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HomeMy WebLinkAbout0026 DOVETAIL LANE -- - -- - --- --—-- - - - - Lam' /// O�a -- D-� � --' ��� i I�� �`1 °F7 Home Energy Rating Certificate. Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 26 Dovetail Lane Rating Date: 06/30/2017 Rating Number: 28967 Cotuit, MA 02635 Registry ID: 212400460 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 65 Heating 47.6 $719 38% General information Cooling 1.8 $96 5% Conditioned Area 1807 sq. ft. House Type Single-family detached Hot Water 10.5 $133 7% Conditioned Volume 17579 cubic ft. Foundation Unconditioned basement Lights/Appliances 19.4 $920 49% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 79.3 $1868 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 14.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 52.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 82 cfm, 23.0 watts. 2012 International Energy Conservation C09ff� Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features T® � 0 4) Ceiling Flat R-40.1 Slab None �OP Sealed Attic NA Exposed Floor R-30.0 bash Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 776 Clg: 776 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) 0 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher(kWh/yr) 259 Ceiling Fan (cfm/Watt) 70.4o Certified Energy Rater: 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 i MAP ;INSTALLED Uiln':%C,agU:DUCrs PC BOX 1309 SAGAf IOP.E BEACH, M; C 25E2 I INSIJ ;iE0N CE;g71r1G TIOtV - PEi i,_r CC 363.:a..7. Exterior w all5: Type:_Fid �lJ13S V 2-1• Ex�eriot•iva,l 1Ottlet��?�AlvO �/ST v _ Tvoe;,(f--c Interior Walls./c-t3ir.�•.,eli: _ Type: -- - ,.�ranufai,tcer; i R-Value; Basement C il;iig: Type 6 Flat eili*=65; Types Malnrfacturer: { -- - R VaJUe• Sloped Ceilings; r l TyPe- B'.GW\!INIf�iSU`e�.T _O SEj Exterior walls: TYPE: SettIed l;;^.iCiC'1e3,5 — - irstcflcSJ th"Ckiless: Settled R valu�:� �— CoV raUe'-^:rca: — �.�In, a. e.d density: - - 1'vtin-,ber of -- Pla{:Carlma�;. I TV�e dTyjeyla C Se t;ted l ltickn�ss: �jo ------� _ Ir tal!eG tn�cl;nC,5 — ----_ ., ,Set.led R va, ii J� Coy-erase urea: Sled erinp,S_ { TtiPe. !ntafrcirror:���-�,2S�E5`,i�.� r Semde d Tn! ! te55' � -- Ihst led tn!Ckness: • S!:�tlr� u,V 11P: �� Co,VCr�g < /.��j — r',,stJ e,d deny!ty;_ Fo :•L,AP Installed;g`t!Iping°Pr - _ al, I a - 301 � Bowers, Edwin From: Paul Rhude'5prhude@cotuitfire.org> Sent: Friday,June 30,2017 9:25 AM To Bowers, Edwin Subject: 26 Dovetail Lane Cotuit 1 t Hi Ed, 26 Dovetail lane passed fire inspection for new construction today. Site permit signed. Thanks, Paul Paul Rhude,Chief Cotuit Fire 64 High St. Po Box 1632 Cotuit, MA 02635 (508)428-2210 Office (508)274-6086 Cell 4 w\ ► _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION j2-- Map 1� Parcel_002. 