'IQ l — //I Expiration Date: � (/ Job Site Address: ? 5prCEY 2)tz ( (Jr- City/State/Zip: CQTj)f T /M. Attach a copy of the `vorkers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of 114GL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and./or one-year imprisoturtent, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be fonvarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and of perjury that the information provided above is true and correct, Si natur —o�5'P 0 Date: Phone#: 1 /0q FEuseo,.only. Do not write in this area, to be completed by city or town official. n: Permit/License# hority(circle one): oardHealtl► 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector son: Phone#: Bayside 8uilding Inc. Certificates of Insurance 2009 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/1/10 6/l/04 6/1/10 Aluminum Products of Cape 8/15/04 8/15/10 8/15/04 8/15/10 Baxter Nye Engineering& 8/11/05 8/17/10 8/20/04 8/20/10 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/10 7/13/04 7/13/10 Cape Cod Marble & Granite 7/l/05 7/1/10 8/16/05 8/16/10 Cape Cod Ready Mix Inc. l/l/07 1/1/10 l/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/10 12/7/07 12/7/09 Carpet Barn Inc l/l/06 5/1110 l/l/05 1/1/10 Casella Waste Management 4/30/08 4/30/10 5/l/08 511110 Robert Chaves 8/13/04 8/13/10 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/10 9/21/04 10/1/10 Davids Building&Remodel 01/01/08 1/1/10 6/14/04 8/14/10 D.P. Fuccillo Construction Inc. 10/20/06 10/20/10 10/20/08 10/23/10 Govoni Land Services 5/31/04 6/22/10 7/4/04 6/22/10 Hill Construction 04/29/07 4/29/10 8/14/04 8/14/10 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/10 8/25/04 5/15/10 Steven Johnson 4/25/04 4/25/10 4/25/04 4/30/10 Kitchen Appliance Mart and 8/12/04 8/12/10 111105 1/1/10 L&M Glass Co, Inc 5/l/04 511110 5/1/04 511110 LHS Construction, Inc. 04/01/08 04/01/10 04/01/08 04/01/10 MAP Insulation 10/1/07 10/1/10 10/1/07 10/1/10 Meagher Construction 6/19/04 9/2/10 6/23/04 6/23/10 Morse's Masonry 3/10/07 3/10/10 Northern Sealcoating 10/1/07 10/1/10 4/l/07 4/1/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed,Mel 7/21/04 7/21/10 7/21/04 7/21/10 Whiteley, W. Vernon 10/1/04 10/1/10 10/3/04 10/3/10 TempParcelEdit Page 1 of 1 � a f MASS. Logged In As: Wednesday,January 16 2068 Frank SchlegelParcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 066 Street Number: 87 Unit: ! Dev Lot: LOT 66 �� Road Name: .OSPREY DRIVE T/R: l Sec. Road: Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update De ete A�dyAnotr http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Town of Barnstable Regulatory Services 9� MAMLe$ Thomas F.Geller,Director Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862 4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ;3`214k/ T DICEV , M 62 CUJ v tT Fio d t`!. HbL AIOv 4 LL I as..Ozvner..of the.subject proper hereby authorize !A)C., :. .to`act oniny,behalf,. in all matters relative to work authorized-hy this building•permit•application fot: (Address of Job) ; q- as o � Signature of Owner Date 6& 4av -T' —L-)j4CF Y Print Name 9'^.. ...s.�i_,:cy' 46 �, Bo 90 ui i g egu afro s am and'ards Con°struction Supervisor License CS 5645 � 9 _ S+ 'Jt Jain, •sue, � -:. � �i r �, � �Ih9%201'0 Tr# 2y20d8 "r700 &RIP NT ®ACE ar j17, C�Na R +ILLMA (§ommiso+ el C' J WO'. i f�" ,.a, rb 3� ''o- 3 n�4 �' ,+�, 4 s{n•k�akiv3"t" _`` . �T r } Y 1 i iuyrs bb � P t s i f {t Isp'p �5�00�0�`cf�enclosed�"space �`� iG� 12e�a*im�► �Ho``m�� , P resit ediL�onY0 the �s posse sacs urYe o r ` �S�tafe�Su°�flkng �. causafo"r re�o�caton ofrfhis ifcense 1 °FF4 ig b S ri fa i AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 THE SURFSIDER MODEL,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) ..... 2 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) .................................................12 5 12:12 Q Mean Roof Height .....................................................................(Fig 2)..................................................16 It 5 33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 42 ft <_80' Q BuildingLength,L ..............................................................(Fig 3)............:.....................................62 ft <_80' Q Building Aspect Ratio(LAM ...............................................(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 Concrete Masonry.................................................................................................................................... K ,�C N/A 2.2 ANCHORAGE TO FOUNDATION'•3 -3y 1 • 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete Bolt Spacing—general ................................. ........(Table 4)............................................... Q Bolt Spacing from endloint of late ............................(Fig5 .......................12 in. —1 Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.z 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).....................................................9 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)................................................... It <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.5 24"o.c. Q Wall Story Offsets .......................:................................(Figs 7&8)...........................................—ft <_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)' 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)............:...........................2x6-18 ft 0 in. Q Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft zW/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).........................................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 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)..........................................9 ft 0 in.512' Q Sill Plate Spans...........................................................(Table 9)..................................—ft_in.512" 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 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).............:. Percent Full-Height Sheathing.......................(Table 10).......................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................................................6'-8"5 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 Percent Full-Height Sheathing.......................(Table 11).......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A 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<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)...............................;..............U=236 pif Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Q Roof Sheathing Thickness........................................... ...............................................518 in.>_7/16°WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q THE SURFSIDER MODEL COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item.1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CNm 5301.2.1.1)1 ATSb.r- 11 IF t Ir' 1r 1 n Ir Y N 11 11 1 11 /1 11 11 11 n - 11 II a a .ZS 11 11 1 lCD - 11 I L tN 11 •r.F m a Q Ii :i v z o ti i i 7 Q 11 1 r 7 g :1 11 Q 1 U 0 a/ If W 4. Z is ii :L a Ie ■L p 1/ Ir Pt f it 1t � a i. Ir V 11 f 1 F II ILK la n 11 11 - f 4DUMEEDGE `------- �• MVALSPACWG i PANEL -- a See Detail on Next Page Vertical and Horizontal Mailing for Partal Attachment -A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 r 1 • N t ! 1 1 t a 1 1 i 1 e 1 r 1 ! 1 1 Ir i; 1 t a 1 1 p y t 1 1fid ! ! i 11 I{ ' 1 dL 4 !I !1 + 1 FRAMING ME MMTO 1 i 1EDGE WEIlhAEMIE 1 i 1 '.rum --- ------- STAGURED NAIL PATTERN PANEL PAW—AGE BO 1RE WX EDGE SPACM7G DML Detail Vertical and Horizontal Nailing for Panel Attachment REScheck Software Version 4.2.2 Compliance Certificate Project Title: THE SURFSIDER MODEL Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1482 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. Compliance: Compliance:0.6%Better Than Code Maximum UA:255 Your UA:254 Gross Cavit� Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 1.5 48 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.310 5 Low-E SHGC:0.31 TOTAL WALL:Wood Frame,24"o.c. 1620 19.0 1.5 80 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 100 0.310 31 SHGC:0.31 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 SHGC:0.31 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1482 19.0 1.5 65 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 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 requireme:ar in REScheck Version 4.22 and to comply with the mandatory requirements fisted i::the REScheck Inspection,Checklist. 0qf9- s �} REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity+R-1.5 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.5 continuous insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ Skylights:Metal Frame with Thermal Break: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: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.5 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 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 warm4n-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. Project Title: THE SURFSIDER MODEL Report date: 09/29/09 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 2 of 3 Comments: Materials Identification and Installation: ❑ Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing,U-factors,and heating equipment efficiency are clearly marked on the building plans 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: FI Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj 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 181A or UL 181 B. I] 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: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. Lj 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: Lj 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 SURFSIDER MODEL Report date:09/29/09 Data filename:C:\Program Files\Check\REScheck\SURFSIDER.rck Page 3 of 3 2006 IECC Energy Efficiency Certificate Ceiling/Roof 31.50 Wall 20.50 Floor/Foundation 20.50 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: Roof Beam[2000 International Buildinq Code(97 NDS)]Ver:6.00.5 Bv: , on:09-29-2009:09:08:25 AM Project:THE SURFSIDER MODEL COTUIT MEADOWS-Location: STRUCTURAL RIDGE This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (2) 1.75 IN x 18.0 IN x 15.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate Bv: 165.2% Controlling Factor:Section Modulus/Depth Required 11.2 In *Section may not be readily available. •Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.16 IN=U1097 Total Load: TLD= 0.24 IN=U747 Reactions(Each End): Live Load: LL-Rxn= 3675 LB Dead Load: DL-Rxn= 1723 LB Total Load: TL-Rxn= 5398 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.81 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: U 180 Roof Loadinq: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Roof Live Load-Side Two: LL2= 35.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 20 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladi= 15.0 FT Beam Uniform Live Load: wL= 490 PLF Beam Uniform Dead Load: wD_adi= 230 PLF Total Uniform Load: wT= 720 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bendinq Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticitv: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(rension): Fb'= 3408 PSI Adjustment Factors:Cd=1.15 Cf=0.96 Fv': Fv'= 334 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 20241 FT-LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 71.27 IN3 S= 189.00 IN3 Area(Shear): Areq= 19.42 IN2 A= 63.00 IN2 Moment of Inertia(Deflection): Ireq= 409.82 IN4 1= 1701.00 IN4 TOWN OF BARNSTABLE.BUILDING PERMIT.APPLICATION.. Map ®o Parcel 60 Q. O - ,Application# 2 Health Division Date Issued IdD Conservation Division .`A lication Fee pp i � Tax Collector +"Permit'Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 3-67 CI).V LOT Village �(�/?� OWner e074117 L;Qf/t T�6L tfO05I.LI '6 1 LC Address box Ct S G'FNrf4V1CLE aZ6 R Telephone Permit Request �'d C1V 5TXOC i A �l l3r1SRQt��t Square feet: 1 st floor:existing r ; . proposed 2nd floor:existing t proposed �/� Total new Zoning District R Flood Plain Q, Groundwater Overlay P` Project Valuation 67 000 Construction Type Wdd A t;W � Lot Size Grandfathered: ❑Yes Flo If yes, attach supporting documentation. Dwelling Type: Single Family CFI Two Family ❑ , Multi-Family(#units) Age of Existing Structure lieal Historic House: ❑Yes Flo On Old King's Highway: ❑Yes 14 No Basement Type: IFull ❑Crawl 54'Walkout i ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 9� Number of Baths: Full:existing new 3 Half:existing new 0 Number of Bedrooms: existing new j Total Room Count(not including baths):existing new_ First Floor Room Q;uVnt LIE Oil 1, > Heat Type and Fuel: $Gas ❑Oil ❑Electric ❑Other -� u � sti Central Air: Ayes ❑No Fireplaces: Existing New / Existing wood/coal stove: ❑Yls No NO M, Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existi g ❑new size Attached garage:0 existing �new size Nam.. Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use VflCtYWT LQ Proposed Use -c>9, BUILDER INFORMATION Name 81fY51 'el)/Q /AAC I l)GIL Telephone Number ! YU Address g S License# 00 .5-6 c/S_ CC-Af1__E,1Z V ff_,(�Jf Home Improvement Contractor# Worker's Compensation# WC- G0 7 3 �06 — ly ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE � 1� i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ` MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION �.