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HomeMy WebLinkAbout0071 DOVETAIL LANE 71 DOVETA I L LANE i Town of Barnstable Building Department - 200 Main Street EARNST"LE, H annis, MA 02601 9 MASS. 7 t- 16 39. 508 862-4038 CFO MA'i - , - Certificate of-Occu anc Application. Number: 200905581, CO Number: 20100039; ` t Parcel ID: 002002117 CO Issue Date: 03/31/10 Location: 71 DOVETAIL LANE Zoning Classification: ~ Proposed Use:, DEVELOPABLE LAND Village: COTUIT Gen Contractor BAYSIDE BUILDING, INC Permit Type: :RCOO ,$} r CERTIFICATE OF.OCCUPANCY RES Comments: - /-0 Z e,0 z Building Department Signature Date Signed A P r 2. 2010 1240PM No 7104 P 2 Parcdltdit - Pale 1 of 2 lM ,� ( f Wtr skid ►U' AS Friday: April 2:201U iioil, ciil:e7el Parcel Arfnflr erdon Ccntar Road SyMmin Rwports Road Systom The record has been updated Parcel Detail Pa�el!D: 002CG22 117 Sower Acct T/R ( Updat® Level Lot:: JLOT •117 Ownor. r;:U'fi11T EQUITABLE I-IOUSINQ Co Owner Street, FO BOX 95 r.lt•y- �I`►vTr:-rvII LE, stta rnn ZIP; 026 32 Location, r1. .. _� �oovr_'wl.. LANE Village: cotu�c Road Index 2337 Prl Frontage lr:X46(1'00d, you Uh al:o alter rm U indNx end tab out of field Secondary Road, OSPREY DRIVE Sec Index-- 2338 � sec Frontage!, Vlfilans LOCOt1w; Z341 OSPRFY r)RIVE.:. La6t Updsted� �!/02/2010 1 )-5%48 No Ialdya 0 account No: 17..) T Lot Slze (acres) 0 �800045J Stata Class "I 30C Yale Add®d: Fire Dlsti 12 Deed Date. (''lz?-0J1 Deed Ref 21t30A•/41 LZnd.Value: 72200 dldgs Value' ' Extra Feature9 IY Condo Complex Bulldlnp�) Unit: UptJrlts T/T'd 022906Z80ST:of SSTO SZL 80S 9NImIr18 84ItAU8:WOJJ LS:TT OT02720-2i �t Town of Barnstable , Building Department - 200 Main Street RARNSTABLE. * Hyannis, MA 02601 S& MASS (508) 862-4038 f Cetif ricato o f - Occupancy ' . .. . Application Number: 200905581 CO Number: 20100039 Parcel ID: 002002117 CO Issue Date: 03/31/10 Location: 84 OSPREY DRIVE y Zoning Classification: Proposed Use: DEVELOPABLE LAND - Village: -COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 - CERTIFICATE OF OCCUPANCY RES Comments: _ Building Department Signature Date Signed TOWN OF BARNSTABLEBu" 'Ilding = Application Ref: 200905581 • BARNSTABLE, Issue Date: 11/17/09 Permit MASS. 9�A i639. N� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20092262 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/17/10 Location 84 OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002117 Permit Fee$ 1,264.80 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 248,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT SINGLE FAMILY CAPE VGITH 3 BEDROOMS,2 1/2 BATHS THIS CARD MUST BE KEPT POSTED UNTIL FINAL AND ATTACHED 1 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: � G THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANYTART THEREOF;EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ONTUBLIC 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.PUBLIC,SEWERS MAY BE.OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.' THE ISSUANCE OF THIS PERMIT DOES NOT.RELEASE THE APPLICANT FROM THE.CONDITIONS OF ANY APPLICABLE SUBDIVISIONRESTRICTIONS. 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(asset forth in MGL c.142A). W ''I ''Mon" r : BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 }CS,� ,) 1��/� 2 2 3 1 Heating Inspection Approvals Engineering Dept 42� Fire Dept�� e 2a���z,,,� ��S Boa of e h �,. ,- __- �� __ _ . t i . . .; 'L Andersen Andersen Windows-Abbreviated Quote Report Andersen.; Project Name: DOVETAIL 117 IW r,..er..ono . . .. •, o .000aa :, .. Quote#: 23381 Print.Date: 03/30/2010 Quote Date: 03/30/2010 _ iQ Version: , 10.0 . Page 1 Of 2 Dealer: . Customer: BAYSIDE Billing Address: Phone: Fax: Sales Rep:- ANDREA BOHMFALK Contact: CSR Name`. Item Qty Item Size(Operation) Location Unit Price Ext. Price 0001 1 :T W24410(AA) r $ 332.28 $ •" 332.28 ` RO Size=2' 6 1/8" Wx 5'0 7/8" H Unit Size=2'.5 5/8"W x 5' 0 7/8" H. Unit, Equal Sash,White/PI White, High Performance Low-E4 Tempered Glass (Each Sash) COMMENT: "*CONFIRM GLASS TYPE.