111 pp A lication # Health Division � � Date Issued, Conservation Division ���� ��o�� ,,Application Fee I I Planning Dept. ®�C'� ¢����� Permit Fee Date Definitive Plan Approved by Planning Board ad�� Historic - OKH _ Preservation/ Hyannis Project Street Address t Village ! Owner QU Address TQ sox C�ftk6l t Telephone —10 ig 0 Permit Request © U y✓1 ak Square feet: 1 st floor: existing proposed 7�O2nd floor: existing(proposed Total new 17?'0 Zoning District F" Flood Plain Groundwater Overlay Project Valuation Construction Type Wmd Lot Size 11 71A') Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Al Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes &-No On Old King's Highway: ❑Yes No Basement Type: .6 Full ' ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) /7?6 Number of Baths: Full: existing_ new Half: existing new _ Number of Bedrooms: 0 existing 3 new Total Room Count (not including baths): existing T new First Floor Room Count Heat Type and Fuel: 4,Gas ❑ Oil ❑ Electric ❑ Other Central Air: J4 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: Zug z� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes / II(No If ryes, site plan review# Current Use Proposed Use ( l APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name &OV\ Telephone Number Address (Po e�n� (I10 t t 1� License Home Improvement Contractor# Email Ow) Worker's Compensation # v ALL CONSTRUCTION BRIS RESULT FROM THIS PROJECT WILL BE TAKEN TO 11�SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION QfZ Cke�' ` ^� FRAME INSULATION � � �5-3-1�G FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Projected Rating Certified Energy Rater: Chris Mazzola 26 Dovetail Lane Lot 111 Rating Date: 12/06/2016 Rating Number: Cotuit, MA 02635 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost HERS Index' 63 Use MMBtu Cost Percent • Heating 25.3 $628 31% General Information Cooling 8.3 $154 8% Conditioned Area 1807 sq. ft. House Type Single-family detached Hot Water 6.8 $213 10% Conditioned Volume 17579 cubic ft. Foundation Unconditioned basement Lights/Appliances 19.2 $1035 51% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 59.5 $2029 ioo°i° Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 72.00 CFM25. 2012 International Energy Conservation Code. Ventilation System Exhaust Only: 48 cfm, 14.5 watts. Programmable Thermostat Heat=No; Cool=No Building Shell Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-33.9 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Foundation Walls R-0.0 Method Blower door test Energy Raters of Massachusetts Lights and Appliance Features 180 State Rd Suite 2 Upper 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) 691 Clothes Dryer EF 3.01 info@energycodehelp.com Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate - Residential Energy Analysis and Rating Software v14.6.4 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 DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust)............................................:..................... .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................8<- 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft s 33' Q Building Width,W...............................................................(Fig 3).................................................. 52 ft <-80' Q Building Length, L ..............................................................(Fig 3)...................................................74 ft 5 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................1.5 <-3:1 Q Nominal Height of Tallest O enin 2 ...:......................................