__, FIREPLACE ELECTRICAL: ROUGH - FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. .r r f�-. izJ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,:; Ma C©- Parcel Go a:- C)�G, - , p _ . {- Application# � Jl Z( Health Division Date Issued Conservation Division Application Fee 40 Tax Collector Permit Fee Treasurer _ Planning Dept. Date Definitive Plan Approved by Planning Board - � Historic-OKH Preservation/Hyannis Project Street Address k`7 C�SP2��' t✓� !:, 7ay � �,� Village C'Q77//1" _ ,/' 't F ram. - Owner-007(J I7 L iJ�//T E - 1`f�IJS/�U6. C LC Address 50)( q S C 1 V/�-�-E' 1Z Y Telephone Dk 79/_ /D Yb Permit Request 7T� CtV ST1e0 C% A 3 /3C-64Qd ci 3,-l74 a G Square feet: 1 st floor:existing , r % �, proposed WO 2nd floor:existin4,1" f proposed O l� Total new Il a Zoning District Flood Plain C. ! Groundwater Overlay ro if ., Project Valuation 1/57 00 O Construction Type Wd e b ~ Lot Size Grandfathered: ❑Yes UKO If yes, attach supporting documentation. Dwelling`Type: Single Family ®/ Two Family ❑ Multi-Family(#units) Age of Existing Structure 119�6 Historic House: ❑Yes Oallo On Old King's Highway: ❑Yes 0 No Basement Type: IFull ❑Crawl 0 Walkout LJ Other Basement Finished Area(sq.ft.) r--, N Basement Unfinished Area(sq.ft) `��0 Number of Baths: Full:existing: new Half:existing new '0 Number of Bedrooms: existing new q Total Room Count(not including baths):existing new First Floor Room Count 7— Heat Type and Fuel: ®,Gas ❑Oil ❑Electric ❑Other Central Air: ®-Yes ❑No Fireplaces: Existing New / Existing wood/coal stove: ❑Yes 0'No Detached garage:❑existing ❑new size Pool:❑existing i]new size Barn:❑existing ❑new size' Attached garage:❑existing ®new size 1VXd-2 Shed:❑existing ❑new size Other:` Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site.plan review# Cdfrrent Use ` m6l LO 77- ' ` Proposed Use 5/466/ OMI r CY 1 5 /� i�✓G { r 'BUILDER INFORMATION' N me 8/�y5 eo/0>/A/C ld�` Telephone Number. Address P2 d )( q License# 00 5 G �f C DER V 10-F i4 ?dV Home Improvement Contractor# Worker's Compensation# VC F 60 7 3 Y&6 " /U ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TO t�/f�-I� 11�Vp ILL SIGNATURE �'` � — DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Te�mpParcelEdit Page 1 of 1 y f �r µn � Logged In As: Thursday,January 17 2008 Prank SchlegelParcel Application Center Road System Reports Road System New Parcel Detail New Mapparcel: F 002 066 ...... .... Dev Lot LOT 66Street Number: Unit: F77 ...... ...... :"Road Name: JOSPREY DRIVE T/R. FJ ROM ?Sec. Road: T/R; l i Villlage: ]07 Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: PLBK 617/69 75 (APP 7 62) �._ _ ...r..... ._ Date Added: 1/16/2008 5:07:52 PM Updated: 11/16/2008 9 17:23 PM t 11pdate� ;Dele e P,dd Another http://issgl2/Intranet/Propdata/pledit.aspx?ID=TP588 a 1/17/2008 °FZHE� y Town of Barnstable Regulatory Services • ► BARNSrABLE, • r MS& � Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis;MA 02601 w'n,w.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A.Builder as Owner of the subject property hereby authorizeIC to act on my behalf, in all matters relative to work authorized bythis building permit application for: OS R VC (DVI (Address of Job) Signature of Owner Date b 2. //W -Df1CZ Y „ Print Name Q TO RM S:OwNERPERMIS S ION Affidavit of Substantial Financial Interest I, IV/4i✓ 7, ZA4L Y of 6,4 y51Q- P—VIU�I 1(s', l f/e , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map , Parcel The address of the property is 2. 1 have 76 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is /�1�/� , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is ��t�lU , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address WILL 6- 12C � 60 7 d IT 5. Within this calendar year, I have submitted 1 building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 1 building permit applications for property in which I have a 1% or greater legal or equitable interest.. 7. Within this month, I have submitted _ building permit applications for property in which I have a 1% legal dr equitable interest. 8. Within.this month, I have.received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this/h4lay ofJfitl Z , 200E 2001-0050/affin 1 Q/LOTTERY/AFFI DAVIT The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street Boston,MA 02111' wtivw.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information T , Please Print Legibly Name(Business/Organization/Individual): �� s ✓� y/xblya, A Address: JC3 0 City/State/Zip: CF117 iZV kke CV,4 3 _Z. Phone.# 77/ Are you an employer?Check the appropriate box: :Ty;, �New f roject(required):, 1:[I I am a employer with 4. [ I am a general contractor and I 6. construction . employees(full and/or part time).* • have hired the sub-contractors 2:El I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity, employees and have workers 9, []Building addition [No workers' comp•insurance comp.insurance$ required.] .5 [] We'are a corporation and its 10.❑Electrical repairs or additions ' 3.❑ I am a homeowner doing all-work . officers have exercised their 11-❑Plumbing repairs or additions ' myself.[No workers'comp. right of exemption per MGL 12,[]Roof repairs insurance.required.]t c:152, §1(4), and we have no 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. t Homeowners•who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ?Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or-not those entities have employees. If the sub-contractors have.employees,they must provide their workers'comp.policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: 6CA 1 vl� Policy#or Self-ins.Lic.#: l)CF 00 7 3 L(✓t0 _lU Expiration Date: j La Job Site Address: 0 56E�E P/Z, C0701 T 1h A' City/State/Zip: 026 3 5 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 c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against thq violator. Be advised that a copy of this statement maybe forwarded to the.Office of Investi ations of the WA for insirraAge coverage verification. X do hereby certify under the pains-and penalties of perjury that the information provided above ' true and correct. Si tune Date:* ate Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: • Permit/License# Issuing Authority(circle one): .1 Board of Health 2.Building Department 3,City/Town Clerk 4,Electrical Inspector 5,Plumbing Inspector 6. Other Phone#: Contact Person: Bayside Building Inc. Certificates of Insurance Bayside Building Inc 1/9/08 Certificates of Insurance Sub Contractor General Liability Workers Comp Accurate elevator 8/l 1/05 8/1 1/06 6/4/05 6/4/07 Elevators Airtech 11/24/04 1 I/24/08 9/19/04 11/24/08 Custom Copper Roqfing and All Cape Garage Door 6/1/04 6/1/08 6/1/04 6/1/08 Garage doors Aluminum Products of Cape 8/15/04 8/15/08 8/15/04 8/15/08 Storms, screens,gutters American Floors 3/4/04 3/4/08 8/31/06 8/31/07 Oak,floor installation and Arne Excavating&Paving. 7/14/04 7/30/08 Umb7/30/0 WC Excavation 7/30/06 5/9/08 ASAP Engineering&Design 8/31/06 8/31/0 1/15/06 1/15/08 Engineers ATC Ceiling Systems 8/8/04 8/8/05 10/3/04 10/3/05 Suspended ceilings Atlantic Landscaping Averinos,Anthony 7/20/04 4/6/08 7/25/04 7/25/07 Tile Installation Avix,LLC 7/29/06 7/29/08 7/29/06 7/29/08 Audio/Video ---------- - -------- Baltic Security 5/6/04 5/6/08 Has exemption from Alarm Installation state for worker's comp Baxter, Inc. 8/1/04 8/1/08 10/6/04 3/29/08 Frame Labor ---�---�---- Barnstable Land Design 4/30/05 4/30/07 7/17/05 7/17/07 Barnstable Roofing&Siding, 5/12/06 5/12/07 5/4/06 5/4/07 Roofing Baxter Nye Engineering& 8/11/05 8/11/08 8/20/04 8/20/08 Engineers Bayside Electrical Contr. 10/5/04 10/5/07 8/18/04 8/18/07 ECectrician Berggren Building,Lars, 10/14/06 10/14/08 12/31/06 12/31/07 Copper Fabrication Bortolotti Construction 3/7/04 3/7/08 3/7/04 3/7/08 Fill, loam provider Boston Closet Co 11/16/04 11/16/0 11/16/04 11/16/07 Custom Closet Installation Bracken Engineering, Inc. 6/5/06 6/5/07 6/6/06 6/6/08 Engineers -- _---- ----- - -- --— --- Browning Excavators, Inc. 3/3/06 3/3/08 3/10/06 3/10/08 Excavation ---- ----_..r-- - -- .__------- ----- BSC Group I/l/07 1/l/09 1/l/07 1/1/09 Engineers Budden,Robert W. 111105 1/l/08 2/20/04 2/15/08 Oak.flooring Installation 9 A Bayside Building Inc. Certificates of Insurance Campbell,William 8/26/04 8/26/08 7/13/04 7/13/07 Painter Cape Cod Closet Systems, 6/30/04 6/30/07 6/30/04 6/30/07 Closet Design&Installation Cape Golf Construction 4/22/05 4/22/0 4/11/05 3/7/08 Cape Cod Marble&Granite 7/1/05 7/1/08 8/16/05 8/16/08 Marble&Granite Carpet Barn Inc 1/l/06 5/1/08 111105 1/1/08 Cat-pets Catalano Architects PC 4/15/08 5/21/08 Architects Central Vacuum House 12/1/05 12/1/0 12/31/05 12/31/07 Div of EF Winslow Plumb& Central Vacuum Chaves,Robert 8/13/04 8/13/08 12/17/04 12/17/08 Etiectrician Clancy,John 7/I/04 7/1/07 10/1/04 10/1/07 Mason Contractor Coastal N Counters Inc 7/15/04 7/15/07 7/15/04 5/1/07 Countertops Concrete Cuts&Coring 6/7/06 6/7/08 10/6/06 10/7/07 Concrete Cuts&Coring Cook,Robert J. Interior Trim Anthony Arede DBA 3/10/06 3/10/08 3/17/06 8/24/07 Cornerstone Masonry Mason Contractor Coy's Brook,Inc 4/24/04 4/24/07 9/21/04 4/24/07 Landscape Christopher Costa Inc. 0/22/05 1/22/07 2/3/05 2/3/08 Engineers Creswell Construction Co. Inc. 5/19/04 5/19/0 4/31/2004 4/19/07 Siding Cunningham Construction 4/8/06 4/8/06 Dartmouth Pools&Spas 111105 I/I/08 111105 I/l/08 Pools and spas Davids Building&Remodel 111105 1/1/08 6/14/04 6/14/08 Interior trim Drew Electric, Inc. 1/21/04 8/28/07 8/28/04 8/28/07 Electric Fisher HVAC 12/30/05 12/30/07 1015105 10/5/07 Heating D.P. Fuccillo Construction Inc. 10/20/08 10/23/08 GAF Engineering 9/1/04 9/1/08 7/22/04 7/22/08 engineering Gardner Concrete Forms 4/4/2006 4/4/2008 5/1/2006 6/1/2008 Foundations Gardner Concrete Construction 4/1/06 4/1/08 4/1/06 4/l/08 Foundations Gemme,John 8/5/07 8/5/08 1 1/17/07 11/17/08 Tile Govoni Land Services 5/31/04 5/31/07 7/4/04 9/20/07 Land clearing Gutter Pro 11/7/05 11/7/07 1 1/7/05 11/7/07 Bayside Building Inc. Certificates of Insurance Hill Construction 4/29/04 4/29/08 8/14/04 8/14/08 Framer [media 5/2/07 5/2/08 5/2/07 5/2/08 Computer Installation&Re air In Place/DM Design 1/20/04 1/20/08 2/18/04 2/18/08 Kitchen and Bath Design J&J Concrete 7/13/04 7/13/08 111105 1/l/08 Foundations . J&J Tile/Joseph Alonzo 9/25/05 9/25/07 10/4/05 10/4/06 Tile JAG Cleaning Corp, 5/7/04 4/2/08 8/25/04 5/15/08 M&M Cleaning Cleaning James Construction 7/11/04 1/11/06 115105 1/5/06 Interior Trim Johnson,Steven dba SMJ 4/25/04 4/25/08 4/25/04 4/30/08 Framer Joyce Landscaping . 11/15/04 11/15/08 11115105 4/7/08 Landscape Contractor Just Us Country Furnishings 5/23/05 5/23/07 10/24/04 10/24/07 Interior-Trim/Built Ins Kitchen Appliance Mart and 8/12/04 8/12/08 111105 1/l/08 Appliances Kitchen Creations 3/30/04 3/30/07 1/22/04 3/8/07 Cabinets L&M Glass Co,Inc 5/1/04 5/l/08 5/l/04 5/1/08 Minors,shower doors Lauder,Jeffrey R. 12/9/04 12/9/07 Bobcat James W.LaVallee 6/1/06 _6/l/08 T6/13/06 _ 6/13/07 Flooring Lawrence Ready Mix 12/31/04 1/1/07 7/1/05 7/1/07 Concrete Suppliers MacDonald Concrete Finishing 1/9/04 1/9/08 4/7/04 4/7/07 Cellar/ ara a oors MAP Insulation Co,Inc 3/1/04 10/1/08 8/l/04 10/1/08 American Building Systems Umbrella Insulation 3/1/04 10/1/07 Maeuire.James 10/4/07 10/4/08 10/4/07 10/4/08 McGuires Construction Co. 1/27/07 1/27/08 Meagher Construction 6/19/04 9/2/0 6/23/04 6/23/07 Framer Meriam Backhoe Service 5/7/06 5/7/07 Backhoe Merrick Engineering 6/30/04 6/30/08 4/4/04 4/4/08 Engineering Morse,Richard W. Sr. 3/10/05 3/10/08 7/30/04 10/11/07 Cellar/Gana e oors Northern Sealcoating Inc 7/1/04 10/l/08 4/1/04 4/1/08 Driveways(paving) Northside Design/Gordon Clark 1/15/07 1/15/08 11/30/06 11/30/07 Architect Omni Environmental Systems 1/22/05 1/22/08 2/21/04 2/21/07 Septic Design/Testing M K Pasic Plumbing&Heating 10/1/06 10/1/08 10/1/06 10/1/08 Phrnrbin /Heatin Bayside Building Inc. Certificates of Insurance Pride Flooring 6/13/04 6/13/08 6/15/04 6/15/08 Oak Floor Installation Pro Fence 3/26/04 3/26/08 3/26/04 3/26/08 Custom Fencing R&H Construction Inc 2/15/04 12/21/07 12/21/04 12/21/07 Excavation Race Framing 11/1/04 7/30/06 8/6/04 8/6/06 Framer Reed,Mel 7/21/04 7/21/08 7/21/04 7/21/08 Sheetrock Lawrence Robinson Masonry 9/6/08 Michael Rolfe Construction 7/11/07 7/11/08 1 1/13/06 11/13/07 Ryder&Wilcox Inc 11/22/04 11/22/08 11/22/04 11/22/08 Engineering Scannell,D.A. Well Drilling 9/12/04 9/12/07 9/20/04 9/20/07 Wells Shaw Woodworking 4/19/05 4/19/08 2/24/05 2/24/08 Interior Trim Shorey Mfg. 12/1/06 12/1/0 12/1/06 12/1/07 Snow's Plumbing and Heating 9/30/05 9/30/08 9/30/05 12/29/07 Plumbin /Heatin /Gas logs Stewart Painting 7/29/04 9/13/07 7/15/04 7/15/08 Painting/Power washing Taylor Made Flooring 7/22/07 7/22/08 1 1/1 1/06 1 1/11/08 Flooring Terra Nova Marble&Granite 7/1/04 7/1/07 7/1/04 7/1/07 Granite counters Tibbetts Engineering 12/31/05 12/31/07 6/30/05 6/3/08 Engineers Triple Crown/Fitz Construc 7/30/04 7/30/08 12/12/04 12/12/07 Interior trim Villani Construction,Inc. 4/12/07 4/12/08 4/1/07 4/1/08 Weller&Assoc 8/15/04 8/15/07 none Engineers Whiteley,W.Vernon 10/1/04 10/1/08 10/3/04 10/3/08 Plumbing&heating REScheck Software Version 4.1.3 Compliance Certificate Project Title: NEW CONSTRUCTION Report Date:01/15/08 Data filename:C:\Program Files\Check\REScheck\LOT 66 COTUIT MEADOWS.rck Energy Code: 2000 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 9% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: LOT 66 COTUIT MEADOWS BAYSIDE BUILDING,INC COTUIT,MA Compliance:22.0%Better Than Code Maximum UA:277 Your UA:216 AssemblyGross Cavity Cont. Glazing UA or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 910 30.0 0.0 32 Wail 1:Wood Frame,24"o.c. 2042, 19.0 0.0 108 Window 1:Wood Frame:Double Pane with Low-E 144 0.340 . 49 Door 1:Solid 21 0.280 6 Door 2:Glass 42 0.380 16 Floor 1:All-Wood Joist/fruss:Over Unconditioned Space 19 0.0 0.0 5 Furnace 1:Forced Hot Air78 AFUE 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 2000 IECC requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date REScheck Software Version 4.1.3 Inspection Checklist Date:01/15/08 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: Windows: ❑ Window 1:Wood Frame:Doubte.Pane with low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame.Type Thermal Break? Yes No Comments: Doors: ❑ Door 1.Solid,U-factor.0.280 Comments: ❑ poor 2:Glass,U-factor:0.380 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-0(uninsu►ated) Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.78 AFUE 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 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the wannan-winter side of all non-vented framed ceilings,walls,and floors. Materials identdiication: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5..Ducts outside the building are insulated to at least R-6.5. Duct Construction: LI All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: f Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 In.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. 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. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover,unless over 20%of the heating energy is from non-depletabie . sources.Pool pumps have a time dock. 8 ` Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. 