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HomeMy WebLinkAbout0039 DOVETAIL LANE �� �O dE�tii� L-f�it/�� LOT /3p D'd�- - D-t��- ." �� p � � Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 3/21/19 Brian Florence CBO Town of Barnstable Building Division -t 200 Main St. Hyannis,MA 02601 - RE: Insulation Permit 19-256 Dear Mr. Florence: w This affidavit is to certify that all work completed for 39 Dovetail Lane, Cotuit has been inspected by a third party Certified Building Performance Institute (BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCloskey _ Town of Barnstable Building g y /AVF►AaLE FLo I5 Card S,o That it;iS Visible From the Street-Approved Plans Must be Retained on lob and this Card Must be Kept a Until Final Inspection Has Been Made. �' PermitaCertificate;of Occupancy is Required,such Buldmg shall Not be Occupied until aFinal Inspection has been made Permit 1 Permit No. B-19-256. Applicant Name: William McCluskey Approvals Date Issued: 01/23/2019 Current Use: Structure Permit Type: Building- Insulation-Residential Expiration Date: 07/23/2019 Foundation: Location: 39 DOVETAIL LANE,COTUrr r Map/Lot 002.002-120 Zoning District: RI Sheathing: Owner on Record: MORRIS,SHARON M Contractor Name WILLIAM J MCCLUSKEY Framing: 1 Address: 39 DOVETAIL LANE Contractor License: CSS.L-102776 2 COTUIT, MA 02635 � f Est. Project Cost: $ 1,300.00 .Chimney: Description: Add R-10 rigid insulation to the attic. Air seal the attic plane with Permit Feb: $85.00 expanding foam.General weatherization. Insulation: Fee Paid:! $85.00 s i Final: Project Review Req: F�� bate:= 1/23/2019 � Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within sizTmonths after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which.this permit has been granted, Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the ' work until the completion.of the same. Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the guild ing a,nd Fire�Officials'are provided on,th s permit. Minimum of Five Call Inspections Required for All Construction Work: y.✓` Rough: 1.Foundation or Footing " 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site . All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT o r-$tpr�J-) A-T.-f— S M 1.3 r F3 � ? a ace Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Patrick Daley 39 Dovetail Lane Rating Date: 7/17/2017 Rating Number: 35078 Cotuit, MA 02365 Registry ID: 481388397 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 59 Heating 36.8 $523 37% General information Cooling 0 $0 0% Conditioned Area 1414 sq. ft. House Type Single-family detached Hot Water 2.2 $117 8% Conditioned Volume 14606 cubic ft. Foundation Unconditioned basement Lights/Appliances 16.7 $793 55% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 55.7 $1433 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 3.39 EF, 50.0 Gal. Criteria Duct Leakage to Outside 36.00 CFM25. This home meets or exceeds the minimum criteria for the following: Ventilation System Balanced: HRV, 80 cfm, 33.0 watts. . 2009 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes 2012 International Energy Conservation Code 2015 International Energy Conservation Code Building Shell Features Ceiling Flat R-36.6 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-34.0 Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Walls R-21.0 Infiltration Rate Htg: 677 Clg: 677 CFM50 Foundation Walls R-0.0 Method Blower door test Certitied HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 State Road Suite 2 Upper Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Sagamore Beach, Ma 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator (kWh/yr) 500 Clothes Dryer EF 3.01 Info@energycodehelp.com t Dishwasher(kWh/yr) 260 Ceiling Fan (cfm/Watt) 70.00 Certified Energy Rater: r�. REM/Rate Residential Energy Analysis and Rating Software v15.3 -: This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. I l — it A 1 MA.P INSTALLED CUiL`"-N-,,'F-RQbU:.'rS PC, Soo 1309 SAGArvibRE SE'AC i,"lv1r�0�561 j IN$IJLA-:0N CER71i-1G",TiC)a\i-pEf,, iECC 303.1.1. t BATT INSUI_ATtnN Exterior r�alls: i Type: Exterior w t l..s % f A-n, a. _lo tier%. . a Uo-'i R;T M'rnaf3r u�N,-: _ R-Va lue; ..ZD interior Walls/Ctairlvel; -- - TyPe; - - Basement t c link: -- rvpn: ,b�zS ass CT FlatCe:ili-68: Q Type: Sloped Ceilings; Typei BLOWN. ENS<<i�r!!UN(FiB�R L�i55�3k n Exterior Gvalls: Type. ^Ja•aui�rt�ter; Settled 1' ickness t d thickness- led -- Se.t, R-Value, InS l'??t5 density: Ra!I('ei bg Tyne t Wla nu,fac +,ire :: ��NIIe67ti�" ir,st�., 11 Settled 1'F, ckr,n - icI ness:l•� r tt1 Settled t� a,lue:. ty� .