(Fig 4 < 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry .................................................................... ................................................................ N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)................................................... 32 in. Q 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. >_ 15" 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).................................................._ft:5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_d N/A 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 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <-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........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................... Splice Connection(no. of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)........................ ...................................2 Q Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in. <_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. <_11' Q Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in. <_ 12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft—in. <_12" N/A Full Height Studs(no. of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"s 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)(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 Opening2.....................................................................6'-8"<_6'8" Q SheathingType..........................................:...(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ........ Q........................................................ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf [� 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) ............ 0 Roof Sheathing Thickness........................................... ...............................................5/8 in. >7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...........................................................8d Q DELUXE VILLAGER MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure.18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 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 -WEN THIS EDGE REM ON FRAMING USE&J NAtS A76'b.c. ------------- 11 11 11 11 If 1 !I 11 11 1 it 11 11 11 11 11 11 If 11 11 11 11 ' 1 11 11 t 11 11 N 1 11 11,F 1 II � 11 it 4 1 Il Q !1 it 10 1 I1 YS 11 11 1 z 1.112 1 2. 1 al. 1/ � �f1 1 11 1 11 11 11 � li 11 Se t ! 11 1 1 d IJ 1.1 II 11 II i II .a 11 i1 Wa. 1 Ii I1 f1 ;s 1 la f 11 to 11 • II TI NAILSPACING — � t PANKI d L See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: I10 mph.Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' a r r r r � u m + r FRAMING MEMBER$ EDGE.RdT i r ERMEMM i --------- T Vt-- —9 STAGGERED NAIL PATTERN PANEL PANEL EDGE DOOM E NAIL EDGE SPAMG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment b srner Thom as Fe Geller, 9 Director . g�`�FFD hiF*�&fig Buildi.cr Division Tom Perry, Building Commissioner 200 Main Si'reet, Hy :is,MA 02601 I town.b arnstabM..ma•us Ofsce: 508-862-403 Fax: 508--790-6230 PxopeAy O ne' r Must CoMplote a:nd Sign