4 • Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes W Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5, 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Ranye(F) Piping System Types Fluid Temp. 2"`Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) /1C 60 M 7110111/leflem 1/�. /(JJJNf'�IIJf��d I UUARU Uf BUILDING REUULA'1'I011S I` License: CUIJS I RUC I IUIJ SUI3L11VISUI2 II►. t� UU5U45 Number. CS 1 �1 Blithdale: 04/1911956 Exhlies: 0411912000 lr.nu: 21766 -- Restilcled: UU 1111IAN T UACEY PU 13C.X 95 CEN I ERVILLE, MA U2632 L�111111Issloner ' Uniformly Loaded Floor Beam[2000 International Building Code(97 NDS)]Ver. 6.00.6 .; By: on: 01-12-2008: 10:52:54 AM Project: BAYSIDE CAPE-Location: PORCH HEADER Summary: This analysis was generated by an evaluation version of StruCalc 6.0 ( 3) 1.5 IN x 9.25 IN x 11.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate BY: 56.5% Controlling Factor: Section Modulus/Depth Required 7.64 In 'Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.13 IN=U1041 Total Load: TLD= 0.20 IN=U666 Reactions(Each End): Live Load: LL-Rxn= 880 LB Dead Load: DL-Rxn= 496 LB Total Load: TL-Rxn= 1376 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.72 IN Beam Data: Span: L= 11.4 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1=' 40.0 PSF Floor Dead Load-Side One: DL1= 20.0 PSF Tributary Width-Side One: TW1= 4.0 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: DL2= 0,0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor. Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 160 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 90 PLF Total Maximum Load: wT= 250 PLF Properties For#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fa perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cr-1.15 Fv': Fv'= 70 PSI Adfustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 3783 FT-LB 5.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= 1183 LB At a distance d from support. Critical shear created by combining all dead 4nd live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 41.01 IN3 S= 64.17 IN3 Area(Shear): ° • Areq= 25.35 iN2 A= 41.63 IN2 =.,t Moment of Inertia(Deflection): Ireq= 160.48 IN4 1= 296.79 IN4 ti ►►►°°As e►►!��OF MASSgC�♦ ♦ �P tiG � Ft P-�A��D �► e 8 cn ► 44 O S.T G-TURp4 ► J NO.29E94 4 ►►�FFSSION Uniformly Loaded Floor Beam(AISC 9th Ed ASD]Ver:6.00.5 By: , on: 01-12-2008: 10:42:51 AM Project: BAYSIDE CAPE-Location: 2131-DINING/LIVING CEILING Summary: This analysis was generated by an evaluation version of StruCalc 6.0 A36 W8x21 x 11.0 FT Section Adequate By: 122.5% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.10 IN=U1346 Total Load: TLD 0.16 IN=U817 Reactions(Each End): Live Load: LL-Rxn= 3575 LB Dead Load: DL-Rxn= 2315 LB Total Load: TL-Rxn= 5891 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.70 IN Beam Data: Span: L= 11.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1 50.0 PSF Floor Dead Load-Side One: DL1= 25.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 50.0 PSF Floor Dead Load-Side Two: DL2= 25.0 PSF Tributary Width-Side Two: TW2= 6.0 FT Wall Load: WALL= 75 PLF Beam Loading: Beam Total Live Load: WL= 650 PLF Beam Self Weight: BSW= 21 PLF Beam Total Dead Load: wD= 421 PLF Total Maximum Load: wT= 1071 PLF Properties for:W8x21/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.28 IN Web Thickness: tw= 0.25 IN Flange Width: bf= 5.27 IN Flange Thickness: tf= 0.40 IN Distance to Web Toe of Fillet: k= 0.70 IN Moment of Inertia About X-X Axis: Ix-- 75.30 IN4 Section Modulus About X-X Axis: Sx= 18.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.41 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6,69 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 33.12 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: j LC__ 5.56 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 29.92 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= ' 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 16199 FT-LB Nominal Moment Strength: Mr- 36036 FT-LB Controlling Shear. V= 5891 LB Nominal Shear Strength: Vr= 29808 LB Moment of Inertia(Deflection): Ireq= 33.17 IN4 1= 75.30 IN4 �pAAA pF MgSsq��' ' � D Z BERTRA�D CD ► `O SSPUGTUFL J N0.29894 SSIONA�-���� i ''j'' e 2-26-2007 a 12 a 4 3P f N , BARNSTABLE REGISTRY OF DEEDS QUITCLAIM DEED MARY E. ZOCCHI, Trustee of ANDY REALTY TRUST under a Declaration of Trust dated April 2, 2001 and recorded with the Barnstable County Registry of Deeds ( hereinafter referred to as the Registry of Deeds " ) in Book 13771, Page 179, of Boston, MA, for consideration paid in the amount of$3,100,000.00, hereby grants to COTUIT EQUITABLE HOUSING, LLC, with quitclaim covenants, a certain piece or parcel of land situated in the Village of Cotuit, Town of Barnstable, Barnstable County , MA, more particularly bounded and described as follows: Beginning at a point at the southwest corner of the herein contained premises at C a stake set in the northerly line of the County Road; thence running northerly in a straight line by other land now or formerly of A. Harold Castonguay to a stake in Fortune's Path, so called: thence easterly by said Fortune's Path to a blazed tree on the northerly line of said Fortune's Path; thence running 38 degrees 12 minutes east to a stake and stone and inline of land;now or formerly of Narcissa Johnson; thence south 64 degrees 30 minutes east, four hundred twelve and 5/10 (412.50 ) feet, more or less, to a stake set in the northerly line,of Naomi Road, so called; thence southerly and southwesterly by various courses by said Naomi Road to the northerly line of said aforesaid County Road; thence westerly by said County Road to the first mentioned bound.. Being a part of the Hawley lot,so called, and being a part of the second parcel a described in a deed under power from Jessie Lewis, Mortgagee, to A. Harold Castonguay dated August:24, 1928, and recorded in the Registry of Deeds, Book 458, Page 298. Being the same premises shown on a plan entitled Plan of Land In Barnstable, G Mass " prepared by Charles N. Saverey, Inc. Registered Engineers and Surveyors, (� dated Jan. 23, 1970, containing 50.44 acres according to said plan. The mailing address of grantee is 1550 Falmouth Road, Suite 12, Centerville, / MA 02632. For grantor's title reference see the Registry of Deeds, Book 13771, Page 186. EXECUTED as a sealed instrument this twenty second ( 22"d ) day of February, 2007. Andy Realty Trust Ma . Zpr chi, its -trustee COMMONWEALTH OF.MASSACHUSETTS Barnstable, ss February 22, 2007 On this twenty second (22"d) day of February 2007, before me, the undersigned notary public, personally appeared Mary E. Zocchi and proved to me through satisfactory evidence of identification, which w4 her Massachusetts driver's licenses, to be the person whose name is signed on the pry edi or a ache doc m .nt, and acknowledged to me that she signed it voluntary y it stat pu se. Pau lb. Nachtwey: Notary Pub'c My.commission.expires_.May 3, 2007 _. O.NACh,T J�••'�� Icy' `L 0' R A...U°��\ i CERTIFICATE OF TRUSTEE I, MARY E. ZOCCHI, Trustee of Andy Realty Trust ( hereinafter referred to as the "Trust" ), under a Declaration of Trust dated April 2, 2001 and recorded with Barnstable County Registry of Deeds, Book,13771, Page 179, hereinafter referred to as the " Declaration of Trust") hereby certify as follows: 1.) As of the date of this certification, I am the sole Trustee of the Trust. 2.) As of the date of this certificate the Declaration of Trust establishing the Trust have not been altered, amended, revoked or terminated. 3.) That I have been duly authorized and directed by all of the beneficiaries of the Trust to execute, sign and deliver a deed for certain land in the Village of Cotuit, Town of Barnstable, Barnstable County, MA (hereinafter referred to as the " Real Property") to COTUIT EQUITABLE HOUSING, LLC. 4.) That I have been authorized and directed by all of the beneficiaries of the Trust to enter into any other agreements or contracts and to execute and deliver any other legal documents or instruments which I deem necessary or desirable.for the_ purposes set forth herein this Certificate in relation to the Real Property. EXECUTED as a sealed instrument this twenty second (22"d) day of February 2007 Manvg. Zo' hi, Trus ee as aforesaid COMMONWEALTH of MASSACHUSETTS Basrnstable, ss February 22, 2007 On this twenty second (.22"d ) day of February 2007, before me, the undersigned notary public, personally appeared the above named Mary E. Zocchi, Trustee as aforesaid and proved to me through satisfactory evidence of identification, which was her Massachusetts driver's license to be the person whose name is signed on the preceding or attached document, and ack o led ed to me that "siign�edvoluntarily for its stated purpose. Paul D. Nac twey: Notary P blic My commission expires: May 3, 2007 i 1- -- MA S H PEE .vNSNii< � .. 7DF1'N Of M.gSNrE6 �� ' - •a NiR eifT KEt'�a _ `'tl�. < - NIi•ti'J/•i—� \\ i <,owf N.Nww<ow 777) WwLLAG//: Nw.rLew 00 � Sy.•? _ - - i��'1�+� dM.ei rNL Eirwr ei Nww.'T L./wF<ir Alf �5 y� a yJ J , 5 ILI e / r $ i i 1. I' r e 1 1 . z e 5� ♦ � . e '1 �aee` PLAN OF LAND snNruirBARMSTABLE Mg39. t4 A /J uwv<r... � CNARLtJ N.SA✓B.tY/.vC. -- LNG/N/y.�f uVi�wOYfN ti. NP6904/ —............ t. Bit 21059 Psa i 5a T33673 03234P SARNSTABLE CLERK - A t - { Town of Barnstable Zoning Board of Appeals M.G L.,Chapter 40B Comprehensive Permit Decision and Notice Appea12005-082- Cotuit Equitable Housing , Summary: Granted with Conditions Applicant: Cotuit Equitable Housing,LLC Property Address: 9999 Falmouth Road(Route 28),Cotuit,MA Assessor's Map/Parcel: Map 902,Parcel 002 Zoning: Residence F Zoning District Groundwater Overlay: Aquifer&Groundwater Protection Overlay District Permit Granted: Authorized the subdivision division of a 50.44 acres site and the development of 124 single-family dwellings and accessory improvement including wastewater treatment facilities,recreation,open space and drainage retention areas. Thirty-one dwellings (25%)are to be dedicated in perpetuity as affordable units marketed to qualified low and moderate-income households. f Background Information: The Applicant: The Applicant is Cotuit Equitable Housing,LLC,Brian T.Dacey,Manager. Cotuit Equitable Housing, LLC.is a domestic limited liability company organized in Massachusetts on October 18,2004. The address of the company is 1645 Falmouth Road,P.O.Box 95,Centerville,MA 02632. Section 2.8 of the Operating Agreement for Cotuit Equitable Housing LLC recites that the company"is formed for the purposes of qualifying as a limited dividend organization as defined in the Code of Massachusetts Regulations(CMR)at Chapter 760,Section 30.02,and under Massachusetts General Laws(MGL) Chapter 40B:Section 20-23,and as that tern is used by the Commonwealth of Massachusetts Housing Appeals Committee. Applicant's Request: I i On September 06,2005,Attorney John W.Kenney,representing.the Applicant,submitted an application with supporting materials to the Zoning Board of Appeals Office for the issuance of a Comprehensive 1 Peimit pursuant to MGL Chapter 40B Section 20-23 to construct 128 detached single-family dwellings on a 50.44-acre site located off Falmouth Road(Route 28)in Cotuit,MA and at Noisy Hole Road in Mashpee,MA., J.n that plan,the applicant proposed a$rid subdivision of the site and access off Route 28 i directly. The subdivision was to be serviced by public water supply and a private on-site wastewater treatment facility. Accessory areas included open space,recreation,and on-site storm water retention areas. t j i A&9 2005-082-Cohdt Equitable Housing,LLC Comprehensive Permit-MGL.Chapter 40B The residential lots ranged from 8,530 to 21,990 sq.ft. . The average lot size was 10,815 sq.ft. The housing lots totaled 31.78 acres(63%)of the site. Road right-of-ways occupied approximately 11.26 j acres(22%)of the site. The wastewater treatment lot,5 open space,recreation,leaching and drainage lots, and 2 future roadways totaled 6.94 acres(14%)of the site. I The application proposes the affordable housing development is to be funded through the Housing Starts Program of Massachusetts Housing Finance Agency and/or the New England Fund Program of the Federal Home Loan Bank of Boston. The Locus: 1 The development is to be located on a vacant parcel of 50.44-acres situated within the Town of Barnstable at the town boundaries with Mashpee. The property is bounded southerly by Falmouth Road(Route 28), westerly by Noisy Hole Road,northerly by land owned by the Town of Mashpee and easterly by"ancient ways"referred to as Naomi Road and Amos Road. The parcel is shown on Assessor's Map 002 as parcel 002 and is owned by Mary E.Zocchi,Trustee of the Andy Realty Trust, The Applicant has a signed Purchase and Sales Agreement with the owner for the property. i The locus is zoned Residence F and is within the Resource Protection Overlay District. The minimum lot area requirement under zoning is 2 acres. Most of the property is located within Groundwater Protection i Overlay Districts. However,a small triangular area of the site is outside of the groundwater protection . area. It is within this area that the Applicant has sited the leach fields for the wastewater treatment plant. i Procedural History: Summary: A Project Eligibility Application for the proposed Chapter 40B was submitted to MassHousing in February of 2005. On March 21,2005,Town Manager John C.Klimm responded to the Eligibility Application commenting on several issues and expressing concerns for wastewater disposal in proximity to Zone II recharge areas to pubic supply wells and within the Shoestring/Popponesset Bay drainage area, assuring affordability in perpetuity,site access and the overall subdivision layout. f on My 25,2005,Mass Housing issued a Site Approval Letter pursuant to MGL Chapter 40B and in accordance with 760 CMR Section 30 and 31. The letter identified two fining sources and requested the j Applicant address the local concerns to the satisfaction of the Zoning Board of Appeals. On September 06,2005,a Comprehensive Permit Application was submitted to the Office of the Zoning Board of { Appeals. On September 12,2005,copies of the application were transmitted to various agencies,boards, commissions and to the neighboring Town of Mashpee and the Mashpee Water District for review and ` comment. Public notice of the comprehensive permit hearing was published in the Barnstable Patriot on September 09,2005 and again on September 13,2005. Notices were also sent to abutters in accordance with MGL Chapter 40A,Section 11. The public hearing was opened on September 28,2005,and continued to November 16,2005,November 30,2005,February 15,2006,March 