�_.__I_.l' _�flS tr..11C'.rJ density: I Co��c rags Ares: Slowed Ceiling_r Type' z \ Settled Thi ,ass: T InStAed thickne -- - noe,r yiAP In�lofl�p °Lill g p <« 111 7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map DOZ. Parcel noZ /2-D f' Application #�—I I J V Ak '0® Health Division Date Issued \ 0 Conservation Division application Fee 1l Planning Dept. �� ermit Fee vl S d Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 3� �6J�Q'�at r Village ooiulk L11t.Owner4 t,CMW Address d• U 004 Telephone - - l0 LL / Permit Request _ cwTb t�c.P� a -2 �l•4� S 0.0 G�✓ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new f 3%0 Zoning District t Flood Plain �, Groundwater Overlay . Project Valuation 000 Construction Type W00A Lot Size G Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ; Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Flo On Old King's Highway: ❑Yes Jai No Basement Type: X Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft) Basement Unfinished Area (sq.ft) 1190 Number of Baths: Full: existing_ new _ Half: existing new Number of Bedrooms: 40 existing Lew Total Room Count (not including baths): existing ' new First Floor Room Count Heat Type and Fuel: ;(Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes >(No` Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: t y x2o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use �0.Catn-� Proposed Use 1F`"" APPLICANT INFORMATION LL (BUILDER OR HOMEOWNER) Name �n Q Telephone Number -77140up Address ?, License # Home Improvement Contractor# Email 616t t 14Worker's Compensation # M7 6(a 2- ALL CO STRUCTION DEBFP RESULTI G FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED ;MAP f PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION FRAME K o6 17 CK OK INSULATION ( N 7 can FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Building PostThis,Card So•That°rtis,Visible From:the Street A roved PlansaMust be..Retained ortJob:and th�s�Cartl`Must be Kep„t ;.+...RATNlTCA�S$ r. w�. a 1 '�df, ' �'.�. '^:'vim ". , S- ��,� '�'� pp t- ;� � x„k x�kr•;. .c s � ;`s g�, ��r u M! Posted Until F.inal`Ins ectionH s Been°°Made: '` :' a Per ,:_ Where a:Certificate of,Occu anc• :.�s Re aired such.Buildm Shall,Not b. ,Occu ied unto!a Fna1'Ins ectiort has been matle Permit NO. B-17-220 Applicant Name: BRIAN T DACEY _ Approvals Date Issued:- 02/13/20171. Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 08/13/2017 Foundation: Residential Map/Lot 002 002-120 Zoning District: RF Sheathing: Location: 39 DOVETAIL LANE,COTUIT x 41 ,c Contractor Name: BRIAN T DACEY Framing: 1 Owner on Record: COTUIT EQUITABLE HOUSING LLC. � s 4. , Contractor License GCS-005645 2 Address: PO BOX 95 .-., .w >. 61 a EsCPro�ect Cost: $200,000.00 Chimney: CENTERVILLE, MA 02632 - -,, � Permit F e: $ 1,145.00 Description: To construct a 2 Bedroom,2 bath ranch style home uvith an attached 1 Insulation: car garage Fee aid: $ 1,145.00 Qat 'G 2/13/2017 Final Project Review Req: To construct a 2 Bedroom, 2 bath ranch style home with an E2 Lt�ts utrv�attached 1 car garage � �' � � � , � � K Plumbing/Gas 0 A � Rough Plumbing: r � ? .,.._- Building Official E -. - Final Plumbing: This permit shall be deemed abandoned and invalid unless the work author'z d by this permit is commenced within six`'months afte eissuance. All work authorized by this permit shall conform to the approved application and the approved construction documeA, for�which id-K.-this s permit has been granted. Rough Gas: - AII construction,alterations and changes of use of any building and stru"ctures shall b in compliance with the local zoningby law and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or roadand shall be.maintained open for_public inspection for the entire duration of the work until the completion of the same. e , v, R, Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the BuiIding and Fire Officials are provided on#his permit. Service- Minimum of Five Call Inspections Required for AllConstruction Work " i� 4 1.Foundation or Footing h .° Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: - 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate perrnits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund",(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Massachusetts Department of Public Safety t Lr Board of Building Regulations and Standards ` License: CS-005645 Construction Supervisor Y'J, � , fin,� •r BRIAN T DACEY PO BOX 95 CENTERVILLE MA 02632�� nn , ` Expiration: Commissioner 04/1912018 1 Construction Supervisor Restricted to: f Unrestricted-Buildings of any use group which contain d less than 35,000 cubic feet(991 cubic meters)of enclosed space. . t 4 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOWDPS Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date Expiration Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 04/01/17 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 05/01/17 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/01/17 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 03/01/17 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 04/01/17 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 05/01/17 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 07/01/17 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 08/01/17 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 05/01/17 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 03/01/17 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 04/01/17 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 05/01/17 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 02/01/17 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 04/01/17 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 07/01/17 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 06/01/17 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 05/01/17 Department of.ndustr ial Aeeleen4s gee vdgadans 600 MaEhrrt ormStreet f(•osta¢r¢�3, (�z �0y�2y 1/11 �f w-� FLS•iCVlJoa EF Y�K&•NF Workers CompemseiGn Insurance Affi€aide: Please Fist egibly Name (Business/OrgaiLa oion/Lndi-vidual): t ���� � 1�7��- ���a/' � � _ F Address: Are you an.employei7 Check the-*prdpriate k€��: T3'J?e of project(required): 1.❑ I am a employ--n 4. I am a gememl coutractor and I 6. ew construction employees (fail and/or part time). have hired the sub-contractors 2.❑ I am a sole proprietor or partner_ listed on the attached sheet.t 7 ❑Remodeling ship and haveho employees These sub-contractors have 8. []Demolition -working for me in any capacity workers' comp.insurance. g. ❑Building addition [No- workers' comp.insurance 5. ❑ W6 are a corporation.and its required.] omcers have exercised�.aeir 10.❑Electricalreuairs or additions 3.❑ I am a horuemAmu doing all work' right of exemption p er MGL I1.❑ Plumbing repairs or additions myself No comp. c. 152,§1(4),and we have no 12-El Roofrepairs insurance required.]i employees.-[No workers' cormp.iasuramceregnired] 13.❑ Other *Amy applicant that checks boi#1 mast also till out the section below showingtheir workers'compensation policyinio=na$on: t llomeowners mrho,submit his affidavit indicatug ffiey are doing all work and then hire outside-conttact6rs mnst sal mit anew affidavit indicating such :90ontractoss chat check this box must attached an additional sheet showing the name of tho sub-contra tors and their work= comp.policy infomation. I mn an emp&yer drat is p- m-Aiding varkers'cGmpensadcrn inVar ance-for ray eriTleyees. B,,- FGv fs the'voZfcy¢rxj-fob sire F• In=ance Company Name: � `, Policy#or S elf-ins.Lic.#:_ ?� _ Expiration Date: Job Site Address: tV�%�0,�C 4,% City/State/Zip: k b M Aftaeh a copy of thewarl-e>rs' eomxpensa-dan polldy declar tiau pa e(showagthe policy number and or$€l`te). Faihzre to secure coverage as required eider Section€25A ofMGL c. 152 can lead to the imposi�don•of crim alpemalties of a -6m eup to$1,500.00 and/or one-year mnprisonment; as well as civ l penalties in f%e form of a STOP WORK ORDER.and a fin e of t•€p to $250,0 D. a day.against Lhc uiolakol . Bb adviked That copy of this stateu�Emt maybe forv�warded to•rhe Office of Imvestigations•oftbe DIA for insurance coverage vaffication. I do,her°er y c�, F w-der ike pabms and ffena�es q,�pgjr,,Yy rlsat the rrtfarrrmadon pr owided above is i`xe&rfd co r�ee ,�imatire: Date: • P'ho,m0 7T. GIFT. z€-r use 0-Ttl f Do PTO/lij-*e fit d5 s area"to be co.,uFpl'eted by city ar dffl.c.'r1.. City or Tote: permitUcerese IsalungAutharity (d cieOne:): l_Board of Izealth 2.P-m-lding Depsu nnezt 3. Mry]Tawa Clerk 4_IJleeCr: cwl Inspeete>~ S.P'lt����g p ccto C.other �'ar: �t.