This Section If Using ABuil&r //0 d "is Ovmer of thej subject ro e 9 p P riY herby aLt4cl-ze- 01 l� ,6u l (� _: to act on my behalf, in all matters relative to.work autharized by this bi ild ng permit apAcafiion for (Ad. --ss of Job) Ll12 L Signa' e f Date Print Nine Q;FOR I)�S:O'V�rn?EBpbRA4IS SIOII Departarexzl ofIndus"Wal Accidents 600 Mashing om Street A w f"aslaf;HA 02111 (f w�'I'e pL zass8oYlG.la Workers Compensat e.Insurance Affldaidto AppNeant 6 ation P'leasze FARt Lem-b�jy Name [Business/Org=a'aon/L.dividual): CityIState1Zip:69W11,,!W 'S Phonc#Z Are you as emplaye,r?Cheek the'appraprlate-12o�. Type of project(required): 1.❑ I as.°a employer with 4. [ I am a.general contractor snd I 6. ivNew coast ur-ion employees (full ancVorpart ti have hired.the,sub-contractors 2.❑ I are.a sdle proprietor or partner_ listed on the attachedet.she t 7. ❑Remodeling ship and have to employees These sub-coutracEors have & [-j Demolition. ��To1-j9 g for me in any capacity. workers' comp,insurance. g. ❑Building addition [go workers' comp.insurance 5. ❑ We area corporation and its required.] ofncers have exercised their 10.❑Elect Teal repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plmnbing repairs or additions Myself[!do waf-keIS' comp. c. 152,§1(4),and we have no 12:0 Roof repairs insurance rewired.]i employees.-[No workers' comp.i=. *2ncezegrsired.] 13.❑ Other Any applicant that checks boX#1 mnst alsq M out the section below showing their worke&compensation pohoyM,*M,=ation: i r-iomeowners who•submit this affidavit indicating they are doing all work and Cheri hire outside contractors must submit a new affidavit indicating such, tContractoas drat check this box mist attached an additional'sheet showing the name of the sub-eonhabtors andtheir workers'comp.policy ifonmetion. arz ens kyer tli€rt iixsrer aFyee for Fey ern rloyees Belav is tIFe.I a ey a�,rJjob si c LFZ�Clf F1��iEfJI�. � - Insurance Company Name: C/I����� Policy#or S elf-ins.Lic.#:_ Expiration Date: 1 Z/ /.t lit, Job Sito ddiess: ✓ l! W'l City/Sfdte/Zip: Iul Affaeh a copy of the workers' c€rapensa-d.an pe,hudy dedarattQn page(ADT— g the pe. cy nurser and expkaft.a;n date). Fai.Iuie to secure coverage as requ red under Section 25A of h2GL c. 152 can lead to the iinposi"a'on:of crnninal penalties of a - ncup to$1,500.00 and/or one-year inprisomnfmt as well as civl penalties in t1e,fonn of a STOP WORK ORDER and a:ine ofirpto$250,0Da day.against he-ijo tor. 3Padvizedthata copy of this stat=tnt maybe forRTardedto-theOfffceof Invostagataons,of tb.e 33IA for insurance coyexage vexi-�cation. - .T do,hereby�ex�fy ...-der the Pains andT,errgRies ofFgYwYy Asat the zrr�a,°rraaiicrra pr°Q��iae�'above ls I°ze mid ca,ree Date- �2 q If l e art•. -Do not-write tin EPA{:s Ereq,to be eo,wpleted dry city or r=wvl--G o i'dr. T��r�av��: P'errr�:�JLice>Yse Y , Is,suing AuthGrity (cis:Cie ane.): I-Raard of Health 2.Puiiding Dep.artraent 3. Cftylla own-Clerk 4. S. C.Other a17taea Pers'an: Phmae t: 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 1 Massachusetts Department of Public Safety S Board of Building Regulations and Standards License: CS-005645 Construction Supervisor BRIAN T DACEY PO BOX 96 CENTERVILLE MA 02612 f j p'�JZU VA Expiration: Commissioner 0411912018 j Construction Supervisor 1 Restricted to: f, Unrestricted-Buildings of any use group which contain I, less than 35,000 cubic feet(991 cubic meters)of enclosed space. _ r r a u �J Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: VVM.MASS.GOV/DPS J. 1 V TempParcelEdit Page 1 of 1 t w r � 1 .