22,2006,March 29,2006 and to April 05,2006,at which time the Board granted the comprehensive permit with conditions. Board 2 T ~ ` Appeal 2005-082-Cotuit Equitable housing,LLC 4 Comprehensive Permit-MGL,Chapter 40B i members hearing this permit were Gail C.Nightingale,Ron S.Janson,Randolph Childs,James R. Hatfield,and Acting Chairman,Daniel M. Creedon. ` At the conclusion of the November 30,2005,hearing,the Applicant and Board agreed to enter into negotiations to further define and resolve issues and refine the proposal. Negotiation sessions were held on December 8,2005,December 15,2005,January 05,2006,February 02,2006,March 09,'2006,March 16,2006 and March 20,2006. Board Members James R.Hatfield and Daniel M. Creedon represented the Board during the negotiation sessions. Town representatives included staff of the Growth Management Department,the Town Attorney's Office,members of the Planning Board and Barnstable Housing Committee,and Mr.Robert Nelson,Chairman,Town of Mashpee Zoning Board of Appeals. During the hearing,Attorney John W.Kenney represented the applicant before the Board. Brian T. Dacey,Manager of Cotuit Equitable Housing,LLC was also present. The development team included, Bruce A.Besse Jr.,Site Planner,Barnstable Land Design,Matthew Kealey,P.E.,Senior Project Engineer, ` Vanasse Hangen Brustlin,Inc.,and Michael Giggey and Mr.Kevin Olson,Wright-Pierce. During the hearing and negotiation of this comprehensive permit extensive testimony and information was given by the Applicant's representatives,abutters and Town and public officials, The plan and proposal was also modified as reflected in this decision. Copies of the public heating minutes are available at the Town Clerk's Office and at the Office of the Zoning Board of Appeals. List of Materials Submitted: { k The following materials have been submitted to the file: 1. Application for a Comprehensive Permit,submitted by Cotuit Equitabie Housing,LLC,i own%ier.K 8 Office date stamped September 06,2005,and consisting of several Attachments as itemized: • Attachment A—Applicants Status:A copy of the Commonwealth of Massachusetts business certificate creating Cotuit Equitable Housing LLC,identifying Brian T.Dacey as Manager. Address of the company is 1645 Falmouth Road,P.O.Box 95,Centerville,MA 02632. An affidavit of Attorney John W.Kenney accompanied the certificate attesting that the company is formed for the purposes of qualifying as a limited dividend organization. • Attachment B—Agency Commitment Letter—A copy of the July 25,2005,Site Approval Letter to Brian T.Dacey,Manager,Cotuit Equitable Housing LLC from Thomas R.`Gleasoni Executive Director,Department of Housing and Community Development. o • Attachment C—Document of Applicant's Ownership of the Property-A copy of a Purchase and _ Sales Agreement between Mary E.Zocchl,Trustee of the Andy Realty Trust(the seller)and Equitable Housing Trust,c/o John W.Kenney,Trustee(the buyer)inclusive of a rider and signed extensions of time for executing the contract, • A copy of the Declaration of Trust establishing-Equitable Housing Trust identifying Cotuit _ Equitable Housing;LLC as 100%beneficiary of the Trust. i Attachment D&E-Property Location Map,Existing Conditions,Property Survey,and Development Plans—Five plan sheets entitled"128 Lot Subdivision for Cotuit Equitable . .v 1 p 3 ,J ' Appeal 2005-082-Cotuit Equitable Housing,LLC ' Comprehensive Permit-MOL,Chapter 40B Housing,LLC Mass Housing and New England Fund Program"consisting of a Title Sheet,Site Layout Plan,Utilities Plan, 1970 Property Survey,and Existing Conditions Plan. • Attachment F-Project Description and Narrative—A one-page summary of the proposed development accompanied by an air photo of the site. • Attachment G—Project Site Plan and Architectural Plans—An illustrated site plan accompanied by plans and elevations of nine(9)proposed homes to be developed on the property. • Attachment H-Project Financial Pro-Forma • Attachment I—List of Public Agencies for Review and Approval: • Attachment J—List of Requested Exceptions • Attachment K—Developers'Profile • Attachment"Matrix"— A statistical summary of the proposed development. 2: Copies of the September 12,2005 Transmittal Memorandum from Daniel M. Creedon III,Chairman, Zoning Board of Appeals to various agencies,boards and departments.The letter was sent to:Gary C. Brown,President,Town Council;John Klimm,Town Manager;Robert D. Smith,Ruth Weil,Town Attorney Office;Laura F.Shufelt,Chairman,Barnstable Housing Committee,and Elizabeth Dillen, Office of Community and Economic Development;Thomas K.Lynch,Director,Barnstable Housing Authority;David Munsell,Chairman Barnstable Planning Board;John J.Finnegan,Chief,Barnstable Police Department;Mark S.Ells,Director,Department of Public Works;Maureen McPhee,Tax Collector;Robert Gatewood,Conservation Administrator;Thomas McKean,Health Agent; Tom Perry,Building Commissioner;Margo L.Fenn,Executive Director,Cape Cod Commission;Chief r Paul A.Frazier,Cotuit Fire Department;Thomas F. Geiler,Director of Health Safety and i Environmental Services;Ken Ventura, Superintendent,Cotuit Water Company;F.Thomas Fudala, Town Planner,Town of Mashpee; and Thomas F.McDonald,Interim Superintendent,Barnstable School Department. A copy of the application was also delivered to David Rich,Superintended Mashpee Water District. s. A Septemberl3,2005 Memorandum from Robert A Burgmann,Town Engineer. 4. A September 19,2005 Letter from SgL Andrew P.McKenna,Barnstable Police Department. 5. A September 21,2005 letter with attachments from F.Thomas Fudala,Town Planner,Town of Mashpee citing that municipalities concerns. 6. A September 22,2005 e-mai!from Ms.Beveriy Kane,Chair,Mashpee Planning Board,to Art Traczyk,Principal Planner,Town of Barnstable. 7. A copy of a September 26,2005 letter from Barnstable Housing Committee,Laura F..Shufelt,Chair expressing interest in participating on the negotiation team. 8. A copy of a September 27,2005,review letter from the Cape Cod Commission,Margo L.Fenn, Executive Director. 9. A September 27,2005,letter from Joyce M.Mason,Town Manager,Town of Mashpee,noting the Board of Selectman's desire to participate in all proceedings. 10. A Copy of the Declaration of Trust,establishing Andy Realty Trust. 11, An October 19,2005 e-mail from David Munsell citing the desire of the Planning Board to participate in the Negotiation Sessions. 4 ' Appeal 2005-082-Cotuit Equitable Housing,LLC Comprehensive Permit-MOL,Chapter 40B 12. An October 20,2005 e-mail,submitted by staff,citing the negotiation team members. 133. Copy of a November 14,2005 letter of Acting Chairman Daniel M.Creedon to Ms.Joyce M.Mason, Town Manager,Town of Mashpee,requested that Town's participation in the negotiation sessions. 14. A November 16,2005 letter from Ms Joyce M.Mason,Town Manager,Town of Mashpee to Daniel M.Creedon notifying him that Mr.Robert Nelson,Chairman of Mashpee Zoning Board of Appeals would represent Mashpee at the negotiations. 15. A copy of an Extension Agreement for the Purchase and Sales Agreement between Mary E.Zocchi Trustee of the Andy Realty Trust and John W.Kenney,Trustee of Equitable Housing Trust submitted j on November 16,2005. 16. A November 17,2005 letter from the Cotuit Fire District Water Department,Frederick,Kiely, Chairman Board of Water Commission. 17° A November 23,2006 letter from the Town of Barnstable Housing Committee encouraged"smarter" design of the subdivision and the need for affordable restrictions survival of foreclosure. 18. A November 28,2005 e-mail from Thomas McKean Director of Health. 19. Copy of a Presentation Handouts submitted at the Hearing of November,30,2005,consisting of: • A copy of the traffic report by Vanasse Hangen Brustlin,Inc:,. • Summary of Site Utilities and Roadway System • Wastewater Treatment System _ h • Summary of Proposed Subdivision Development,and Project Description Summary, 20. A copy of the December 08,2005,negotiation agenda. 21. A copy of the"Detailed Traffic Study"by Vanasse Hangen Brustlin,Inc.,date stamped at the Office December 09,2005. 22.. A copy of Cape Cod Commission Development of Regional Impact(DRI)decision for Stuart Bornstein,Duck Pond LP issued for property located at 106 Falmouth Road,Mashpee,MA(the Augat Property). 23. Copy of a December 09,2005,letter from Acting Chairman Daniel M. Creedon to Chief Paul A., Frazier,Cotuit Fire Department requesting plan review and comment. 24. A December 15,2005,letter from Fire Chief,Paul A.Frazier,Cotuit Fire Department responding to Mr.Creedon's request. 25. A copy of the December 15,2005,negotiation agenda a 26. A copy of the January 05,2006,negotiation agenda + 27, A copy of a January 05,2006,Memorandum from Matthew Kealey to Bruce Besse on Traffic and Signalization Warrants. 28„A copy of the revised Concept Plan for Development as submitted January 05,2006. 29. An illustrated comparison of the original plan and new concept plan submitted January 18,2006. 30. A January 18,2006 Negotiation Session Summary of Major Issues. 31. A copy of February 02,2006,negotiation agenda. 5 Appeal 2005-082-Cotuit Equitable Housing,LLC Comprehensive Permit-MGL,Chapter 40B 32. A copy of a February 03,2006 letter from Acting Chairman Daniel M. Creedon to Chief Paul A. Frazier,Cotuit Fire Department,requesting a follow up review of the revised development plans. 33. A Draft Hydrogeologic Investigation Report for Scrimshaw Village Project as prepared by ESS Group submitted February 13,2006. 34. Copy of revised site plan including an illustrated plan and the Negotiation Summary as distributed to the Board on February 15,2006. 35. Revised Architecture plans submitted February 15,2006 entitled'"Scrimshaw Village Cotuit, Massachusetts Cotuit Equitable Housing,LLC"and dated February 14,2006, 36. Revised development plans submitted February 15,2006,consisting of four plan sheets,the first page is titled`Barnstable Massachusetts 124 Lot Subdivision for Cotuit Equitable Housing,LLC,Mass Housing and New England Fund Programs"dated February 2006,as drawn by Wright-Pierce. 37. A February 10,2006 Memorandum from Matthew Kealey to Bruce Besse including the Traffic Signal Warrant Memorandum,traffic signal warrant calculations,and a Draft of the MassHighway Access I Permit 38. A copy of the Real estate Appraisal Report(effective date of October 6,2005)prepared by Eric Wolff,McGovern Appraisal Service,Inc.,submitted February 15,2006. 39. A February 15,2006 letter from Joyce M.Mason to Daniel M.Creedon supporting signalization of Noisy Hole Road and Route 28.The letter supported the completion of Noisy Hole Road to Route 130. 40. A March 09,2006 e-mail from.Steve Seymour on signalization. j 41. Copy of March 16,2006 Negotiation Session agenda . I 42. Copy of a proposed draft decision as presented at the March 16"Negotiation session 43. A March 16 letter from Blaise J.Stapleton,Property Manager for Sellback Place Route 28 Mashpee,. MA. 44. Revised Architecture plans submitted March 15,2006 entitled"Scrimshaw Village Cotuit, Massachusetts Cotuit Equitable Housing,LLC"and last revise date of March 22,2006. 45:A March 17,2006 letter from Attorney Kevin M.Kirrane. f 46. Copy of a March 17,2006 Draft Decision 47. Copy of Draft Findings and Conditions as revised March 24,2066 48. Copy of a Proforma Review dated March 27,2006 49. Copy of a March 27,2006 letter to Attorney John Kenney from Paul A.Frazier,Chief,Cotuit Fire Department. 50. Listing of proposed-lots upon which affordable units will be located submitted March 29,2006., 51. Fax copy of information from Burse Bessey on lot area submitted March 29,2006 52. Copy of a March 29,2006 Draft Findings and Conditions 53..A copy of the final Hydrogeologic investigation Report for Scrimshaw Village Project as prepared by ESS Group submitted March 29,2006. 54. Copy of Mass.App. Ct,530,570 N.E.2d 1044 case,Plymouth V.S.H.realty,Inc.v.Zoning Board of Appeals of Plymouth submitted to the Board at the hearing of April 05,2006. r s t 9 µ i I . I Appeal 2005-082-Cotuit Equitable Housing,LLC Comprehensive Permit-MGL,Chapter 40B Findings of Fact on Standing: Motion: At the hearing on April 05,2006,a motion was duly made and seconded to find the following findings of fact on standing-the Jurisdictional Requirements of the Applicant to apply for a Comprehensive Permit under MGL Chapter 40B as identified in CMR 760 Sections 30-31: 1. The Applicant,Cotuit Equitable Housing LLC,(Limited Liability Company),qualifies as a limited dividend organization,as defined in the Code of Massachusetts Regulations at Chapter 760,Section r 3 0.02,and under MGL Chapter 40B,Section 20-23,and as that term is used by the Commonwealth of Massachusetts Housing Appeals Committee,to sponsor low or moderate income housing developments as defined in said Chapter 40B,Sections 20-23,and the regulations promulgated pursuant thereto. As shown in a copy of the Commonwealth of Massachusetts business certificate creating Cotuit Equitable Housing,LLC.This was submitted to the file and a copy of Section 2.8 of the Operating Agreement for Cotuit Equitable Housing,LLC that recites those requirements,limitations,and further restricts amending or deleting the purpose:"until every such development has been completed and all program requirements complied with." 2. The project has been reviewed by MassHousing and found to be fundable under the Housing Starts Program of MassHousing and/or the New England Fund Program of the Federal Home Loan Bank of Boston,both of which are low and moderate-income housing subsidy programs. Proof of this is shown on a copy of a Site Approval letter submitted on July 25,2005,'to Brian T. . Dacey,Manager,Cotuit Equitable Housing,LLC,from Thomas R.Gleason,Executive Director, MassHousing That letter finds the proposed development to be eligible to apply for a Comprehensive i Permit pursuant to MGL Chapter 40B and in accordance with 760 CMR Section 30 and 31 which identifies the two possible funding sources. 