�Ersa�: Phone�: • Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Projected Rating Certified Energy Rater: Chris Mazzola 39 Dovetail Lane Lot 120 Rating Date: 01/25/2017 Rating Number:. Cotuit, MA 02365 Registry ID: " Projected Rating: Based on Plans - Field Confirmation;Required. Estimated Annual Energy cost Use _MMBtu Cost Percent HERS Index: 55 Heating 30.6 $420 32%- General Information Cooling 1.0 $52 4% • Conditioned Area 1162 sq. ft. House Type Single-family detached Hot Water 2.2 $120 9% Conditioned Volume 11813 cubic ft. Foundation Unconditioned basement Lights/Appliances 13.1 $709 54% Bedrooms 2 Photovoltaics -0.0" $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 46.9 $1300 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 3.25 EF, 50.0 Gal. - Criteria Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 46.00 CFM25. 2012 International Energy Conservation Code Ventilation System Balanced: HRV, 41 cfm,.23.0 watts. 2015 International Energy Conservation Code Programmable;Thermostat Heat=Yes; Cool=Yes Building Shell Features - Ceiling Flat R-49.1 Slab - None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-37.5 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0" Infiltration Rate Htg: 2.70 Clg: 2.70 ACH50 Foundation Walls R-0.0 Method Blower door test Rating Company Home Energy Raters LLC (ights and Appliance Features 180 State Rd Suite 2u Percent Interior Lighting 100.00 Range/Oven_Fuel Electric Sagamore Beach Ma 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator (kWh/yr) 500 Clothes Dryer EF 3.01 www.energycodehetp.com Dishwasher(kWh/yr) 250 Ceiling Fan (cfm/Watt) 0.00 REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. AWC Guide,to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 HERRING RUN MODEL-COTUIT MEADOWS COTUIT, MA Q Check Compliance 1.1 SCOPE Wind Speed (3-sec.gust)............................. ................................ ....................... ......... ..........110 mph Q Wind Exposure Category.... ......... ......... ................................. ...................I................ ......................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 1 stories <_2 stories Q RoofPitch ...........................................................................(Fig 2) ......................................................9<_ 12:12 Q . Mean Roof Height .............................................................I.......(Fig 2)....................................................15.ft <_33' Q. Building Width,W..............................,................................(Fig 3)...:............................................... 45 ft <_80' Q Building Length, L ..............................................:................(Fig 3)...................................................62 ft <80' Q Building Aspect Ratio(L/W) ........ .................... .........(Fig 4)... ..................... .....................1.5 <_3:1 Q Nominal Height of Tallest Opening2 ........................ .................(Fig 4)..................................................6'-8" <_6'8» Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....:.... .........(Table 2)........... ....................:............. ........... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................ .........................:................................::......................... Q Concrete Masonry ..............::..:..::....... ...................................... ................................................................ N/A 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ...........:.7.............................(Table 4)...................................................32 in. N/A Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 in.<_6"-12" Q Bolt Embedment—concrete..............:..........................(Fig 5)..................................................7 in.>7" Q Bolt Embedment—masonry.........................................(Fig 5)..:......................................... in.>_ 1 b" N/A Plate Washer........:....:.........:.......:...............................(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)........................... < Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... Q 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).......................................I............—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)........ ...............314 in. Q Floor Sheathing Fastening..: .. ............ . .................