*.� ***NO SCREEN."` a . Subtotal . 332.2 Total Load Factor Tax(6.250%) 20.7 Qj�slorner Signature 0.189 r; Grand Total 353.0 Dealer Signature "All graphics viewed from the exterior **Rough opening dimensions are minimums and may need to be increased to allow.for.use of building wraps or flashings or sill panning or brackets or fasteners or other items. =EcoExcel Package Other Tax Credit Eligible Products Specify the EcoExcel Package for replacement projects and make the homeowner eligible fora 30 percent tax credit up to_a maximum $1500 combined over 2009/2010. Please see www.andersenwindows.com for details. Pro'ect Comments: Andersen Andersen Windows -Abbreviated Quote Report Andersen:.; x Project Name: DOVETAIL 117 Quote#: 23381 Print Date: 03/30/2010 Quote Date: 03/30/2010 iQ Version:... 10.0 : Page 2 Of 2 . Dealer: Customer: BAYSIDE Billing ti r Address: ti; - Phone: Fax: Sales Rep: ANDREA BOHMFALK Contact: CSR Name: Item Qty Item Size(Operation) Location Unit Price Ext. Price 4 WEEK LEADTI ME. ONCE ORDERED-NO CHANGES. : .. ITEMS ARE.SPECIAL ORDERED&"NON-RETURNABLE. - ` Town of B arnstable BARNSTABLE Regulatory Services • - 9 MASS. +639. Building Division prED MP'�A. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Pax: 508-790-6230 Inspection Correction Notice Type of Inspection /3 F /U Location 7 �s/°��y �e r 7 Permit Number 2 00%b sjl 1 Owner (10 ,, �Q A&G. Builder " RAYjlbe One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Gc.rfiss hi P07-�( S+s�-P _ t,s/t0 0 �tioce �"�w\.o . Please call: 508-862-4P%-for re-inspection. Inspected by���/ Date 3 13 o �Op1ME r° Town of Barnstable BARNSTABLE, • Regulatory Services T MASS. °°39 M Building Division prED AC� 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The followi items need correcting: zier i a � o� 4UX57kQAt 77 Al &'U0 C-df,>r AS 5&r At#rl-w :5 2� �L c0 Please call: 508-862-4@-3,8 for re-inspection. Inspected by / u�°T�� Date P.21 A( 0{s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, I�?lap 00a Parcel Goo /�J Application #o�GY�9sg Health Division Date Issued Conservation Division Application Fee Planning Dept. c.{� s �� k3 '` Permit Fee,J Z 69 . -� Date Definitive Plan Approved by Planning Board .AI Historic - OKH _ Preservation / Hyannis Project Street Address Village CO Owner DfT-f5y' Y1 Address Cy �1/L�� Telephone ?-7/ Permit Request 7 U �`l,r/ .?r� .. ¢ S/t�+�'�+� r-��'����- C�� L�J`Ti'f 3 ��GGSI i � �� N3 R•re-1 s ��r P� r9-�y �`7�-T?Cff�� / G�4/L lo'�2.f}6�. Square feet: 1 st floor: existing proposed Nff 2nd floor: existing proposed TotainewA/32 Zoning District Flood Plain_ Groundwater Overlay (ctl Project Valuation �faz Construction Type 1b !�414f Lot Size /2-0 74 16 Grandfathered: ❑Yes 2` o If yes, attach supporting documentation. Dwelling Type: Single Family W-' Two Family ❑ Multi-Family (# units) Age of Existing Structure 1U,04V Historic House: ❑Yes @'*No On Old King's Highway: ❑Yes �o Basement Type: l8d"I-ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 1 y Number of Baths: Full: existing new Half: existing new / Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new 7 First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: /Yes ❑ No Fireplaces: Existing New / Existing wood/coal stove: ❑Yes 01,110 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ I k xJ3 Attached garage: ❑ existing © new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization 31"'Appeal # Recorded ❑ ,y Commercial ❑Yes CtP<o If yes, site plan review# ..