3. The applicant has established control/interest in the site as shown on the copy of the Purchase and Sales Agreement,signed extensions of time for executing the Agreement,and a November 14,2005 letter designating Cotuit Equitable Housing;LLC,the Applicant,as buyer.the Agreement is with Mary E.Zocchi,Trustee of the Andy Realty Trust(the seller and owner of the property). Decision on Standing: Based upon the three findings cited above and the evidence submitted,the Applicant has satisfied all of the requirements for standing pursuant to MGL Chapter 40B and 760 CMR Section 30-31. The Vote with respect to standing was as follows: Aye: Randolph Childs,James R.Hatfield,Gail C.Nightingale,Ron S.Janson,Daniel M.Creedon Nay: None 7 ` Appeal 2005-082-Cotuit Equitable Housing,LLC Comprehensive Permit-MGL,Chapter 40B Findings of Fact Regarding Consistency with Local Needs: Motion: The Board,having found that the Applicant has satisfied the requirements as to standing,made and seconded the following findings with respect to the proposed development insofar as it relates to being consistent with local needs: 1. The Applicant,Cotuit Equitable Housing,LLC,has applied for a Comprehensive Permit under the General Laws of the Commonwealth,Chapter 40B"Affordable Housing". The Applicant submitted an application for a comprehensive permit for a development of 128,single-family dwellings to be located on 50.44 acres of land. Thirty-two(32)of the dwellings were to be sold as low and moderate income housing.During the proceeding that applicant assented to negotiations with the Board and Town representatives from Barnstable and Mashpee and has modified that proposal to now request a development of 124,single-family dwellings,31 of which are to be dedicated in perpetuity as affordable units and marketed and sold to families whose income does not exceed 80%of the annual median income of the Barnstable MSA. 2. The site of the proposed development is a 50.44-acre parcel of land situated in Cotuit(Barnstable) MA,at the Town of Barnstable town-line with Mashpee MA. The property is shown on Assessor's Map 002 as Parcel 002,.a.ddressed 9999 Falmouth Road(Route 28),Cotuit,MA. The property is also j more.accurately show on a plan entitled"Plan of land in Barnstable,Mass"prepared by Charles N. Savery,Inc.,Registered Engineers and Surveyors,dated Jan.23, 1970. A copy of which has been submitted with the application. The parcel is located easterly of Noisy Hole Road and north of Route 28. The pronertv is zoned Residence F and is located in the Resource Protection Overlay District. Part of the site is also within the WP and GP,Wellhead and Groundwater Protection Overlay Districts. 3. The Applicant proposes to divide the land into 124 developable housing lots to be accessed primarily from Noisy Hole Road as per a set of plans submitted,consisting of four sheets, the title sheet of which is entitled;`Barnstable Massachusetts 124 Lot Subdivision for Cotuit Equitable Housing,LLC, MassHousing and New England Fund Programs"dated February 2006,as drawn by Wright-Pierce. j That set includes a proposed general concept subdivision layout,utility plan,and site layout plan j (landscaping). The plans show additional common lots and roadway rights-of-ways to be created. The common lots are to be developed for a shared Wastewater Treatment Facility,utilities, wastewater leaching areas,stormwater drainage and retention areas,roadway buffers,open space, recreation and vegetated buffers,and provides for future access and connection with neighboring abutting property via Amos Road. Those additional lots are all to be held in common ownership by the Homeowners Association. 4. Nine styles of homes referred to as the`Wharf, `Dunes', `Oxford', `Surfside', `Villager',Sconset', `Deluxe Dunes', `Wauwinet' and`Miacomet' are proposed. They are one-to two-stories in height, designed to accommodate three-bedroom,and range from 1,482 sq_ft to 2,060 sq.ft.in living area. All are proposed with full basements and,at minimum,include a one-car attached garage. Most are two and one-half bathrooms,except the `Surfside' and`Villager'that have two bathrooms. The 31 affordable units are to be a mixture of the'Wharf' 'Dunes' and`Oxford' style homes. The proposed s• Appeal 2005-082-Comit Equitable Housing,LLC Comprehensive Permit-MGL,Chapter 40B dwellings are illustrated in a series of plans entitled"Scrimshaw Village Cotuit,Massachusetts Cotuit Equitable Housing,LLC"dated February 14,2006. 5. The initial sale price of the affordable dwellings is to be calculated based upon a formula under which monthly housing costs,including mortgage payments,taxes,insurance,and association fees,shall not exceed 30%of 70%of the Area Median Income(AM])of the Barnstable Metropolitan Statistical Area(MSA)at the time of sale. 6. The Applicant has agreed that the affordable units be sold only to income qualified households, defined as those making not more than 80%of the area's median income of the MSA. The Applicant has agreed that all of the units are to be made available on a fair and open basis and the services and facilities shall be provided to all equitably,regardless of market rate or affordable. j 7. The overall density of the development is just under 2.5 units per acre. The housing lots range from 8,712 to 18,742 sq.ft.,with the average lot size being 11,030 sq.ft. Most lots are located within a designated Zone Il's,Groundwater Protection Areas of the Cotuit Water Department and Mashpee Water District public supply wells. As a result the Applicant has proposed a shared wastewater i treatment system The leaching area of that system being located outside of the Zone II's. The total i number of bedrooms proposed is 372.Based on Title 5 the estimated average daily wastewater flow for the development would be 40,920 gallons per day. 8. The Applicant is aware that the on-site wastewater treatment plant(W WTP)will require a Massachusetts Department of Environmental Protection(MADEP)Discharge Permit. The Applicant has proposed a`membrane/bio'reaction:treatment system for the wastewater treatratent plant. The plant is to be designed to treat wastewater below 5 parts per million nitrogen,below the State Standards of 10 ppm and in compliance with the Cape Cod Commissions standards of 5 ppm. The apprexi. att recta.*ge nitrogen concent<2tion frnm the prnpos?d overall development is nroiected at 2.2 to 2.5 mg/l. r 9. The Applicant has submitted a Hydrogeologic Investigation Report. That report concludes that; mounding of groundwater would have no effect on the boundaries of the Zones H's protection areas for the two municipal supply wells,and there will be no nitrogen Ioading on the private Sea Oaks Condominium well as the leach field is located down gradient of that well. With regards to neighboring private wells and loading to the watershed and Popponessett Bay,the report notes that treatment of the effluent will be reduced to less than 5 mgq,well-%dthin the acceptable State and Cape Cod Commission standards. 10. The applicant has submitted a Detailed Traffic Study that calculates the development will generate 1,304 vehicle trips per weekday entering and exiting the development. The morning peak hour generates 99 vehicle trips per hour and the evening peak hour generates 134 vehicle trips per hour. The Applicant has redesigned the subdivision so that the main access will be from Noisy Hole Road. A right turn in-only access has been designed off Route 28 at the request of the Cotuit Fire Department and Town of Mashpee.The traffic study has concluded that any unsiguiaed intersection for the development would function at Level of Service F. The Traffic Consultant reviewed the proposed traffic at the Route 28&Noisy Hole/Simon's Road intersection and determined that the anticipated traffic would meet the MassHighway"warrants"for the peak 1-hour,4-hour,and 8-hour ` volumes for signalizing the intersection. r 9 i Appeal 2005-082-Cotuit Equitable Housing,LLC Comprehensive Permit-MGL,Chapter 40B 11. The Applicant has determined that they have legal rights to use and improve Noisy Hole Road and has discussed the issue with the Town of Mashpee Planning Board. The Applicant has agreed to; i • Improve Noisy Hole Road from Route 28 to the subdivision entrance to the requirements of the Mashpee Planning Board, • Grade and patch the remaining section of Noisy Hole Road, as it borders the applicant's property, as may be requested by the Mashpee Planning Board, • Seek a MassHighway permit to signalize the intersection of Route 28&Noisy Hole Road/Simon's Road,and, • To pay its fair share of the cost of the intersection and signalization improvement of Route 28& Noisy Hole/Simon's Road. , 12. In regards,to the construction of the intersection and signalization improvement of Route 28 &Noisy Hole/Simon's Road the applicant's Consultant has estimated it to cost$175,000 to$250,000. The estimated trips generated by this development will increase traffic at the intersection of Noisy Hole Road and Route 28 during the daytime hours from 45 times to 2.1 times the existing traffic. This is evidenced in table Al of the February 10,2006 Vanassa Hangen Brustlin,Inc.,Kealey Memorandum. 13. Under current zoning,development of the 50.44-acre parcel would permit 21 single-family detached dwellings. That development would require Cape Cod Commission review as it triggers threshold criteria for a Development of Regional Impact. The result of that review would be some type of traffic mitigation requirements. However,as a Chapter 40B comprehensive permit application the Cape Cod Commission is considered a local review board for which the Zoning Board of Appeals has the authority to act. 14. The Growth Management provisions of the Zoning Ordinance limits annual building permits to 96 Market rate permits per year. To assure funding of the proposed development the Applicant will need a projected commitment of building permits designated for this development. To this end,the Applicant has proposed a phasing plan for the 93 market rate permits for; 10 markets in 2006,then 21markets for each year 2007,2008,and 2009,and 20 markets for 2010. To assure affordable units are constructed,one(1)out of ever four(4)building and occupancy permits issued must be for an j affordable dwelling. 15. The Applicant has agreed that to the extent permissible by law,to implement a local preference for up to 70%of the affordable units for residents and employees within the Town of Barnstable. 16. According to the Department of Housing and Community Development, as of March 01,2006,the Town of Barnstable has a total of 1,381 affordable housing units. That represents 6.8%of the total housing stock. The statutory requirement of MGL Chapter 40B,the Local Comprehensive Plan and the Regional Policy Plan is to provide 10%of the housing stock as affordable housing units, The Town has not reached that goal. 17. In view of the Town's current deficit for affordable housing units,the Applicant has been cooperative in working with the negotiation team to craft a proposed development consistent with the Iocal needs for the Town of Barnstable.They also wanted to ensure the long-term affordability of units for persons of low and moderate income.The Board finds that this proposal set aside 31 units in 10 Appeal 2005-082-Cotuit Equitable Housing,LLC Comprehensive Permit-MGL,Chapter 40B perpetuity as affordable units to households whose income is 80%or less of the median income in the area of Barnstable Metropolitan Statistical Area(SMA)is consistent with the goal of the.Town of Barnstable to provided 10%of its housing stock as affordable. 18. The applicant has cited several requests for waivers and variances from the Zoning Ordinance and from other applicable regulations. In review of the relief requested and the proposed plan for the development,the Board finds that the certain requested waivers/variances may be granted without adversely affecting the public health and safety of occupants in the development,the surrounding neighborhood,and the residents of the Town of Barnstable,provided the conditions hereafter to be imposed in this permit are strictly followed and adhered to. Decision of Findings on Consistency: The Vote with respect to findings on consistency with local needs was as follows:: Aye: Randolph Childs,James R.Hatfield,Gail C.Nightingale,Ron S.Jannson,Daniel M. Creedon Nay: None Decision and Conditions: i L Motion: Based upon the findings of fact with respect to local needs,the Board grants the Comprehensive Permit in accordance-with M L Chapter 40B 20-23 for the development proposed by Cotuit Equitable Hosing, LLC.,subject to conformance to all the conditions,terms,and restrictions: 1. The proposed development is limited to 124 single-family detached dwellings on the 50.44 acre locus as shown on plans submitted.Thirty-one(31)of the dwellings shall be dedicated in perpetuity to affordable housing. Those units shall be marketed and sold only to families whose income does not exceed 80%of the annual median income of the Barnstable Metropolitan Statistical Area(MSA)and priced by calculating monthly housing costs,including mortgage payments,taxes,insurance,and association fees. These costs shall not exceed 30%of 70%of the Area Median Income(AIVII)of the Barnstable MSA. In all cases,the affordable units shall be set-aside in perpetuity for the public purpose of providing safe and decent housing to persons of low and moderate income. Each unit shall be deemed to be impressed with a public trust. 2. Development of the site shall substantially conform to plans presented to the Board cousisting of four (4)sheets submitted including; • a Title Sheet entitled"Barnstable,Massachusetts 124 Lot Subdivision For Cotuit Equitable Housing,LLC.,Mass Housing and New England Fund Program"dated February 2006, -• Sheet-1 of!,Site Layout Plan,last revised date of 02-7-06, Appeal 2005-082-Cot►it Equitable Housing,LLC Comprehensive Permit-MGL,Chapter 40B , • Sheet-2 of 3,Utilities Plan,and • a fourth sheet illustration of the proposed overall site landscaping. 3. Construction of the ways,inclusive of the roadway,sidewalks,curbing/berms,utilities,street trees, I monuments,signs and grass plots shall be in accordance with applicable Subdivision Rules and Regulations,except as may be waived herein. Streetlights shall be provided at the entrances to the subdivision and at the two dead end cul-de-sacs: i i 4. All roadways shall be designed to efficiently and safely accommodate turning movement for school 1 buses and fire trucks,as well as emergency vehicles. Fire hydrant(s)shall be installed to the requirements of the Cotuit Fire Department. Final layout and development standards are to be reviewed and approved by the Cotuit Fire Department and the Town's Department of Public Works, consistent with the terms of this decision. 