(Table 2)...........8 d nails at 6 in edge/12 in field Q 41 WALLS Wall Height Loadbearing walls....:........................................ .........(Fig 10 and Table 5)...............................8 ft <_ 10' Q Non-Loadbearing walls............. ..............................(Fig 10 and Table 5)..... ......... .........12 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5)..... ............16 in. <_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 WALLS3 Wood Studs Loadbearing walls...................................I....................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-16 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs......... ...................... ........(Fig 10). ......... ......... ..................................... Q WSP Attic Floor Length...................................:............(Fig 11)............................................... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)....:.............:(Fig 11)....:....................: ......... ......26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............:................................:................ N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ....................... .......................:........(Fig 13 and Table 6)......................... ...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) .................................. ..........I............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)..........................................3 ft 0 in. <_ 11' Q Sill Plate Spans .........................................................(Table 9)...............................:.::.......3 ft 0 ih. <_ 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...................... (T ) able 9 ..................:...:.............:.....3 ft 0 in. s 12' Q Sill Plate Spans...........................................................(Table 9)..........................................3 ft 0 in. <_ 12" N/A Full Height Studs(no. of studs)..........................:.........(Table 9)..............................................................3 [� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening .......................................:...................:..............6'-8°'s 6'8" Q Sheathing Type..............................................(note 4).......................................:.................WSP Q Edge Nail Spacing.......:...................................(Table 10 or note 4 if less)...............................3 in: . Q Field Nail Spacing..........................................(Table 10)......................................................12 in. Q Shear Connection (no.of 16d common nails)(Table 10)......... .................... ......................4 Q Percent..Full-Height Sheathing.......................(Table 10)......................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)...................... . Q Maximum Building Dimension, L Nominal Height of Tallest Openingz.....:................................................................6'-8"s 6'8" Q Sheathing Type:..:....... ......... ....................(note 4). ......... ......... ......... ................WSP Q Edge Nail Spacing...... ....:..........................(Table 11 or.note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table.11)......................................................1.2 in. Q Shear Connection (no.of 16d common nails)(Table 11)................ Percent Full-Height Sheathing g.......................(Table 11)...................................................... 15% Q 5%°Additional Sheathing for Wall with Opening>6'8" (Design.Concepts)..................... N/A Wall Cladding Rated for 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 ...............................r................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=303 plf Q Lateral....................::........................(Table 12)................................................L=176 Of 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 LATHE HERRING RUN MODEL-COTUIT MEADOWS COTUIT, MA MEETS THIS CHECKLIST IN ITS ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps_and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b ; 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11: 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables.10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 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 vi. 