•n, r Current Use YA09AIr Z_6'r Proposed Use .S /nl 6'L f tty. fz`rz.s`fie vG w APPLICANT INFORMATION cv (BUILDER OR HOMEOWNER) �v tv Name A AY6 /jE 9a11-d1AJ(o0 IA-16 Telephone Number 72/. /4Yd `s Address License# 5 6 Y5, efly b�/2V/LLB Home Improvement Contractor# Worker's Compensation # GO'G= 61)7-3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 5t1A01 16# t4A4 L- SIGNATURE DATE��' � DATE ' FOR OFFICIAL USE ONLY S � APPLICATION# t . DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE 4 OWNER z DATE OF INSPECTION: FOUNDATION K- ��� OK L l01Q,Yk FRAME ol ED L �n INSULATION 6 o co e FIREPLACE _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL J FINAL BUILDING DATE CLOSED OUT - ASSOCIATION PLAN NO. + The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 600 Washington Street �< Boston,AM 02111' wrvw.mass.gov/dia ' Workers}Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers _Applicant Infori<nation Please Print Legibly Name(Business/organization/Individual):, •Address: City/State/Zip:CEAI 1/d LEA. Phone.#: `Z 71 Are you an employer? Check the appropriate box: :Ty�7ew oject(required):, 1,❑ I am a employer with 4. I am a general corttractor and I 6 construction . employees (full and/or part-time),* • have hired the sub-contractors listed on the'atttached sheet. 7. ❑Remodeling trac 2:❑ I am a'sole proprietor or partner- These sub-co tors have ' ship and have no employees s and . 8. Demolition , employeed have workers' 'worldng for me in any capacity. 9. ❑Building addition comp,insurance. [No workers comp,insurance10.❑•Electrical repairs or additions required.] 5. ❑ We are a corporation and its . 3.❑ I am a homeowner doing ill-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 anew 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 providb their workers'comp.policy number. mpensation insurance for my employees. Below is.thepolicy and job site I am an employer that is providing workers'co ' information. _ Insurance Company Name: 14-61tPM :l J C Policy#or Self-ins.Lic.#: 111CF 4a0 7 VU y Expiration Date: t �� Job Site Address: f r-ey 2)4 City/State/Zip: CO TO 17- 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 a. 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 the violator. Be advised that a copy oftffis statement may be forwarded to the Office of Investigations of the WA for insurance coverage verification. _ X do hereby certify under the pains•and penal es of perjury that the information provided above is true and correct. Si ature: 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 Contact Person: Phone#: Bayside Building 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 7/1/05 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 511110 l/1/05 1/l/10 Casella Waste Management 4/30/08 4/30/10 5/1/08 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 5115110 Steven Johnson 4/25/04 4/25/10 4/25/04 4/30/10 Kitchen Appliance Mart and 8/12/04 8/12/10 l/l/05 1/1/10 L&M Glass Co, Inc 5/1/04 511110 5/l/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 1 10/1/041 10/1/10 10/3/04 10/3/10 t, I r d�eogg 1,Buiding egula oi>�aund ! , v Construction Supervisor License ; Rh y } ,ip pse CS 5645 i.' �a �SXI 'rCat o4 1A9/201'0 Tr# 22D4'8 Di.t f r l 1 4 BRIANTtp®�ACEY CENRV4LLE­-MA02�'? fommiss�onei gar g i Xr YRN, tti `a i• -w�,rx tr E„l f � ( S 4 I. 00 15 OW cf'enchosed space' i `� 1°A Masonry only II , 1G 1 2 FamIlyIiomes toy ossess curent edition of t}i a lr 'e Bailue, p x f Massachusetts Mate Bu}ld�ng Code 4 � f ` � i '=isacause=for rev ocation of this license: j� P '(HE� Town of Barnstable: �.