5. All utilities shall be located underground,with the exception of those components normally and customarily located above ground. The back-up generator for the Wastewater Treatment Plant shall be screened.Any easements necessary for utility service shall be specified on the plan to be.endorsed. No residential structure shall be located on or above any easement. 6. All drainage from impervious surfaces shall be recharged on-site. .Run-off shall not be permitted to flood into the adjoining lots or streets. The applicant shall be responsible for providing site drainage that meets the Town Engineer's requirements to retain the difference between the pre and post development storm flow. All plans and specifications shall be reviewed and be in compliance with the requirements of the Town's designated engineer. The catch basins,detention/infiltration basin and leaching structures shall be regularly maintained. 7. The applicant shall have prepared a subdivision plan in accordance with the Planning Board's Subdivision Rules and Regulations,suitable for endorsement by said Board,and recording at the Registry of Deeds. The Zoning Board of Appeals shall endorse such plan upon compliance with these terms and conditions. The plan shall reference this decision and shall document the imposed setbacks in this decision. Said plan and this Comprehensive Permit Decision shall be recorded within ! sixty-days(60)of endorsement. i 8. Inspections necessary to ensure completion of the subdivision to development standards,in phases as depicted by the phasing plan,including the common wastewater treatment facility,sewer system, water delivery system,underground utilities and roads shall be set by the Department of Public I Works in accordance with this decision and with the Subdivision Rules and Regulations of the Town of Barnstable Planning Board. In addition,the applicant shall provide security in a form of its choosing and acceptable to the Town's Engineer and Town Attorney.The amount of the security shall be sufficient to provide for the completion of each phase.The purpose of this security is to ensure that any on-site;Fork initiated will be finished,and be in conformity with the terms and conditions of this decision and to guarantee that the site will be restored to a natural and safe condition in the event that construction should halt.No building permit shall be issued for a lot for which security has not been posted. . 9. With respect to an overall subdivision,all disturbed areas of the common lots are to be landscaped with appropriate mixture of deciduous and evergreen plants. All lawn areas within the right-of-ways 2 Appeal 2005-082-Cotuit Equitable Housing,LLC ' Comprehensive Permit-MGL,Chapter 40B and common lots shall be loamed and hydro-seeded and all planting beds mulched. All slopes shall be appropriately graded and vegetated to prevent erosion and control run-off. 10. The applicant shall exercise best efforts to retain existing deciduous and evergreen trees between the house line(subject to necessary work and passage areas)and street lines. In addition,due to the project's location in a designated Groundwater Overlay Protection District,a minimum of twenty per cent(20%)of the existing vegetation shall be retained in its natural state. To the extent possible,the applicant shall use his best efforts to retain any trees four(4)inches or more in diameter. 11. The Applicant shall be responsible for improvements to that portion of Noisy Hole Road that will service the project to those rules,regulations, and standards of the Town of Mashpee. 12. The Applicant at his expense,shall be required to design and seek Mass Highway permits to; • construct a left-turning lane on Route 28 for traffic moving easterly'and turning into Noisy Hole Road, • signalize the intersection of Route 28 and Noisy Hole Road/Simon's Road and • install overhead street lighting at that intersection. , The applicant shall not be required to expend in excess of$150,000 in the aggregate to design, ' permit,and construct the above referenced traffic mitigation with the exception of overhead street j lighting. Phasing of this project shall be in account with MassHighway requirements and standards. 13. The design plan for the signalized intersection and turning lane shall be completed by the applicant within one-year of the grant of this permit and all necessary Mass Highway permits sought within that fim year. The Applicant shall work coopemt:vely and:n good,farL with both,the TCuim_ of Barnstable and Mashpee and with Mass Highway to design the intersection and secure all necessary permits. 14. The single family dwellings to be built on the property shall substantially conform to nine(9)styles, plans and elevations submitted to the Board. The Title Sheet of that submittal is entitled;"Scrimshaw Village Cotuit,Massachusetts Cotuit Equitable Housing,LLC"last revised date of March 22,2006. The nine styles are further described as: ' • The'Wharf,a two-story,three-bedroom,two and one-half bathroom 1,684 sq.ft. • The `Dunes',a one&one-half-story,three-bedroom,two and one-half bathroom 1,584sq.ft. • The`Oxford',a two-story,three-bedroom,two and one-half bathroom 2,060 sq.ft. • The `Surfside',a one-story,three-bedroom,two bathroom 1,482 sq.ft. • The `Villager',a one-story,three-bedroom,two bathroom 1,510 sq.ft. + • The`Sconset', a one&one-half-story,three-bedroom,two and one-half bathroom 1,710 sq.ft. • The"Deluxe Dunes"two story,three bedroom,and two and one-half bathroom 1,830 sq.ft. 33 Appeal 200$482-Cotuit Equitable Housing,LLC Comprehensive Permit-MQL,Chapter 40B • The`Wauwinet' a one&one-half-story,three-bedroom,two and•one-half bathroom 1,840 sq.ft. • And the `Miacomet',a one&one-half-story,three-bedroom,two and one-half bathroom 2,040 sq.ft. I Minor changes,adjustments and deviations from the plans that do not constitute a substantial change may be requested by the Applicant. Those changes shall be administratively reviewed and approved by staff of the Growth Management Department assigned to the Board. 15. The structures will be of wood frame construction with clapboard fronts,shingled rear and side elevations or better,insulation as per Mass.Energy Code, To the extent required under and in conformity with the Massachusetts Building Code,each unit shall have low flow toilets and showers, i energy efficient appliances and thermal windows and doors. They are to be energy efficient units with heating and cooling systems that are cost effective to operate for the owner/occupant of the unit and encourage the conservation of energy and water resources. 16. Setbacks for all structures including accessory buildings and decks shall be 20-foot front and 10-foot side and rear yard setbacks. The 20-foot front yard setback shall not apply to Amos and Naomi ways as measured from the edge of the traveled way..A 100-foot setback shall be required on Route 28. 17. With respect to individual lots,the applicant shall comply with the following minimum landscape standards: • A minimum of one shade tree or one flowering tree shall be planted per lot. The tree shall have a minimum caliper of 2 inches. A minimum of 18 mixed evergreen and deciduous shrubs, 18 to 36-inches in height shall be planted on each building lot. • Y 1 Y tY plants d 1 t r'g t 4 ine yard lawn areas shall be ivairicd auci scciiCu uc suuaca,e;uu atx�ia.YliS a.l-iu px2i'iuFig beds urn cv be mulched. 18. Each dwelling shall be connected to public water and the shared wastewater treatment plant. 19. All roof runoff shall be collected in gutters and directed into dry wells,grass areas or planting areas. 20. Thirteerf(13)_`Wharf style, 12`Dunes'ityle and 6`Oxfoid',style are to be dedicated as the affordable dwellings_f All affordable dwellings ghali'be three-bedroom units with full basement's and an attached one-car garage.)In addition to the garage,the applicant shall include one outdoor parking space 20-feet by 10-feet on each residential lot,which may be located within the driveway to the- garage. The affordable units,scattered within the subdivision, are to be located on Lot Numbers 4,7,--a 9, 16,20,24,29,34,49,54, 56,60,62,66,68,70, 80,81,82, 84,86,96,97,98, 102, 104, 108, 110, :115,..119,and 124. 21. Exterior finishing,landscaping and facilities provided to each of the dwellings shall be equal regardless of cost of the units. The three affordable styles shall also be available as market rate units. 22. As shown on the plan,a series of common lots are proposed. Those common lots must only be used as authorized in this permit. The only buildings allowed on the common lofts shall be for the wastewater treatment plant including its pump stations,utilities,leaching structures and the accessory utilities,structure and equipment related to servicing of the subdivision. Association parking shall be 14 a Appeal 2005-082-Cotuit Equitable Housing,LLC e Comprehensive Permit-MOL,Chapter 40B permitted within the subdivision and within the recreation open space area as shown on the plan. The open space areas can be used for utilities,including drainage,pathways,recreation facilities, landscaping,signage,bus stops,and irrigation wells. However no private residential structures or their accessory structure may be located upon a common lot. 23. Common Lots shall be conveyed into Homeowners Association upon its creation. Ownership of that s land shall remain with the Association.However,it can be transferred to a government agency or entity for public purposes or to an association whose primary objective is preservation of open space. Any transfer of the common areas shall include those restrictions on that land implied in this decision j and shall require Zoning Board approval. 24. The Applicant shall be responsible for securing all necessary permits for and installation of the wastewater treatment system and connecting of all dwellings to the treatment facility. All applicable rules,regulations and design standards shall be followed for the design and installation of the sewer collection system. The Department of Public Works of the Town of Barnstable,must review the system to assure compliance with applicable rules and regulations. 25. Nitrogen loading from the on-site treatment plant shall be consistent with the performance standards of the Cape Cod Commission and not exceed 5 parts per million. 26. The wastewater treatment system shall be a common element to be owned and operated by the Homeowners Association. All units shall be connected to the plant and required to share in the expense of its ownership,operations,maintenance and upkeep which shall be apportioned as provided in paragraph 40. , 27. Professional management shall be required and provided in respect'to all aspects of the wastewater treatment plant and assurances crafted into the association document that assures proper funds for operation,maintenance,monitoring and long-term replacement will be available. 28. The Applicant shall take all reasonable steps necessary to prevent odors and/or noxious fumes from migrating from the lots in which the wastewater treatment plant,pump stations and leach fields are located r 29. The Applicant or his designees)shall retain control of the Homeowners Association until the 93r4 unit is sold,at which time control shall be transferred to the Homeowners Association along with all common elements finished to that date. 30. No application for a building permit shall be accepted by the Building Division until the following has been filed with the Zoning Board of Appeals: • A copy of the MDEP permit issued for the Wastewater Treatment Plant. • Verification from the Department of Public Works of the Town of Barnstable that the plans and specification for the on-site sewer and wastewater treatment system have been reviewed and t approved by them. • Evidence of final funding approval from Mass Housing. 15 Appeal 2005-082-Cotait Equitable Housing,LLC Comprehensive Permit-MGL,Chapter 40B 31. Prior to the issuance of any Building Permits,for any individual Home,the"applicant must have the following documents recorded at the Barnstable County Registry of Deeds and evidence of the recording submitted to the Zoning Board's file: • A copy of this comprehensive permit,signed by the Chairman and the Town Clerk. • The signed and approved subdivision plan consistent with this decision. • The executed Regulatory Agreement and Monitoring Agreement • The Homeowners Association documents,rules and regulations as approved by the Town's - Attorney.'s Office. 32. The properties shall be addressed and each dwelling's roadway number posted in accordance with the Code of the Town of Barnstable Chapter 51,Building Numbering. All signage on-site shall conform to the Town of Barnstable Zoning Ordinance. 33. No occupancy permit shall issue until: • The unit is connected to public water supply. • The unit is hooked into the private on-site wastewater treatment plant,in accordance with the Wastewater Treatment permit issued by MEPA. I • At minimum,a binder course of pavement is in place sufficient to serve the dwelling. 34. Prior to.the issuance of any Occupancy Permits for the dwellings,the applicant shall have recorded at the Barnstable Registry of Deeds a deed restriction as approved by the Town Attorney,assuring that the unit remains affordable in perpetuity and is protected in the event of a foreclosure from loss of its affordability status. 35. After the issuance of the first occupancy permit,the Applicant will use all reasonable means to minimize inconvenience to the residents. Audible construction shall not commence on any day before 7:00 A.M.and shall not continue beyond 7:00 P.M. There shall be no construction on any Sunday. 36. The last market rate occupancy permit(No. 12e.)shall issue only in compliance with Condition No. 48 herein. 37. With respect Article XI of the Zoning Ordinance,Growth Management,the Board grants the applicant's request for an assured phasing plan of 93 market rate and 31 affordable rate building permits over a five year period. The Phasing Plan for the market rate permits shall be 10 permits m { 2006,then 21 permits for each of the years.2007,2008,and 2009,and 20 permits in 2010. If any permit is unused during any one calendar year it shall be credited to the applicant and added to those for the next calendar vear. With regard to the 31 affordable permits they shall be phased with the market permits in that for every four building permits issued,one must be for an affordable. 