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 -WHEN THIS EDGE RESTS ON FRAMING VSESd WLS ATfi�oJr- 11 11 111 ii 11 QrR 1 , - IA t 1 � II 1U1 11 I)OUBLE£D[ ------ , HAILSPACING - �ti PANtt 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 (7so CMR'5301.2.1.1)T 1 ; lu -Z o k k , 1 ik i FRMgING MEMBERS 1 1 i EDGE EfFERMEMAje— , f im y 1 L �.i. 1 , _ STAGGERED 3'MIEI a ML PATTERN EL PAWL EDGE DOUBLE MAIL EDGE SPAciNG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment p3Y,ETp Td-wn- of a Jistable Regul,a.tory Sep• Ices �axl�srsar Thom as lie Geller Director d15�$�. DQ• 9 ��rFAf,{�ik�g Buildi€1g Division- Tom Perry, 3uildingConunissioner 200 Main Si'reet, Hya�is,MA 02601 � www.town,barnstabk,ma.us O�ice: 508-862-403 Fax: 50B-790-6230 Prop ert ' Own'or Must CoMplete and Siorn This Section. If Using ABui.d6r "is Owner of the subjectproperty 9 a J herebyaathoze _ to act on my behalf; in all matters relative to.work auihorizec�by this bui�duxg permit application for; (Adchchess of-job) sign a' e f Owner ate Pint Name Q;FOPMS:O F,rnERpFP�1�41SS1011 E4 s0 Town of Barnstable �r 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No; TB-17-1356 Date Recieved: 5/3/2017 Job Location: 39 DOVETAIL LANE,COTUIT Permit For: Building-Sheet Metal-Residential 1 Contractor's Name: Eric T Whiteley State Lic. No: 15920 Address: Po Box 248, West Chatham, MA 026690248 Applicant PKone: (508) 945-1100 (Home)Owner's Name: COTUIT EQUITABLE HOUSING LLC Phone: (508)771-1040 (Home)Owner's Address: PO BOX 95, CENTERVILLE,MA 02632 Work Description: New construction duct work -a J Total Value Of Work To Be Performed: $5,000.00 w �-- . CO Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. 1 hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed,by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Eric Whiteley 5/3/2017 (508)945-1100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 5/3/2017 $85.00 XXXX-XXXX-XXXX- Credit Card 2793 ............................ ........ .... ............ . ........ .... ...... . ... ..................... Total Permit Fee Paid: $85.00 ® - a� - (3 Cape Concrete Form Co., dC � 47 Riverside Road Mashpee,MA 02649 50&922.1910 To:Bayside Building,Inc. March 16,2017 From:Kris].Bohnenberger Cape Concrete Form Co.,LLC Re.Lot#120 Cotult Meadows t 1. The second pour porch walls were attached in the following manner - each wall end was drilled at 3 symmetrical points -6#5 rebar dowels were anchored into the drilled hole with pre-mixed, waterproof hydraulic cement -after the wall pour'the vertical"cold joint"was sealed with pre-mixed waterproof hydraulic cement j -the seam was then coated with `Decco 20.Seal"waterproofing Respectfully „�...r Kris j, enb S or M er C M TempParcelEdit Page 1 of 1 � y a Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 120 " Street Number 39 Unit: Dev Lot LOT 120 Road Name: IDOVETAIL ,LANE � � � ���� ; T/R: _ ._. ._.. ___._. w_. ._... .__..� �F Sec. Road: T/R: Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 .................--........_.... _....._._..._.._._ ..._........._,...._.._. _._ _......._.......,..._.._._....._ .._# Plan Ref: JPLBK 617/69 75 (APP 7-62) Date Added: Updated: • 4 plate Delete Add Ano3the 1 httn-//Iccnl7/Tntranat/Prnnrlatn/TP.mnPAY(`.P.IP.(llt a.cnx?TT)=Add 1/16/2008 Foundation Certification in .Barnstable, NIA Prepared For : 39 Dovetail Lane (Cotuit Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 002-120 - Boxter Nye En ineerin & Surveying Zone X (unshaded) 0 FIRM Community Panel Number 0250001 0539 J y g g y g Effective Date July 16, 2014 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 78 North Street, 3rd Floor Book 23161 Page 59 Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 Hyannis, MA 02601 Page 158 Phone - (508) 77177502 Fax — (508)-771-7622 Minor Modification No. 1 0 Deed Book 22249 Page 282 Scale : 1 = 20' 03-08-2017 Job Number. .2005-214 00 N/F ROBERT M. ALLEN III & MATTEA J. ?� DEED BK. 27701 PG. 265 PARCEL ID: 002-002-119 0 9� o 892�024 ,�a o° ego• 'a• _ 0 a�20 01 0• O LOT, 120 9,562f S.F. 0.22t ACRES N/F ADRIENNE L. GONSALVES DEED BK. 28338 PG. 124 o, PARCEL.ID: 002-002-121 a' 8 2�. '904,, O !y AgFO eF'S�s M 0�� /D ze0gg0O ti SA002, o 04,, �cF 00259 /NC I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT,, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF OF MqS BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN 'RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A StjAVAIE SPECIAL FLOOD HAZARD AREA. oM. -A THIS PLAN IS NOT TO BE RECORD BE USED TO ESTABLISH PROPERTY LINES. ® ED NOR SIT TO 4863 A�QPSSS���pQ REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE O ` SMOKE DETECTORS REVIEW9 E�. x " a rs BARNSTABLE BUILDING DEPT. DATE q w � p b � n FIRE DEPARTMENT DATE . BOTH SIGNATURES ARE REQUIRED FOR PERM17TING ~ � 0PIFP��0 LIN x ==Elm . r. a MMMM a� FRONT ELEVATION NMI p SCALE: I14" = 1'-0n •• / ) 0 Y • Z Q F Qi Qq W t— Z - 'Wjy � O U . 