�-~ y °�^ Regulatory Services �B XAss '$ Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wvt,w.town.barnstable.ma.us Office: 508-862-403 8 Fax: 502-790-6230 Property Owner Must Complete and Sign This Section If Using ABuHder I, tJ�JSAJ( LL -C, , as Owner of the subject property herebyauthorize 6 41Y5/to r 6111G.Dlyc g r /,l.6 to act on my behalf, in all matters relative to.work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name Q TOR.MS:OWNERPERMIS S ION I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone '1 Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 84 OSPREY DRIVE LOT#117 COTUIT MEADOWS(MIACOMET MODEL) 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 <_2 stories Q Roof Pitch ..........................................................................(Fig 2) .................................................12<_12:12 Q Mean Roof Height .....................................................................(Fig 2)..................................................16 ft 5 33' Q Building Width,W ..............................................................(Fig 3)................................................. 39 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)..................................................60 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)..............................................1.75 5 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an.alternative in concrete only Bolt Spacing—general ................................. ........(rable 4)................................................... 32 in. Q Bolt Spacing from endfjoint of plate ............................(Fig 5)........................................12 in.:5 6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry.........................................(Fig 5)........................................... in.>_15" N/A PlateWasher...............................................................(Fig 5)..............................................>_3"x X x'/a" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).................................................9'-2"ft 512' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_d N/A FloorBracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type .............:..........................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft 5 10, Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.<_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft 5 d N/A AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls......................................................:.(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls.......:........................................(fable 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft 2:W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ..(Table 9)..........................................6 ft 0 in.5 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. 5 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) HeaderSpans.............................................................(Table 9)..........................................8 ft 0 in.<_12' Q Sill Plate Spans...............:......... ....................... .........(fable 9)..................................—ft—in.s 12" N/A Full Height Studs(no.of studs) ...................................(Table 9 ............................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.......................................:.(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(fable 10)............................................................4 Q Percent Full-Height Sheathing............:..........(Table 10).......................................................65% Q 5%Additional Sheathing for Wall with Opening>68"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6'-8"<_68" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing ............ ) Q 9 P 9............................. (Table 11 or note 4 if less .............................3 in. Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)....................... Percent Full-Height Sheathing..:....................