38. All building permits issued shall be included in the counting and number limitations imposed in the Growth Management Ordinance.,However,should the requested permits)under the phasing plan exceed those available at the time the request is made,the Building Commissioner shall issue the ' 16 tl Appeal 2005-082-Cotuit Equitable Housing,LLC Comprehensive Permit-MriL,Chapter 40B permit(s)separate and outside of the limitations imposed in the Ordinance.The building permits are subject to all other requirements of the Building Division for the issuance of building permits and all requirements of this comprehensive permit decision. 39. All building permits shall issue accordingly: • For every four(4)permits issued,one(1)shall be for an affordable unit and three(3)shall be for the market rate units. • Additionally,for every four(4)occupancy permits issued,one(1)shall be for an affordable unit and three(3)shall be for the market rate units, ; • The last affordable unit must be completed and issued an occupancy permit prior to the issuance of occupancy permits for the last three(3)market rate units. 40. The applicant shall establish a Homeowners'Association for the long term management and operation of the common grounds and facilities. All 124 residential dwelling owners shall be members of the Association. The Applicant shall create the Association prior to the transfer of the first dwelling and transfer the Association into the control of the residents upon the sale or transfer of the 93rd dwelling unit. All common lots,roadways,facilities for drainage,wastewater treatment and lighting shall be transferred into the Association at the time it is created Association dues shall be E based upon the projected maintenance costs and expenses of the Association and shall be apportioned so that the 31 affordable units pay 10%of the annual budget and the 93 market units pay 90%of the annual budget. 41. The Homeowners Association documents,rules,and regulations shall be drafted by the Applicant, submitted to the Town Attorney's Office and Zoning Board of Appeals Office for review and approval prior to any application for a building permit. The documents as approved by ttle'town ' Attorney's Office must be recorded at the Barnstable Registry of Deeds,and a recorded copy submitted to the Zoning Boards' file prior to issuance of any building permits. 42. The Association documents shall not be modified or amended in any way or manner to be inconsistent with the terms and conditions of this decision. Should a conflict arise between any provision of this decision and any of the association documents,this decision shall control. The association shall maintain the streets and common landscape within the subdivision and provide for the ownership,operation,replacement and professional management of the wastewater treatment plant. 43. This Comprehensive Permit is granted with the condition that the proposed development is approved. by MassHousing and is funded through the Housing Starts Program of the MassHousing and/or the New England Fund Program of the Federal Home Loan Bank of Boston. Any change in the funding program will require a modification of this permit from the Board. No building permits shall issue until the Applicant receives final funding approval from MassHousing. 44. Of the 124`proposed single-family dwelling units,31 of the dwellings shall be designated in perpetuity as affordable as that term is currently defined by Massachusetts Department of Housing and Community Development. The sale and resale price of the affordable dwellings shall be calculated based upon a formula under which monthly housing costs,including mortgage payments, taxes,insurance, and association fees. The price of these dwellings shall not exceed 30%of 70%of 17 + t Appeal 2005-0 82-cotuit Bquitable Housing,LLC Comprehensive Pero dt-MGL,Chapter 40B j i the Area Median Income(AW of the Barnstable Metropolitan.Statistical Area(MSA)and marketed and sold only to income qualified individuals and households with an income that does not exceed 80%of the annual median income of the Barnstable MSA. All of the dwellings shall be made i available on a fair and open basis. i 45. The affordable dwellings shall be owned and occupied by low or moderate income persons. They shall not be rented unless those units are owned by a not-for profit or public agency with the purpose of providing affordable housing. In that case,said units shall only be rented as affordable units to qualified low or moderate-income tenants whose maximurrl annual income is not more'than 806/o of the median income in the Barnstable Metropolitan Statistical Area(SMA). The monthly rent payable by a household inclusive of utilities shall not exceed 30%of the monthly household income of a household earning 70%of the median income,adjusted by household size. None of the dwelling units may be rented for less than a one-year term. This condition shall be included within the subdivision covenants,property deeds and association bylaws. Subleasing of any unit,if permitted, shall not be less than one year. 46. A monitoring agent,approved by the Town Attomey's Office,shall be retained by the.applicant.All costs associated with monitoring for consistency with the Regulatory Agreement shall be borne by the Applicant. 47. The Regulatory Agreement and Monitoring Service Agreement,as prepared,reviewed and approved by the Town Attorney's Office consistent with the terms of this comprehensive permit,shall stipulate a that; • The affordability restrictions shall take priority over all financing documents related to this. project. • The language establishing an expanded period of time for locating a qualified buyer shall be included. 48. The Board shall require a full audit and certification of total development costs and total revenues,on a federal income tax basis,prepared and certified by a certified public accountant acceptable to the monitoring agent or the Town to show that profit made is within the 20%limitation imposed. The Board shall require that the gross proceeds from the sale of the last dwelling or,other cash securities in an amount approved by the monitoring agent and Town Attorney's Office,shall be held by the monitoring agent in escrow until this accounting is certified. Any profit in excess of the 20% limitation rule shall be governed by the terms of the regulatory agreement. The parties agree to cooperate to complete this audit and certification within 90 days after the sale of the last unit. 49. The applicant shall utilize the Housing Assistance Corporation's Cape Home Ownership Center (CHOC)or another agency acceptable to the Town of Barnstable in selecting eligible buyers for the affordable dwellings. A local preference for the sale of the affordable;nits to the maximum extent. provided by the applicable federal and state laws and regulations or the subsidy program. This local preference refers to persons or families who are either(a)residents of the Town of Barnstable,(h)the children and parents of Barnstable residents, (c)employees of facilities within the Town of I e Ownership Center or other agency is to verify first time homebuyers, Barnstable. The Cape Home 0 p g Y Y income limitation,asset limitation,and shall undertake affirmative marketing and appropriate lottery procedures for buyer selection,consistent with the terms of this decision. 38 i ._.. Appeal 2005-082-Cotait Equitable Flossing,LLC Comprehensive Permit-MGL,Chapter 40B 50. The Applicant shall provide"as-built"plans for the roadways,sewers,and utilities to the Zoning Board of Appeals Office upon the completion of the development or phases therein in accordance with the Rules and Regulations of the Planning Board. 51. This comprehensive permit is granted to Cotuit Equitable Housing LLC,Brian T.Dacey,Manager and shall not be transferable to any other corporation,person or entity without the prior written approval of the Zoning Board of Appeals. 52. All financing for this project shall be subject to the terms and conditions of this permit. No , modification of this permit shall occur without the express approval of the Town of Barnstable, Zoning Board of Appeals. 53. It is intended that this decision and the conditions contained herein are in addition to and independent of any requirements otherwise imposed by any other regulatory agency. The requirements contained herein shall have independent legal significance and effect. The only waivers and variances granted are those specifically identified within this decision. No other waivers or variance are granted. Decision on Conditions and Restrictions: The Vote with respect to conditions and restrictions was as follows: Aye: Randolph Childs,James R.Hatfield,Gail C.Nightingale,Ron S.Jannson,Daniel M. Creedon Nay: None . i RPM/Waivers Granted: Motion: The applicant has requests a number of waivers and variances from the Zoning Ordinance and from other ' applicable regulations. In review of the relief requested,the Board has found that certain waivers/variances may be granted. In issuing of this permit the Board has waived compliance with the following section of the Code of the Town of Barnstable: 1. Section 240-13(E)Bulk Regulations;Minimum Lot Area to permit lots ranging from 8,700 to 18,800 sq.ft.to be used for single-family detached residents,Minimum Lot Frontage to permit a minimum of 20-foot roadway frontage for developable lots,Minimum Front Yard Setback reduced to 20 feet and Minimum Side and Rear Yard Setback to be reduced to 10 feet for all lots. '2. ' Section 240-36(D)Resource Protection Overlay District Minimum Lot Area of two-acres. 3. Section 240-7(D)Lot Shape Factor. 4. Section 240.7(B)to permit common lots to be used for a wastewater treatment plant and for related association accessory uses including open space,recreation,common parking,drainage and infiltrations,irrigations wells,landscaping,lighting,landscaping,signage,bus stops,or other shelters. 19 1 Appeal 2005-082-Cotuit Equitable Housing,LLC Comprehensive Permit-MGL,Chapter 40B 5. Section 240-35 Groundwater Protection Overlay District regulations only to the extent that 20%of the site shall be retained in its natural undisturbed state when 30%is required. 6. Section 240-110 to 122 Growth Management only to the extent cited in Conditions 38 and 39 above. 7. Section 801-12(B)Minimum Right-of-Way to permit a 40-foot wide Right of Way for the looped roadways and cul-de-sacs roadways. 8. Section 801-18 Environmental Analysis Form. , 9. Section 801-24(A)General Provision for filing and(D)Review Board of Health and(F)Review by Other Officials are waived only to the extent that those subdivision requirements have been satisfied by this comprehensive application and review. 10. Sections;801-26 Streets,801-29 Sidewalks,and 801-30 Curbing&Bemis to permit: • The roadways within the subdivision are to be paved to a width of 18-feet and 1-foot Cape Cod berms installed on each side,except the main 50-foot right of way that shall be paved to a width of 20 feet and 1-foot cape cod berms on each side. • Sidewalks shall be required only along the main entrance road from Noisy Hole Road and along the larger of the looped roadways as shown on the plans submitted. They shall only be required on one side and may abut directly with the berms. i • Sidewalks shall not be required outside or adjourning the project. 11. Section 801-35(F)To permit the fire hydrants to be located on the same side of the roadway as the sidewalk is located. 12. Section 801-49 Street tree requirement to reduce it to every 30 feet and to permit existing trees of a 4- inch caliber that are preserved in conformity to that spacing requirement to count as satisfying the requirement. • i i Decision on Waivers: The Vote with respect to waivers was as follows: Aye: Randolph-Childs,James R.Hatfield,Gail C.Nightingale,Ron S.Jannson,Daniel M.Creedon Nay: None Waivers of Fees: Motion: With respect to Town fees,a.motion was duly made and seconded that the Zoning Board of Appeals does not waive any local fees applicable to the development. 20 Appeal 2005-082-Cotuit Equitable Housing,LLC Comprehensive Permit-MOL,Chapter 40B Decisions on Fees: The Vote with respect to fees was as follows: Aye: Randolph Childs,James R.Hatfield,Gail C.Nightingale,Ron S.Jannson,Daniel M. Creedon Nay: None w i Ordered: i i Comprehensive Permit 2005-82 has been granted with conditions. This decision must be recorded at the j Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in three years. Appeals of this decision,if any,shall be made to the Barnstable Superior Court pursuant to M.G.L. Chapter 40A,Section 17,within twenty days after the date of the filing of this decision in the office of the Town C e Applicant has the right to appeal this decision as outlined in M.G.L.Chapter 40B, ' Se on 22. I Daniel M.Creedon,Acting Chairman Date Signed . I Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hev'b cey that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decisionrs�' no•••• , � , appeal of the decision has been fil in the office of the Town Clerk. �pS�'• 1� i Signed and sealedthis/ day (� under the pains and pe '; .0 ry••��i f �s�i.!•�2 ,r . 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DATEO ------_- --_ -_=- _ ----- ___— - _— --- _ -- _ Q Ili - -- -_ - - - - -- - EPARTMENT DAT ---- �s=- _----- --___- ----_ __---_-- _ --- ES ARE REQUIRED FOR PERMITT -- - - --- —_ — ---- ---- - - - ------ J In RHM ---__ - - - --- � Imo, I I -_ - -- _ - - CARBON MONOXIDE ALARMS �..,y /� 0 --- -------- _-- - ---- MUST BE INSTALLED PER W O MASSACHUSETTS BUILDING COD }"' � � -- _ -- W U LL, © ff � ® � w®® ®� T T TITa o o W in FRONT ELEVATION m z SCALE: 1/4" = 1'-0" z O. tu ® lU t Za0 cA ju L� Z r QOQtu O a El w a- Q W I ' ttu V � O -LL -LL V t-- ® O a � J f SWEET Al REAR ELEVATION JOB, .0932 SCALE: 1/4" - 1'—O" DRAWN BY,'-KW DATE: 9/24/0�1 1 LnE -- — -- LO OD ® FlP j Z In� w D ul 0 IM < 0 0 t W U z RIGHT ELEVATION � 0 SCALE: 1/4 V-011 E Cq 1 E r W 12 _ -- - - V Ltl 3 ap -- — — --- —_ -- w A p Z w H1171 t— g O • J i SHEET / LET ELEVATION f-/�1TI®N A 2 SCALE: 1/4" - V-0EE JOB: DRAWN SY: KW i DAtE: 62'-0' NOTE: d CTOR TO REFER TO W q'-3" 4'-4" 8'^4" 12'-0" 13'-S" 10'_bn M 110XBAND (v — --- CWECIC LIST FOR ADDITIONAL 141G I 4IND TECWNIQUES • -- RELA ED TO THIS PLAN - ib'-0" SHEAR WALL COMP IANCE: W 30% OF EACH ALL RUN 0.0 Ln VERTICAL SWEATWING WITH DECK __ 8d NAILS 3" E EA2" FIELD 0% (d (4)16d NAILS FER FT BOTTOM PLATE t r r r v r _ r L- 16% OF EACH ALL RUN �1 s g v ---� VERTICAL SW THING WITH Z o x o x x x R x 2 x 8d NAILS 3" E E/12" FIELD OD" (4)16d NAILS fER FT BOTTOM PLATE Ln IJ.I *PWO > ,E Iil PWON2� V� E PKT TH 9111(00 012'-0' CATHEDRAL r V 60 1 Vs 6% W-0' CATHEDRAL IGHp iSKYLIGHT N 1 — EBEDROOM #M ° DTI —— ————————— — CARPETTV 6'- 1 22'-6 1/2' 5' "J 13'-0" I (2) A31 FLAT CEILING 14'-O' CATHEDRAL OO 36 1/2'x24 5/8' -—(2 18' LVL -—- £ N w KITCHEN 1 DINING TI (K OAK 0i 30 1/8' x 60 7 ' LNL SILL 6' A.F.F. 7TTINUOUI Y o .0 REF 1 2& 1 `fe Tw 10 w RIDGE POSTS DOWN S RAL Ln RIDGE U TUB) II 71W LVL � ��rr AL 14 HDR r FLAT CEILING,. I - r9C—UT—f�{,.