� ✓ �; � `�.� 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: 002 002 111 } Street Number: 26 Unit: Dev Lot: LOT 111 Road Name: DOVETAIL LANE T/R: ` Sec. Road: T/R: L Villlage: 07 -Cotuit Part of M/P: MAP 002 PCL 002 ........_._ r. ....................�.... ..._._W. ._. .. . ._...... _._ .el Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update Qelete �f�dP;nather v htt-D://issal2/Intranet/ProDdata/TemDParcelEdit.asi)x?ID=Add 1/16/2008 . 1k IC9�E DETECTORS REVIEWED BARNSTABLE BUILDING DEPT. DATE N FIRE DEPARTMENT DATE d N O . P)OiH SIGNATURES ARE REQUIRED FOR PERMITTING z, 4 N �1. Lj p ------------------ ._j.1 In OD z ; OD W O Ni ALo Z JwLL ui o Im-LL-L-L < 0 FMFul � L ® o w � _ . p ® ® Ago =JL1 U) WX � �~ a z 'Q co = ® m m n. FRONT ELEVATION SOALE: 1/4"=1'-O" - k � v 0 �o��` 12 7- 1641, o la z O lu w Q Li on, SHEET REAR ELEVATION A 1 SCALE: 1/4"=1',-O.. JOB: 1625 DRAWN BY: KW DATE: 11/25/16 N (Y) U `° N O r t� uj p V j h 2 00 A IL— Y' J wLL 4 0 Lil ® � w � L L 'on o � co R�T � W � mW � Qz m � LEFT ELEVATION SGALE:1/4"=V-O" J 12 ) a L O z WLU Q O ° D LU to ® +H dHH Q kILT SHEET RIGHT ELEVATION A2 -0" JOB: 1625 DRAWN BY: KW DATE: 11/25/16 TWT2425 4'_4" _. 14'_4" A142 30 1/a"x 29"Va" -14' 2,4' 4'-6" 4'-6" TW 24410-3 12' 12 a9 5/5"x60 T/8" (5) 1 7/5" L HDR _ N B v M - 51 v l 4 N m S v (V ry 12,G ILING Try 24410-2 0 59 T/8x60 V8 ® ® 59"f/a"x60 1/5" A ��I L 12x16 AZEK SUN N BASE GA5S/1;lE5K DECK ROOM I' v " O p p o R p OFFICE VAULTED CEILING LITE• ZOD 9'-6"o FLAT Z �_ 30 5p (r DN. r �~ YW 0 F F Q L - - - - - f 15-LI _ N WALL GABS , 26 IFRENG FIXED ~ y� �? �Q] 15-CITE .:.:..:: - FIXED. (5)Il"1/ 'LVL HDR 2 �y U ❑. BUILT AB5 W/ O a _ a -W 0 r FIRE ry 5HELVES ABOVE `x RATED M W.LG. r 24 I- - - - - - - - - - - - - - - I W Q CARPET BEDROOM #1 DINING OAK /� N VAULTED CEILING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OAK/4` 1 _ _ W V , 10'-6"a FLAT - (I) n 12'-0"GATHEDRAL CEILING ~/ GARAGE TW 24410 00 Ld Ein ❑ N GREAT ROOM ` CONRETE SLAB ry ~� 0 t- N OAK PITCH TOWARD DOOR5 30 1/a"x60"1/8" /V(♦) �,. 0 - CUSTOM - W TILE - - - - _ - - - m w TW 2442 BATH #1 a6 'Q Q 1/ "x53" nLE 10'-4" �3'-8" IL&A 4'-11 3/4" 11'-4"8'-3 3/4' > �; Ir 26ABOVE -l/n�J ___ ____-(2)14"LVL BEAM ABOVE FL � D. 26 SEE NARROW WALL - - - �, DETAIL - ry C 12 5 RAISED CE 11 ILING 26 ill CL. m - TRANSOM ABOVE TRANSOM ABOVE 10'-6" T-0"x9'-0"O.H.DOOR l'-0"x9'-0"O.H.DOOR 24 5/a'k24 s/a" BATH Jr, �— TILE 26 `� p 6 FLAT CEILING CONCRETE APRON - HALL s— a KITCHEN m LINEN OAK FOYER OAK G 2 5 OAK GIL _ 0 45 i 2"x41 3/8" O 6 2- � m O GL - 1"- ILC.OGK 1" I UJ O 6-5 1/4" 3'-11 1/2" 3'- 11-4 1/ f 4'-11 3/4" I 11'-4" z TW L 24410 14'-3 3/4" _ 3r. LITE Z ' SO 1/8"x60 T/8" ry O 10'-6"CAYHEDRAL GbLING BEDROOM #2 TV BEDROOM lit1 OAK OAK ry MAHAGONY z � PORGH " 0 Q O Lu v W ry 'ry (3)11 l/8"WL HDR rtl � O I m m d� J 5-10" 5'-2" 2'-3" W 1'-6" 9' 2'-3" SHEET 14' 12' 16' 24' A,5 . -14' FIRST FLOOR PLAN 1625 _ - 5GALE:1/4"=1'-0" _ DRAWN BY: KW DATE: 11/25/16 ) . ,4 I 24' 20 —16' —, - 12' 12' _______--\ - - - - - �. IN I � N . 