(Table 11).......................................................27% 0 5%Additional Sheathing for Wall with Opening>68"(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 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type................... ...............................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q MIACOMET MODEL MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 - THIBEDMIIN FFMING USEBd MAU aTs�o,c. ------------- 11 11 1 1� 11 1 11 1/ u 41 i 11 11 1 1 11 11 11 Ir 1 11 11 11 11 I 11 11 Q II 11 I l 11 11 r F i� it a 1 m A t i d I 11 1 4. n u (? 11 11 � 77 Ir 1 1 W ii li g a u 1 � 11 11 � 1 I Q 11 it Q 1 p u 11 H 11 11 7 11 tl 11 t n r1 1 n /1 I lr e 1 WA LE CDGE `-- MAILSPACWG i t _ FANPjL_ _ 4 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7go CNm 5301.2.1.1)1 1 a i I t 1 �Z4 1 to 1 1 1 1 i i ; i 11 11 O i FRAMING MEMBER$ i iEDGE KnWMEDWTE 1 1 z 1 �- lqr 1 1 STAGGERS MAUL PATTERN PANEL PANW EDGE DOUM E NAIL SPACING DMIL Detail Vertical and Horizontal Nailing for Panel Attachment REScheck Software Version 4.2.2 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 20061ECC Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1443 ft2 Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS MIACOMET MODEL BAYSIDE BUILDING,CO. BARNSTABLE,MA .Compliance: Compliance:0.1%Better Than Code Maximum UA:364 Your UA:364 Gross Cavity Cont. Glazing Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILINGS:Cathedral Ceiling(no attic) 1443 30.0 1.0 48 FRONT WALL:Wood Frame,24"o.c. 452 19.0 1.0 20 FRONT WINDOWS:Wood Frame:Double Pane with Low-E 92 0.310 29 SHGC:0.31 Door 1:Solid 21 0.280 6 REAR WALL:Wood Frame,24"o.c. 949 19.0 1.0 41 REAR WINDOWS:Wood Frame:Double Pane with Low-E 197 0.310 61 SHGC:0.31 Door 2:Glass 42 0.310 13 SHGC:0.31 RIGHT WALL:Wood Frame,24"o.c. 494 19.0 1.0 27 RIGHT WINDOWS:Wood Frame:Double Pane with Low-E 20 0.310 6 SHGC:0.31 LEFT WALL:Wood Frame,24"o.c. 672 19.0 1.0 37 LEFT WINDOWS:Metal Frame with Thermal Break:Double Pane 36 0.310 11 with Low-E SHGC:0.31 Floor 1:All-Wood Joist(Truss:Over Unconditioned Space 1443 19.0 1.0 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 requirements in REScheck Version 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date: 11/03/09 Data filename:C:\Program Files\Check\REScheck\MIACOMET.rck Page 1 of 4 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Cathedral Ceiling(no attic),R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ FRONT 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: ❑ REAR 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: ❑ RIGHT 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: ❑ LEFT WINDOWS:Metal Frame with Thermal Break: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. 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-1.0 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: Project Title: NEW CONSTRUCTION Report date: 11/03/09 Data filename: C:\Program Files\Check\REScheck\MIACOMET.rck Page 2 of 4 J ❑ 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 warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are 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 dearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 11/03/09 Data filename:C:\Program Files\Check\REScheck\MIACOMET.rck Page 3 of 4 Project Title: NEW CONSTRUCTION Report date: 11/03/09 Data filename:C:\Program Files\Check\REScheck\MIACOMET.rck Page 4 of 4 2006 IECC Energy Efficiency Certificate Ceiling/Roof 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): D.. Window 0.31 0.31 Door 0.31 0.31 . . .. Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: Nov 6 2009 10 37RM _.._'..._�,N0 7051 P IIL Town of Barnstable +' II�SrAIILE'+ Engirieerincg Division 7 r. e:. H,.