4 . . a �'0 > O � L=l SHEET ` REAR ELEVATION 1 SCALE: 114" = 1'-0" JOB: 1701 DRAWN BYi KW DATE: I/30/17 MEN .. v ® � . � � 0 UT 1 . L--_J CA � ION i RIGHT ELEVATION q �. SCALE: 1/4 - 1 -O 1 Z 0 IL w 0 Z � wQ . Qw _ Ul z w � - 0 lL V > pn w E � ® FFH± # w _ � 71 O 514EET LEFT ELEVATION - A2 SCALE: 1/4 = I -Oil JOB: 1701 f�f DRAWN BY: KW \ 1 DATE: 1/30/17 3a'-o° al 6'-0° 32'-0° 21.-2° 3'-10° 8'-0" I6'-q" T-3° 69 F% 0 15'-5 3/4' 2-4_ 14'-2 I/¢ _—_ 244DH2450 m �- - I / 26'x60■ 44 / I 1■■I p 44OH2450- - II ■x60■ 12'-0' VAULTE01 CEILING /12'-O' VAULTED CEILING o ' • c, m SUNROOM MASTER SUITE m m OAK / I °� 1 �,,, o I 244DH24W V co" I 42 I 28'160' ° o G.O. ` I — ___ -_.. .__. cl CW 135 LLo REF. °'-4 10 28 7/8'x4l 3/8' PINI1 244DH2436 , 23'-q 3/41' IeK -0 1/4" N ~ _ 1 I 2#� 2 MASTER BATI I o 2e'x42■ w n J IK Tp�GAHKEN D I I 1 22 22 s o BULKHEAD ®� OAK ° o 0-0 • 244DH2450 2g p 0 28■x60' I I O 13-0■ CATHEDRAL CEILING o I GREAT ROOM I FJ o �, w ni I OAK I r 1 co 1 41-20 .w" m = o 244DH2450 3'-0° ATA o N 244DH2460 (n - -- 3 ' GARAGE 28'xbo' 28'x60' II'-10° T-8° �J V 0 i 2� 0 LU 244DW2450 2g ` o w Q I n Tv ED A 7'x9' O.H. DOOR W/ TRANSOM a p - 11'-p, CATHEDRAL CEILI� , 3 f� � TILE ...-�. o O � 15EDROON #21 OA1k I _- w C4 # I _ W PORCW i9 O 3 SHEET " A3 6'-0" 2'-q° 7'-0" 2'-30 7'-00 T-O° FIRST FLOOR PLAN 12'-0° 12'-0° 14'-o„ SCALE: 1/4° = 1'-011 JOB: 1701 DRAWN BY. KW I DATE: I/30/17 • 32'-O° 24'-9" T-30 Q WON M ----j--------------------- -- —=---- w y F i1 ---------^--- �-------------� I I FKT, PKT I , I I ON T z-9' GONG. WALL I ' • I I 16'x10' CONTINUOUS FOOTING I OEM Z . I I / 0 16'O.G. IFULL BASEMENT I I O ——— 3 1/2' CONCRETE SLABan I r+ ------J } i I / w n cck — / 2xIO's 2xl0's I 2x10's I I O I I BULKHEAD • 16'O.G. 116'O.G. - I i1136'1 5C. n I I �0 D118 REXTT. I mom �. p I DROP T.O.W. 6' / •• v Q v I I ---� I DRAT WALL lo'DOOR LID F I I m M IL ---� I e'x 3'-9' CONC. WALL i 16'xI0' GONTINUOUS FOOTING I I - � _ I I — m GARAGE I I N o 3 21 I 2xI0 s 3'-4" I i PITCH TOWARD DOOR OfW Q ' t V I 0 161O.C. O I 2x10 s i I I i Z Q P 161O.C. I I w w q NOTE: I O 5/8° ANCHOR BOLTS I' I 3-2xI0 GIRDER I ' EMBEDDED 7" I I .3 1/2' DIA: STEEL COLUMN I I SPACED 32" O.G. I I Il.l 30'x30'xl2' CONCRETE PAD I I 12" FROM CORNERS I Z WASHERS 3"x3"xl/4' I w O Q v I I f DROP WALL 10' 0- OI[ (L oI BMI — ——I -------- — —'—J — . ------------ _ I I I I • I - I I � _ 1 1----------- lk SHEET 12'-0" 12'-0" 14'-0" AA4 FOUNDATION PLAN 1701 DRAWN BY: KW SCALE: 1/4° = I'-p DATE: 1/30/17 } V o RIGID WIND WA514 BARRIER REQUIRED AT EXTERIOR EDGE OF EXTERIOR WA TOP PLATE ✓ , SIMPSON 142.5 FASTENERS AT ALL - RAFTER /TOP PLATE (2) II 7/8' LVL RIDGE 2x12 JUNCTI • JUNCTIONS TYP. ! - - • 6 , TTP ROOF BLOCKING 4'-0'O.G. - Ta 016, O. IN FIRST TWO JOIST AND RAFTER R49 F.G. INSUL: ` .. _ " 16' O.G.. BAYS FROM GABLE WALL 2xI0a i 16 O.G. R35 F. INSUL./ .• R38 . 5/8' PLYWOOD SHEATHING/ G � 2x109 a 16' O.G. ASPHALT SHINGLES �b$O Ix3 STRAPPING� g• 1/2' GYP. BOARD �6• TYP- EAVES �`� OC O Ix6 FASCIA/ Ix4 SECOND MEMBER CONTINUOUS VENTING SOFFIT id .. 1x8 FRIEZE BD. W/ BED MOULDING Ln TYP. EXTERIOR WALL - t GREAT ROOM _ N 2x6 EXT. STUDS O 16'.O.G./. co ' E - - . 6' R21 F.G. INSUL./ GARAG 1/2' PLYWOOD SHEATHING/ - 6 TYVEK WRAP/W.G. 514INGLES. _ 3/4' T#G SUBFLOOR - NAILED t LUED TO JOIS� r R38 INSU - 2xIOa B 16' O.C. R38 F.G. INSUL. - - - •,3,2x10 GIRT 3"I/2' LALLY COLUMN--) - N ' TYP. FOUNDATION WALL w O • - P.T. SILL ANCHORED 52' O.C. BASEMENT V Q .8'x7'-9' CONCRETE _ - w Q _ DAMP PROOF BELOW GRADE - w ' .. • 10'x2O' CONTINUOUS FOOTING '3 1/2' CONCRETE SLAB Q 6 MIL.VAPOR BARRIER NOTE: } W 5/51 ANCHOR BOLTS _ Z O EMBEDDED 7 _ SPACED 32" O.G. 36" w N V 12" FROM CORNERS . r o 0 LU WASHERS 3"x3"XI/4" 24'-0" 1 14'-0n _ n LU CROSS SECTION - +�- SCALE: 1/4" 1'-0" SHEET A5 JOB: 1701 DRAWN BY: KW 1 DATE: 1/30/17 EXTEND HDR TO CORNER _ 2x6 DEL. TOP PLATE n a , RAFTER @ 16 O.C. FULL HGT. STUDS 1701 JACK STUD = - - MEN NAIL TOP PLATE APPLY SIMPSON MSTA18 CONNECTOR ° o H2.5 0 