2-2x10 GIRDER .: - TW 3016 3_g m 0 6x6 P.T.P05T 36 1/8"x 18 T/8" - J L II�� II GALV.METAL POST ANCHOR �+ .. .. - t 10""50NO TUBE"PIER W/ 2x10'S I ~~ F• Lo ry - _ _ _ _ 26'"BIG FOOT'FOOTING T(P. J O _ \ ` I _ O 20'-2" J In I : L - - - - - - - - F - - - - - - - - - - - PECK ® I FIRE r BY OWNER RATED I g 1 I I I I I I I - - - - - - - - - - -� �y I 2- I f I 1 I I Li I 11 1 1 1 1 1 1 I 1 N O I UP DROP WALL UNDER W V)'^ - _ L _ _ - - - - - _ - J DROP WALL AT STAIRS _J J _ _ _ _ I p I W u..� r - -J - - - - - - - - - - - - - - - - - - - - - - - - - T I BM PKT BM PKT BM PKT 8"x T'-q"GONG.WALL I I I 8"X T-q"GONG.WALL I : I 16"X70"GONTINUOU5 FOOTING TYP. I N 0 - 16"x10"CONTINUOU5 FOOTING TYP. - I im YX. - I . I W o 7 14' "r - 14' ry I L 2xlo'S I I 16"x10'•GONTINUOUS FOOTNG TYP (. : A� n r I_, i I I I I l >, � -1--II L_ J I I, GARAGE wow ^� 0 ry 4"CONRETE 5LAI3 1 LL! O . PITCH TOWARD DOOR5- I I U) W In I L - I 2x10.5 ` - 2xio'S ` 2-6" 2x10'5 ` I 1 I C ®16"O.G, C ®16"O.G. I NOTE: I O f 7 5/5"ANGHOR BOLT5 I M Y 1 R I r I EMBEDDED-7" I Fib C� I 5PAGED 52"O.G. I FROM m I I I KT r 1 r -J m r J 1A5HER5 3`Ax3"xV45 BM P I DROP WALL UNDER W I L_ _ _ _ - - I � 1 I ® f I .9 I I SLAB®DOORS TfP. I I L- J I .. ;p 1 1 1 SEE NARROW WALL 1 . _ I DETAIL 1 1 j ?: I L- - - - - - - - - - - - - - - - - - - - - - - - - - - . ` a/. FURNACE J S - I - - - - - - - - - - - - - - - - - - - - - - - - - - I I i 1 I -�1 1 M f L I I I " FULL BASEMENT _ r 3 1/2"GONGRETE 5LAB VAPOR RETARDER _ Lu - -� 1 BM PKT. ® rn 3016 I . I I �— - - - - - - - - w I 36 va"x to T/6" O Q 3-2x10 GIRDER 1 r- -.- - - - - - _ - - _ - - - J _ U f� ' - 3 1/2"DIA.STEEL COLUMN O Q/ Z . 30"x30"x12"CONCRETE PAD TYP. tt1 _ O . .0 8.•x T'_9"GONG.WALL .0 1 0 V 1 N O �D 16"X10"CONTINUOUS FOOTING TYP. BEAM POCKET \ ®� W L - - - - - - - - - - - - - - - _____-_____>_ ___-____-__ ------ _ P . - 1 - _ 4x4 P.T.POST - Q I - - - - - I GAL/.METAL POST ANCHOR O (V (V L 10""SONO TUBE"PIER W/ _ 28""BIG FOOT"FOOTING TYP. tl 1' 11_6" 2' SHEET 14' 12' 16 24' A4 . ' FOUNDATION FLAN JOB: 1625 5-ALE:1/4"=P-O" - _ DRAWN 61: KW DATE: 11/25/16 r � I - N ' r4 V 'N O ' r� Ld O V+ _J h ^^� W `� 1..1 32' F le" 16 WZ - - RIDGE VENT w R 2x12 RIDGE BOAD U LL Li o / 4 0 A5PHALT 5HINGLE5 _ 17 5/8"GDX PLYWOOD i*r cr A— - ,�-'`py c RIGID WIND W45H BARRIER REQUIRED l - AT EXTERIOR EDGE OF EXTERIOR YVALL - O _ B12 TOP PLATE 12 `_ N Lo 8 �(/(`� w R55 F.G.IN5UL. O- `�+7 51MP5ON H2.5 •�' Os �, p G FASTENERS AT ALL ix(,®16"O.G_. . 12 _ �b RAFTER/TOP PLATE ,ph oc O 4 p ly a - JUNGT10N5 7YP. �- m IL 2�1 2x65®16"O.G. BEAM im m 2x8'S®16"O.G. (3)2x1015 a KITCHEN i GREAT OOM 1x3 5TRAPPING II 1x6 T81,BEAD BD. 1--P05T IN WALL ry (5)2x12 HDR. 5x8 F.G.GYP.BD. - BETWEEN GARAGE 6 LIVING 10"COLUMN - �_ O BEYOND _ . BLOCKING 4'-0"O.G. AREA - ry IN FIRST TWO JO15T AND RAFTER GARAGE - BAYS FROM GABLE WALL I TIO 5/4"PLYWOOD 2x6'5®ib"O.G. © 2x10'5®16"O.G.W/ ' U- R21 F.G.INSUL. 