� 3Q z N 6'-8" 64'a 2� -. �/ -11' �9�, 3'-qu 3'-b' 3'-8" 13'-10 1/2" 2'-11 " '-3 3'-b" Bl-FLD O ' �`ri 4 Q m im OAK 2fe o (2) 16' LVL m \-ryf�' -- l 18 L L N N _ _ _ CONTINUOUS 4x4 (L 5Q 5Q BI-FLD --- - DN PANTRY STRUCTURAL RIDGE PARALAM 2¢ � 4 E 32 I-FLD aE-,. W $ vjRIDGE : x 30 1/W x 60 ' a �,� v TYP. 4-7 FIRE RATED TW 1 N ' 14'-0' CATHEDRAL El L�� ll'-O" CATHEDRAL0 t 01 m 34 1/2' x 82 I/2' 2g OAK o BEDROOM #3N a 4 2868 q LITE a CARPET W I _ PHONE TRANSOM rr ABOVE I i TV ABOVE c4i TV em J AN 451 S -�� 53 3/8' x 21' 11 Asa ---- 0 '- wmmlml=q W12xa2 STEEL ABOVE to 0 TW 24310 GARAGE cl INSULATED COMPLETE 4'-2" ® w z N 30 1/a" x 45 7/8' GARAGE ® �+ r r CONCRETE SLAB x PITCH TOWARD DOOR v N x H x 1- $ SEE SHEET A/6 J FOR FRAMING DETAILS FOR NARROW WALL BRACING 7'xtb' O.H. DOOR SHEET CONCRETE APRON x : it x n : x q'_0" 4'-3" b'-6" 4'-3n 2-O I6-O 2-O 2-7 12-7 AB 2'-1011 20'-0" 24'•-2" 15'-0' JOB: Og32 DRAWN BY: KW DATE: q/24/Oq 62'-0" ' J. 22'-0" 401-0" N ; 1 ------- ---------- _ -� 71-2" N1 �2-200 GIRDER �A 1 4z4 P.T. POSTGALV. METAL _ /1 Lo 00 °SONO TUBE" IERNM�. 1 w- rt��'�� W O = _� i v J N V 141AW v o - a o ^ � h -!ag � 00 oc x ~ W I I I ZDROP WALL I I w _:.- - e ———— -- ————————————— ------- ----- — —————— OWN U r-— I I 8"x7-9" CONCRETE WALL DROP TOSLAB I L� REAR WALL ONLY I ; I 16"x10" Cowl, FOOTING FROST WALL BELOW I ( <_ DROP WALL I I 6 = ti- I u TO SLAB I I o N cY I ppN 1 ( $ O LOIDT ob O o o V I I o I I ® j1 ,� T I U) �r Eli 30 I " 7 ° W �► Ico �I W ' 6'-2" 61-2" 9'-811 71-2" 6'-1111 6'-il" 51-3" �. 5'-5" 71-0" I I I Z i .* _WALL I I I -- - -- TO Fo �� �% }J, EAM POCKET /1e/ L' I � f�" l I ERE F_ —_—1 i SO*)M°Xt2° MST I f — _ 3-2x12 GIRDER 3 tract. STEEL COL. TYP. --, —————— ——— 114 I ' I DROP 10" d DOOR FULL- MASEMEMT I ' I r* Ld _ -- 3 1/2 CONCRETE SLAB I ( v ( v I :,11''1 ——J-_ _ VAPOR t3ARR1ER I R' I W �� wVP ,� 8"x7-9" CONCRETE WALL FUTURE I I I J 160x10" CONT. FOOTING 24 SATN — I 2° OFFSET TO ( (� ALIGN WALLS Ire• I 2;4':`, -Olt —�------------- da 7 N ww . . K . - t+` N i V 0 0 ( k I 4° CONCRETE I W r Q ( rl Is.tl pQ n I 3. s; to Z I j I wq- E Q 1` I STEP WALL NOTE= p _I Qom.- 1 11 " _'� I r• 5-2 CONCRETE 5/S ANCHOR BOLTS ap I ;• DROP 12° FROM EMBEDDED 7" I I I TOP OF FOUNDATION SPACED 32" O.G. I Q 13;H I 1211 FROM CORNERS V p zg I WASHERS 3"x3"A/4" V V I I V 18"x31-9" CONCRETE WALL I I br I 16NIO" CONT. FOOTING I = I FOUNDATION PLAN DROP 10" f DOOR I i SCALE: 1/4" 1'-011 -, I — ------------------ — SHEET 16'-b"21-1011 201-011 241-2" 151-0" A1 62'-011 JOB: 0932 r EDRAWN BY: KW DATE: 9/24/Oq r ® { d L hI •• Ld O � i ..1 z }/ h 00 RAISE CEILING JOISTS TO moo" ALLOW 6-6 DOOR AT TOP OF W RIDGE VENT STAIRS I— (2) 18' LVL STRUCTURAL RIDGE HOARD `Z S/8' COX PLY. SHEATHING G Ziy ASPHALT SHINGLES `b°0 0e p �y w /6s t2 �a° ° �i Qc 12 2z8 DORMER RAFT ar---- - 2KWO a 6 O.C. a8 BLOCKING W-O'O.G. � W/ O IN FIRST TWO RAFTER O 'FORTING DORMER �i i HAYS FROM GABLE WA LLI AN 451 S 53 3/8' z 21" CATHEDRAL CEILINGS: 14'-O' LIVING / DINING MAINTAIN AIR SPACE 12'-0' MASTER SUITE PARALAM C� D�GE CONT. VENTING DRIP EDGE II'-0' BEDROOMS RIGID WIND WASH BARRIER REQUIRED ]\ I GE AT EXTERIOR EDGE OF EXTERIOR RI Iz8 FASCIA RIDGE OVER KITCHEN 1z4 SECOND MEMBER i i TOP PLATE OD � ALUMINUM GUTTERS AND DOWN SPOUTS 2z8s Y 16 O.G. 'HURRICANE CLIP' FRIEZE BOARD AND MOULDINGS r r� RAFTER FASTENE/ TOP PLATE RS AT ALL Ono STRAPPING 13R STAIRS , I/2' GYP. BOARD JUNCTIONS TYP. cn In 3I I2z12 STRINGERS r� ' ' r Z 2z6 EXT. STUDS 241 O.C. i i i r J_ KITCHEN Rig F.G. INSULATION 'd O 1/2 PLYWOOD SHEATHING II ` :�+ TYVIX WRAP (OR EQUAL) I II -i � I CEDAR CLAPBOARDS IN FRONt W.G. SHINGLES SIDE 4 REAR I J 3/4' OSS SUBFLOOR a" 1 6' FIBERGLASS INSUL. P.T. 2X6 SILL t SILL SEAL ANCHOR AT 32' O.G. 2z10'e! 16'O.C. 3-202 GIRT �11'1 I I I 13R STAIRS 3 1/2' STEEL COLUMNS 3- 2x12 STRINGERS r I BA5EMENT 3 ay r 13'-411 13'-4' w - 8'x 7'-9' GONG. WALLS I/2° CONCRETE SI AB _ _ w 13 DAMP PROOF BELOW GRADE I — u 30" tu Va3 ' S SECTION Q o Q o y &-L�S!LE, 114' - 1'-0' w w I U mg V U ` - O J 4 i SHEET A5 JOB: 0932 DRAWN BY: KW DATE: 9/24/O9 t4 N STAGGER NAILIN Z i^ INTO BOTH PLATES aai^J 2x6 DEL TOP PLATE u, E EXEND HDR TO CORNER- . 2x6 DBL TOP PLATE r •` W Q Y i IriAJ FULL HGT. STUDS JACK STUD NAIL TOP PLATE \�� W VERTICAL TO BTM OF HDR MEMO 11 STRUCTURAL PANEL W/ 2 ROWS OF 16d NAILS W ®'^ I NAILED 8d COMMON ® 3" O.G. �.. W ® 3" O.C. EDGE AND 12" IN FIELD STRUCTURAL PANEL z NAILED 8d COMMON HEADER CONTINUOUS HEADER ® 3" O.C. EDGE AND FIELD 0 MULTIPLE OPENINGS yJ Y* SIMPSON PHD (14_GA. DOOR TRIMMER STUDS STAGGER NAIL-IN INTO BOX AND SILL 2- 5/8" ANCHOR BOLTS T w/ 3"x3" PLATE WASHERSob A m to � r NARROW NALL BRACING AT GARAGE DOOR 1 SILL TO PLATE Lu/ WOOD STRUCTURAL PANELS SCALE; N.T.S. SCALE: N.T.S. JOINT DESCRIPTION NUMBER of NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING ; I BLOCKING TO RAFTER(TOG NAILED) 2-/d a-IOd EACH END �n RIM BOARD TO RAFTM. (END NAILED 2-lid S-16d EACH END WALL FRAMING Q —, TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-I" I-1 RAFTER ® 16" O.G. `6d AT JOINTS e STUD TO STUD(FACE NAILED) 2-16d 2-1fd 24'O.C. lu V (q3j HEADER TO HEADER(FACE NAILED) 16d Isd 24'O.C.AL04 EDGES tu FLOOR FRAMING LU z X O Q BLOSCTKIW TO JOTS(TOE PLATE )OR RDER(TOR NAILED) 22Z 7 10dd EAWd ACCW FEND /U� O B BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 9-16d 4-I6d EACH BLOCK p LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) I-Isd 4-16d EACH JOIST LU 0 JOIST ON LEDGER To BEAM(TDE NAILED) 9-6d I-lod PER JOIST 'E poO N2.5 CP EA. RAFTER BAND JOIST TO JOIST(END NAILED) S-I6d 4-16d PER JOIST w BAND JOIST To SILL OR TOP PLATE(TOE NAILED) 2-I60 S-16d PER FOOT ROOF SHEATHING V ° �--—TOP PLATE WOOD STRUCTURAL PANELS o 6'FIELD RAFTERS OR TRUSSES SPACED UP TO O.C. d lod 6'IffDW �v ® ►K- RAFTERS OR TRUSSES SPACED OVER li' 6 O.C. Id IOd 4'EDGE/6'FIELD V GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE ONERHAHG /d 10d 6'®PE/6'FIELD U Vl 1 GABLE ENM"LL RAKE OR RAKE TRUSS W/STRUCTURAL /d fad 6'EDGE/6'F!" H OUTLOOKS" GABLE ENOWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS /d lod 4'EDGE/4'FIELD O CEILING SHEATHING _l ORAFTER TO PLATE CONNECTION GYPSUM WALLBOARD /d COOLERS - 71 EDCOV-01 FIELD SCALE: N.T.S. WALL SHEATHING ' WOOD STRUCTURAL PANELS STUDS SPA=UP TO 24'o.c. ad lod 6'EDGFJI2'FIELD SHEET I W AMID mW FIBERBOARD PANELS Ild - I'EDGPJi'FIELD Xf'GYPSUM WALLBOARD Id COOLERS - T EDGFJIO'FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS !!! 1'OR LESS Id 10d 6'EDGF./I'FIELD GREATER THAN I' lOd Isa 6'EDGE/6'FIELD JOB: 0932 DRAWN BY: KW DATE: 9/24/001 Fouhdation Certification in Barnstable MA Pre tired For : Lot 66 Osprey Drive Subdivision of Barnstable Assessors Map: 002 Parcel: .02 Baxter Nye Engineering & . Surveying Flood Zone C 0 FIRM Community Panel Number No. 025551 0021 D Registered 'Professional OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc., 0 Deed Book 23161 Page 59 .78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 20.05-082 0 Deed Book 21059 is, MA 02601 Page 158 - 771-750 " Fax — (508)-771-7622 Minor Modification No. 1 0 Deed Book 22249,Page 282 „ Job umber. 2005— 14 SCO16 1 — 2 10-14-2009Y7 OPEN SPACE" CO N _ef ' •- co LOT 66 10s459f S.F. ` W 0 } � � 0.24E ACRES ale LOT 48 3y T� I 2�J N >> m .8 N .00 o I / SB3 0 LOT 47 �90' \ SPIKE SET EL = 56.84' u . I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE' THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20-/10-/10') AS NOTED IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS S ' 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 PLAN "IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH "PROPERTY LINES. now �4. REGISTERED PR FESSIONA LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE ,o_ ,•aF-o�i 0:\7.005\7005-214\CIS/II\0FSIGN\7005-714PRIOTS.dwg, 10/14/7009 11:57:06 AM, 1:1, MTM Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 40 Eagle Lane 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, Inca ® Deed n Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Minor Modification No. 1 0 Deed Book. 22249 Page 282 Phone - (508) 771-7502 Fax — (508)-771-7622 Job Number. 2005-214 Scale: 1" = 20' 08-17-2009 as � N. N, Coco as � R*0.00 t:s43.44 MAG SET A EL = 51.63' y �o LOT 40 14,505f S.F. A NO 0.33f ACRES o. ® ,, 02 tic 4� �S d3,, ♦$ - o,000 28'4 O d"LLJ N C- \ s a N ,\ o ° ✓' o\o Q'� vi o J co a Lr) Q o N o � N Z W I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF > BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO �M PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT 'LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. N ^ o THIS PLAN IS NOT-,TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. / o REGISTERED PRO SSIONAL ND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 0 �37 0SPOE (�!P�IUI-T �6wC � gy C��c1 GENERA NM- I. LOCUS PROPERTY IS SHOWN AS: ASSES OWS MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY WORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DUINES THIS AREA AS ZONE C. AREA OF MINIMAL. FLOODING. L r 1 INV 5. ENVIRONMENTAL NOTES: I r LOT 65 rr % S © C SITE IS NOT W►M AN A.C.EC. (AREA OF CRITK,AL. ENVIRONMENTAL i i r r CONCERN). $ $ I SITE L5 NOT WITHIN AN AREA OF ES1IMATED HABITAT OF RARE o i ; i WILDLIFE PER NHESP MAP OCMM 1, 2006 '�STNATED z I / O Qj T r'S,_ KWATS OF RARE WN DLIFE' FOR LOSE WITH THE MA WETLANDS i r � DOES NOT CCTION O AIN Au M VERNAL TPOOL PER NHESP �FN/ rr I G MAP OCTOBER 1, 2006 'CERIIFlED VERNAL. POOLS." Fl N I ' 4r y SITE IS NOT Wf THIN A PRIORITY HABITAT PER NHESP MAP OCTOM ; 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES r OPEN SPACE Ell{i / UNDER THE MASSACHUSEITS ENQANC'ERED SPECIES ACT, OPEN SPACE ; �''� FkREGULATIONS o ,` \ x5o.5 I $ 2$�Sr29"'i F FlV SITE IS WMHN A STATE APPROVED ZONE A GROUND WATER \ 1pg 33. FM RECHARGE` PROTECTION AREA `00 30 M 50.5 t�G / r � 5, CONSTRICTION NOM / �~`'' / 1. All GENERAL. CONS►RUCRON NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COW MEADOWS, DATED 8' DIA. x IV DEEP W i // 40�/f / �+ 6/25/07. SNAIL HEREBY APPLY TO THIS SITE PLAN. / + 2. ALL GRADING, DRAINAGE: AND UTILITY NOTES ON SHEET C-5 FROM LEACHING BASIN W/ 1 v. STONE SURROUNDING / _$ q THE SOBDNISION CONSTRUCTION PLANS FOR COIUiT MEADOWS, ECT ALL ROOF Y) �' i + DATED 6 25 07, SHALL HEREBY APPLY TO THIS SITE PLAN. 0004SPOUTS TO Go l ;` t• w 3+ � / / LEACHING BASIN o o ' W '� ' I 3. SEWER BUILDING CONNECTIONS: --..,.�,VI LOT 117 - MIN. COVER SUL BE 3 FT. �/ 19 Q, SET CLfANOU1S AND MAINTAIN CLEARANCE FROM OTHER UTHAIES Q� (fir 4. AS REQUIRED BY BARNSTABLE' DPW. 11_ 40 j e SEWER SERVICE LOT 48 42# I d.�RB $ o � INV. IN-48.57 Cotuit Meadows Subdivision Cotuit•Barnstable, Massachusetts HS83 . 56 LOT 66 3 + PRBWdD MR `�?�• , , ' 1 0,459E S.F. W + COTUIT EQUITABLE MOUSING, LLC 0.24E ACRES ++ � P. 0. Box 95 LOT 47,.-'� �,\ V ti OPEN SPACE Ce11te11/flle, MA 02632 TIRE V N \ -' a ��`�\ 41 Site Plan Lot 66 Osprey Drive BAXTER NYE ENGINEERING & SURVEYING INv IN S Registered Professional Engineers and Land Surveyors 3 78 North Street,3rd Floor,Hyannis,MA 02601 Phone-(508)771-7502 Fax-(508)771-7622 LOT 46 20 0 20 60 C3 OF SCALE IN FEET g SCALE 1" 20' DATE: 01-14-08 2W4 REV. DATE. REMARKS fit+OF r:rgrMn"EW c sS (r W. CI L . 183 MOM Nl1fR CrsTEa� ��`` FSSroNnl �`'G 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214 k i GENERAL NOTES: 1. LOCUS PROPERTY 6 SHOWN AS � ASSESSOR'S MAP 002 PARCEL 02 2. SETBACKS: FRONT = 20' SIDEIPEAR = 10' •�� _ 3. UTMY INFORMATION AS SHOWN ON PROPOSED SIJ ' + --•r ; / INV T CONSTRUC110N PLANS. LOT 65 =5o t 4. COWAMIY PANEL NUMB 025551 0021 D r 3 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, PROVIDE (t) 6' �1 A. x AREA OF MINI�W. FLOODU�IG� CO 6' DEEP LEACH114G � ; s s 5. EPMRONMENTAL NOTES: BASIN w/ t' sTbNE - SITE IS NOT WITHIN AN ACrEC. AREA OF CRITICAL ENMRONMENTAL Q l SURROUNDING_('OR i y Z I ALTERNATE EQQIVALENT ; /' W tJ s �• I i VOLUME) i r �1N SITE IS NOT WTIHAV AN AREA OF ESTIMATED [iMINIAT OF RARE CONNECT ALL OOOF ' r W I 1 DowNSPouTS �o � co �' �/ y � WILDLIFE PER NH[SP MAP OCTOBER 1, 2006 "ESTIMATED LEACHING BA N w HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WERANDS I r FV OPEN SPACE PROTECTION ACT REt M71M (310 CMR 10).' I ; l SITE DOES NOT CONTUR A CERTIFIED VERNAL POOL PER NHESP OPEN SPACE ( / y AW f)CTTOBER 1, 2006 TRI VERNAL POOLS' \ S 78' I SITE IS NOT WITHIN A PRIORITY MIBITAT PER NHESP MAP OCT08FR VE t 2» ; ' ' ' 3 1, 2006 "PRIOW HMRATS OF RARE " FOR SPECIES DEEP R x49.o i 10g 33, y S UNDER THE MASSACHLIMM U00GERED SPEOES ACT, GARDEN (250� `� ; FAI C.F. STORAGE) �! r REGULATIONS (321 CMR10) f TOP=50.0/ SITE IS WITHIN A STATE APPROVED ZONE A GROUND WATER BOTTOM=49.o x4 .o REDMIX PROTEC REA TION A i j,! 0 f x57.0 p t c y � CMGRJM NOW., ly W 3 / 1. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE .Ol Ss%lq, q x SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS DATED A rg l / , ovRB y 6/25/07, SHALL FIEREBY APPLY In THIS SIIE PLAN. co stnP `� 2. ALL GRADING, DRAINAGE, AND URN NOTES ON SHEET C-5 FROM THE S� CONSTRUCTION PUNS FOR COTUIT WADOWS, 0 b r N t i i ap 55.Ox O i r' / x57.5 3 ` / OT 117 p . z „ a DATED 6 25 07 SHN.L HEREBY APPLY TO THIS SITE PLAN. d, ! S INV. r35 50.43 cr s» L 3. SEWER BUIM CONNECT - 55.0x / ;' /�- p�Trx MAN 4» SEWER SERVICE SET CIEMIOUTS AND MAMAIN CLEARANCE FROM OTHER UtiLIT1E5 LOT 48 8' INV. IN= 27 f 0 2s.p REQUIRED BY BARNSTABLE DPW. PR !' - MNMUM SEWER SERVK2: CONNEMON SLOPE SHALL BE 2.1x. ' iD sj' A '159�2 / �� • o + ` Cotuft ! Cotult-Barnstable, Massachusetts � ROMM FAR L T 66 !3a k / ,, �, COTUIT EQUITABLE HOUSING LLC ti 59f S.F. , f P. O. Box 95 •9 , 0.2 ACRES /� � / LOT 47 - ° 3 l - o a' Ce �telT fly AM IN ma Site Plan �y Lot 66 Osprey Drive o - , y - BARTER NYE ENGINEERING & SURVEYING Registered Professional .a / Engineers and Land Stuveyors 10 OF 4r,4 78 North Street,3rd Floor,Hyannis,MA 02601 Phone (508)771-7502 Fax-(508)771-7622 ° luw W. Ln 20 0 20 60 c STD ass SCALE IN FEET �oNArr SCALE: 1' = 20' DATA 09-28-09 REV. DATE: REMARKS Lm LOT 66 Z NWW J t 0: 2005 2005-214 CIVIL DESIGN 2005 214PBLOTS.dw N 2005-214 In o - ` 4