�,� s tv1rl02v01 Office: $08-862-4088 F�Ut�ert A. ��rgm: nn.P E. Fax; D08-862-4711 For n;�inEer E- '4 DD�E ING ROAD opim ftjE ���N A -- _...... i�iF�t9NIE: 508-86 �-4085iFA3�a508-862-4799 �•..W NOTE: WEE SITE: http:lltown.ba�rnstable.nna.us 1.°` O ^), 1e7 Frorxlr FiallkSc'hle-e? E911 & Fax: o),Z" Pages: J Phone, - C{e: cc: © ursjatlt El For Review ❑Please Comment ❑ Prease RO, ly ❑ Please Recycle M1 dIUC,! [, ASS/C� !-� -7/ I 3 ' Cal �' V_EN o v_ 6• _2 0 0 9- 10 �3 8 AMiYSIDE BUILDING 50B 775 6155 To:15pB8624N 99 0 -7 0 51 P • 11 L r Wlllllllllllllllllllllljiiipo LOT 67 LOT LOT 65 j 1 - � DOVErA/� �4 OPEN SPACE Ale 1 l � asQ .OT 66 LOT 116, I � LOT 46 Nov - 6. 2 00 9 10 38AM No , 7051 P . 31L ParcelEdit Page 1 of Logged In As: Frida Novena Frank Saa7'r[;yc l Pa rce 1 y. Apphc:ot.bn C:frflw Fur2d$YSIP.M Renorts Road System The record has been updated,. Parcel Detail Parcel I 0020021;7 Sewer Acct: T/R Update Devel Lot: LO)' 1 1 7 Owner: .r0T(JIT FQUiTAR1.F HOUSING ILLC Co Owner Street: PC Box City: CCNT[j--MLLE - State MA Zip,, 01h3t location: 84 JOSPREY DRIVE �' Vluage Cotuit Road Index: 2338 Pri Frontage- 0096 Secondary Road: IDOVETAIL LANE Set Index 2337 Sec Frontage: 10107 Visions Location 71 DOVE I AIL LA.I�E Last updated: 111/6/2009 0.28;3{9 A No Bldgs: 0 Account No: J173 Lot Size (acres): O ZF3[i0t)45J State Class: 1:300 Year Added: Fire Dist: I2 •- Deed Date, ?,'?_0,'2017 Deed Ref Land Value: 72�'%)O Bldgs Value; Extra Features, --------------- Condo Complex' Buildin 9"�— Unitf � Update Nov, 6. 2009 10 :38AM No •7051 P . 41L TempParcelEdit Page 1 of 1 el oyycu In Ati:Schlegol N e W Parcel Friday, N6vQrTl !Application Center Road Svstern Rencfrtti Road System The record has been updated, New Parcel Detail New Mapparceh 002 002 117 i ERoad Number: 84 UniL Dev Lot; LOT 117 Name: OSPREY DRIVIw T1R r Sec, Road: JDOVETAIL LANE . � T/R: .F vllllage• I07-Eotuit Part of M/P. MAP 002 PCL 002 Plan Ref PLBK 617/69-75 (APP 7-62) Date Added- 1/16/2008 4'09.,09 PM Updated: 11/6/2009 9.29:41 AM Update Delete Add Another EWEDLo— - - - N EPT. AT Q Lr)_ GATE J n _— ❑ -- UIRED FOR PERMMIND . BON MONOXIDE ALARMS > 00 . BUST BE INSTALLED PER W ® CHUSETfSBUILD ING CODE w ol ° Ilan CY n o©®a } � o FRONT ELEVATION - SCALE,1/4e 1'—O' a LU — z W J Q K W Z -_ - z N 5 Q ® LU w 3 I , � I L---J I f I I I I I IL---J SHEET" I I 11 I I. q REAR ELEVATION I SCALES I/4u.I-.Oe DATE. II/10/09 '" - '- • _ s fie, - N O Ln 4 Ln W � -- W Ln z �0 • w ° � o d RIGHT ELEVATION LEFT EL.EVATION n . SGAL�BAb I'-O° .. ._ SCALE,9/Ib•.1'-0• . W [n d 12 c*� a .12 p 2112 RIDGE . fag® STOR GE s oc . .. R30 FIBERGLASS INSULATION w 2X&CEILING JOISTS V r N jxS WRAPPING 3 1/2'GYP.BOARD NEV a I2 O.G. - . 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FASTENERS AT ALL . -12 202 RIDGE BOARD ' - x O RAFTER/TOP PLATE _ JUNCTIONS TYP. W /n ASPHALT SHINGLES - - 72 �6/6'COX SHEATHING 0.0 ZIN FIR.ST �} .. BLOCKING a'TWO JOIST AND SAYS FROM GABLE WALL 200'9 O 16'O.G.12 U / ' - ,R'm FIBERGLASS INSUL. - - - / �12 - - . - SKYLIGLIT za9 6 16 O.G.. OPENING FRAMS'TIGHT TO .. - '0 / LING JOISTS O .. 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GABLE PNDWALL RAKE OR RAKG TRI10B w/e GA&F WEIWANG m im YEDOPIi'FIELD co - - OAEI2 CNDWALL RAKE OR RAKE TRU89 w/STRUCTURAL m '. 'm b•EDiE/b'FIELD . GABLE GIOWALL RAKE Qt RAKE TRLl6B u✓LCiKNt BIDCKB m Im- 4'EDGPl4'FIELD , CEILING SHEATHING - ' GTPBIM WALLBOARD - m CWLERB ]'CDGEAd FIELD WALL SHEATHING WOOD BTRULTURAL PANELS ... .. . SPACED Ur M a4.O.G. m Im b'®GE/la•FIELD . K'a+ Ww LL�nR�PANELS _ e•eocab•FlELD SHEET . •COOE/10'FlLLD: . _ FLOOR SHEATHING WOOD 9TRUCNItAL PAN6B I'aR LEES m Im b'EDGFA•FIELD _ GREATER THAN I' Im Im b'EDGLb'PIED JOBI Do35 . Foundation Certification in - Barnstable VA Prepared For Lot 117 Dovetail Lane Assessor's Map: 002 Lot: 02 Bdxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors y' `r 78 North Street, 3rd Floor Hyannis, MA 02601 Phone - (508) 771-7502 Fax — (508)-771-7622 Owner. Cotuit Equitable Housing,'LLC Job Number. 