EA. RAFTER � w TO BTM OF HDR op _ W/ 2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER O'3 O.C. TO EACH JACK STUD ._ o° STRUCTURAL PANEL - - ° f ` NAILED 8d COMMON HEADER CONTINUOUS HEADER °c _ TOP PLATE J a_ ® 3" O.G. EDGE AND FIELD -CORNER TO CORNER - • OVER MULTIPLE OPENINGS - DOOR TRIMMER STUDS RAFTER TO PLATE 'CONNECTION Z \ (�2) • SCALE: N.T.S. - - 2 5/5" ANCHOR BOLTS l w/ 3"x3" PLATE WASHERS " EACH NARROW WALL SECTION ✓L * `I� DOUBLE ROW STAGGER NAILING— INTO BOTH PLATES. - 2x6 DBL TOP PLATE , win . - VERTICALSTRUC _ - NAILED ORAL PANEL NAILED ed COMMON- es 3" O.C. EDGE NARROW4 WALL BRACING AT GARAGE DOO SHEAR WALL COMPLIANCE: AND 12" IN FIELD O SCALE: N.T.S.- - W- 30% OF EACH WALL RUN - VERTICAL SHEATHING WITH 8d NAILS 3° EDGE/12° FIELD (4)16d NAILS PER FT BOTTOM PLATE } ` _ L- 15% OF EACH WALL RUN VERTICAL SHEATHING WITH VERTICAL - DOUBLE ROW 8d NAILS 3° EDGE/12° FIELD STRUCTURAL PANELS STAGGER NAILIN - (4)16d NAILS PER FT BOTTOM PLATE RIM J015T AK ON SECOND FLOOR -INTO BOTH PLATES - 2x6 DEL TOP PLATE - - - SECOND FLOOR, w w �— RIM JOIST 0. w - VERTICAL - VERTICAL - STRUCTURAL PANEL - .STRUCTURAL PANEL NAILED 8d COMMON - - - ( NAILED 8d COMMON _ _ Lu _r - 0 3" O.C. EDGE _ t ® 3" O.C. EDGE AND 12" IN FIELD - AND 12" IN FIELD F 4 O — i. {A O C, IBM— DOUBLE ROW DOUBLE ROW TT' w ,n STAGGER NAILING .j" STAGGER NAILIN Et O VI - INTO BOX AND SILL �"`-' - INTO BOX AND SILL i` - II II II GQ'9> SHEET - \I II I\ I II I OFULL HEIGHT SHEATHING -SINGLE FLOOR ®FULL HEIGHT SHEATHING -MULTI FLOOR SCALE: N.T.S. SCALE: N.TtS. DRAWN BY: KW DATE: I/30/17 ®f GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. • 9 \ S \ \ �e�, 4. COMMUNITY PANEL NUMBER: 250001 0539 J THE FLOOD INSURANCE ` IN \\\ FRATE LOODING DEFINES THIS AREA AS ZONE X, AREA OF MINIMAL �'' • 1 Or�� S\ 5. ENVIRONMENTAL NOTES: / \ SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE ?• WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS S 63.0 PROTECTION ACT REGULATIONS (310 CMR 10)." \ \\ \ SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER \ 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES � UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, 00 \\ S��' \ REGULATIONS (321 CMR 10) 84 IS WITHIN A STATE APPROVED ZONE It GROUND WATER c z RECHARGE PROTECTION AREA ` \ SITE c 63.54 S\ \\ � 3 4. \ CONSTRUCTION NOTES: 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE �c�\\ S64.56 'e3s, SUBDMSION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED \ •d \ \ 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM Is, \ ss?�o THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 4., \ '� ? DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. \ 3. SEWER BUILDING CONNECTIONS: Is, \\ ` - SET C EANOUTS SHALL- MIN. COVER BE 3 FT. D MAINTAIN CLEARANCE FROM OTHER UTILITIES 6&5 6488 S NV .5� AS REQUIRED BY BARNSTABLE DPW. 63.3 i x / \\ S 8? \ MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1%. 6310 ' , \ems, \ 11 s •f 1 r 61.90x o•S� ` �`S�TOP \\ S\p 3.3 ?A ° COtult Meadows,Subdivision 65 1.5 65.30�` Cotult-Barnstable, Massachusetts LOT 1 ��'��` \ \ x �, ° / p ��V , \ PREPARED FOR 1.90 19 61 �O ��-� / s INv K \ �J C \ s COTUIT EQUITABLE H (MIN.) \ \ Q OUSIHG, LLC P�� ��ti° / A -58.70 x C \� P. O. BOX 95 60.0 ��� ? ,,O Q4 �` V ypAo� ��• / �� s5.25 \ c 5 C@At@I'l/�fl@ D'1Z ,LOT 120 /Y�, s,0 da SMH 1 x ,� 9A62f S.F. Ne& a°" v� 5 \� c \I SVs. U nnE 1.75 1.9 0.22* ACRES r�� 6 .0 ,�5.50 c S Site PI �o / �. x 65.50 \ e an `�2°• s 6& h� cP Lot 120 39 Dovetail Lane PRO (1) 6 DIX x ��\ x o ,moo °�' r 65.50x 6 DEEP CHING Od, gar ,•' r BASIN W/ 1 TONE .1 x , .64 ,�. BAXTER NYE ENGINEERING & SURVEYIlN SURROUNDING ( 60.0 \ �� , r 6&5 3.5 �o x 65.77ALTERNATE x EQUIVALENT VOLUME GETATED 12- 1p. Q x x OF 289 RAIN SF� `. 3.0 Registered Professional GARD r i'`�ZN�FMgs CONNECT ALL ROOF �•9\�- �,� r ��,of ass Engineers and Land Surveyors �� S90 C.F. S GE) / LEACHDOVMING T TOP-61.0 ti /'I'F�1 x� v� ` 65.0 2���SHANE 9`y�N 78 North Street,3rd Floor,Hyannis,MA 02601 r STEOHE�� BOTTOM-Bo.o ss r �� M Phone-(508) 771-7502 Fax-(508)771-7622 MATSON N OPEN ACE e'� °?• ;e'4- ,�P , o MALLON v 6 No.48687 v p No.46345 0 GETATED 12' 1.6 ' �' 1 �O r ��j Q'9op S�p`'PQ °rF�c S T RAIN �S o 20 0 20 40 GAR (125 \����� LOT 121 �'�"n su��� C.F. P 61.5 ) �, 64 SCALE IN FEET BOTTOM=60.5 x � 7 61.0 SCALE: 1" = 20' DATE: 02-02-17 a REV. DATE: REMARKS OT420 DRAWING NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw _ 2005-214