2005-214 Scale 1„ = 20' 11-18-09 LOT hp y%7'?Al 000-<0 M a N��4310" W. o 1 28.60 5.7 's 6 v Vw O ^ .2 twn an 13.0 14.0 2 j ~tXIS TNGFFO o UNDAll 0. `OCA�ON 85 OA LOT 118 09 32.9' J' 13 0 cV } p 5 1, io CT. io _ H S 'Os ps. T46 4' - OPEN SPACE CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, ZBA' APPEAL #2005=082, IS LOCATED IN RELATION. TO THE MONUMENTS LSHOWN" AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. b THIS PLAN IS NOT TO BE RECORDED, NOR IS' IT TO BE USED TO ESTABLISH PROPERTY LINES. EC N 74 fST �4, ll - t9 - 2oo9 , ' REGISTERED PROFESSIONAL LAD SURVE R N BAXTER NYE ENGINEERING & SURVEYING DATE 0:\7005\7005-214\C:IVII\0.F4IGN\7005-214PR1OTS.dwg, '11/19/7009 1:29:05-PM; 1:1, MTM GENMAI. NOTES: I. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2 SEIEACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WnMN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN OD '� l N SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Z �, 3 cB#37 AIS OF RARE WILDLIFr FOR USE C110N ACT GU(AT10NS 31O CMS THE MA WETLANDSPROTE R=se.ss 59 60 _ \ SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP SMH #4 S 'e MAP OCTOBER 1, 2006 CERTIFIED VERNAL POOLS. R-59.33 SITE IS NOT WITHIN A PRIORITY W4BITAT PER NHESP MAP OC1�7BER I_51.53 SMH40 1 v� �� 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES R t' 3 SMH '� 3 Mss43a3 S O -� 3 UNDER THE MASS"LISETTS ENDANGERED SPECIES ACT, ' W / S S I REGULATIONS (321 CURIO) 3-8" ,A;V W SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER Z4*Z7 S s RECHARGE PROTECTION AREA 19 r i'i AP DLB � V\S-0-02,5 DMH I R_58.983 $ �` O 9 65 =77•43. Cn S \.� CONS1RUC ION NOTES. 0700 FM ` S6 sa.0 59.5 84 24 CLEAN N SERVIg N� ,�� S 1. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE 58.7 59.05 OUT SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED '+ VEGETATED 12'` _ 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 59.13 .`, G x DEEP RAIN , 2. ALL GRADING, DRAINAGE; AND UTILITY NOTES ON SHEET C-5 FROM x �'� '�g, �GARDEN (125 C.F. / THE SL90MSION CONSTRUCTION PLANS FOR COTUIT MEADOWS, A59.5 A' t�59.0/ SMH #40 DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. LOT 117 '? 1 R-61.41 s 59.05 0 OTTOM-58.0 ( , 4 �\ 3. SEWER BUILDING CONNECTIONS. �t-12,076f S.F. - Mil. COVER SHALL BE 3 FT. 59.0 ? 4`, �� 0.28f AC. V. x �'\ - SET CL 611NOUTS AND W KAIN CLEARANCE FROM OTHER UTILITIES ce a q ; \ �^` �•5 AS REQUIRED BY QARNSTABLE DPW w - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1 X. f 59.9 x Rp eo..1 m _ eao I o p � , x 5 8 5?8:4• 59.9 RD SOI GETA 8.00 c .00 tr 13•00' No 14.00 VE 0 n R RAIN GA DEN W 55.23 II LOT 118 x (125 C.F. GARAGE 1'0 �► 5 sTnRA �60•0 1 ° HOUR I Cotult Meadows Subdivision S � ) TOP- 0 1 :62.0 60 �I ,� BOTT -57.0 -� N Cotuit-Barnstable, Massachusetts y 3 ' x 59.5� -ie.o0'r 57.0 80.1 = PREPARED FUR 2, --, i COTUIT EQUITABLE HOUSING LL x J7X O 0 18. i I 5e�5 W a� m0 P. 0. Box 95 3 �� 'S ( Centem Ille, MA &=2 r: CB�53 58.5 x x � �•.� 515 x \ l C� R_57.01 5&5 x� MLE l pe 59.5 Site Plan 605 M s7• qe 59.0 x \ x PROVIDE (1) 6 DIA. x,s DEEP Lot 117 Dovetail Lane 3 O 41 LEACHING BASIN\IN/ 1 STONE \� W SURROUNDING (OR\ALTERNATE EQUIVT VOLUME) DMH#38 CB#53 s�S� CONNECT ROOF \ D R-s7.01 `.\ R_57.01 DOWNSPOUTS TO LEACHING A►��TER NYE ENGINEERING & SURVEYING � .\ BASIN Registered Professional S)S� Engineers and Land Surveyors to of 78 North Street,3rd Floor,Hyannis,MA 02601 STE s G OPEN SPACE Phone-(508) 771-7502 Fax-(508)771-7622 4u MA y 20 0 20 40 0� GISTEa�O��'�Q s�ONAI 1l_ ENG SCALE IN FEET �' _'Zoo SCALE: 1' = 20' DATE: 11-13-09 REV. DATE: REMARKS LOTml 17 MOM MIMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214