1 SOLID BLOCKING _ 1/2"GDX 5HEAT'HING - 'I I R30 F.G.INSUL. TYVEK/W.G.5HINGLE5 I - DECK _ 4"GONGRETE 5LAB I BENCH NOT SHOWN \ N- PITCH TOWARD DOOR5 F.T.2XV9®16"O.G. J I r ll 11 F.T.2x10®16"O.G. .i, (3)2x10 GIRDER TYP. - 2-2x8 GIRDER "r 4 P.T.P05T - -3 1/2"5TEEL COL. )L. ALV.METAL POST ANGHOK -} i - 3O"x30"x12"FOOTING 10""50NO TUBE"PIER YV I - ku 26""BIG FOOT"FOOTING TYP. '` O 10"'S0N0 TUBE"FIE 24' W/ - � Q 26""BIG FOOT"FOC TING w TYP. ;. 3 1/2"GONG,SLAB - Z . _ JLU — _ O O lu L LU � J SECTION "A" SECTION "B" 5GALE: 1/4"=1'-0" 5GALE: 1/4"=1'-0" 5HEET JOB: 1625 . _ DRAWN BY: KW DATE: 11/25/16 r � 20 16 14 N Oil % _ m rr ��• V p V) n P.1 2x1(5®1 "O.G 0 V J n O 14' 14' 13-8' - - A W V) • F�� W LLfo ` A a o _ r W cr in OD GARAGE 0 Lo N III ,.r I m /yWM� W 'W d /y� Z W O A co m a.I m I O O ry 1j) ll.l O z Q UJ - F I CL m V UA LU • Q O � • -1 SHEET 52 FIRST'FLOOR FRAMING PLAN - JOB: - 1625 5--ALE: 1/4"=1'=O" DRAWN BY: Kw DATE: 11/25/16 l 14, (5)11 1/5"LVL HDR - V IN N z OLO w O n OD W 0 LO (5)11 7/5" VL HDR 'Z - - - W ' ~� ULL M�M LL o W Q^^ O ../ RA R5 2X10 @ 16 0. P. cr — - U) rs 2x12 RIDGE I 12 D6E ry � 0' . W C3 z m = m a 2X12 RIDGE - I , BEARING WALL - C W p LLI J z QLU X "BUILD OVER" VALLEY —� - q - W w v w "BUILD OVER VALLEY" - - Q O 12 a 26 SHEET ROOF FRAMING PLAN JOB: 1625 - DRAWN BY: KW DATE: 11/25/-ib , EXTEND HDR TO CORNER 2x6 DEL TOP PLATE - RAFTER o 16"O.G. ^, N FULL HET.STUDS " JACK STUD U N NAIL TOP PLATE TO BTM OF HDR, APPLY51MPSON MSTA18 CONNECTOR °oH2.5 EA.RAFTER NYa/2 RCY`5 OF 16d NAILS ON THE INSIDE FACE OF HEADER Ln a "O.G. TO EACH JACK STUD ° go °B ^STRUCTURAL PANEL HEADER °B TOP PLATE Y��IIyy� w 9 NAILED 8d COMMON CONTINUOUS HEADER - B° ■, ®.3"O.G.EDGE AND FIELD CORNER TO CORNER - v J ]\ OVER MULTIPLE OPENIN6_5 -20 rl F/I X OD O DOOR TRIMMER STUDS W 25 Ln SHEAR WALL COMPLIANCE: RAFTER TO PLATE CONNECTION J U 1. W= 30°/D OF EACH W O SCALE:N.T.5.ALL RUN Y• 2-5/5"ANCHOR BOLTS I VERTICAL SHEATHING WITH - w/3"x3"FLATE YVA.5HER5 I - EACH NARROW WALL SECTION I Sd NAILS 5"EDGE/12"FIELD Y Q O (4)16 W d NAILS PER FT BOTTOM PLATE L= 15%OF EACH WALL RUN i�i D '7 20%HDR>6-5" 1.���1 cr VERTICAL SHEATHING W nITH V) N 8d NAILS 5"EDGE/12"FIELD (4)16d NAILS PER FT BOTTOM PLATE r��y O V.♦y W � Q Z MM m W mIL NARROW WALL BRAGING AT GARAGE DOOR SCALE:N.T.S. / JOINT DESCRIPTION c"I'oM�HEON�N.A MIMBER of NNL SPADING DOUBLE ROW ILB Box Naffs .. . - STAGGER NAILING INTO BOTH PLATES - - - ROOF FRAMING 2x6 DEL TOP PLATE BLLKKPIG To RAFTER(roF NaLmi i-ba �-1oG EACH ENv _ RW BOAR°TO RAFTEFL(EIJD NWLEDI }i6G FKH FND • WALL FRAMING _ - + TGP PLATES AT INTERSEGT10N5(FADE NNLED) 4-tbG 5-tbG AT JOINTS STUD i0 STVD(FACE NAILED) 4-1Ed 2-16d 34"O.G. 1 - HEADER TO HEADER(POLE Na1FD1 16G 16G 'O.G.ALONG � J ' EDGE$ FLOOR FRAMING JI '` O X .nsr ro sIu-,TGP PLATE aR GIRDER(TOE Nalco) a-6G a-1oG PER Jost zz BLOLKMG TO J05T(TOE NNLFD/ ]-bG 3-lOG � EADH END 1--1 VERTICAL BLOCKING TO SILL LR TOP PLA'f£ffOE NAILED) }tfd 416E EACH Bl2KK wtu QSTRUCTURAL PANEL - LEDGER sTwP To BEAR oR GIRDER(FALE NAILm1 s-16e 416a FUH JOBT Z Q NAILED 5d COMMON J05i ON LEDGER TO BEAM(TOE NAILED) }BG }tOd PER J05T O a 3"O.G.EDGE BAND JDIsr ro JOIST(E`D NAILED) s-16G a-ibG PER Josr H —� AND 12"IN FIELD BAND JOIST TO-OR TOP PLATE(TOE NAILED) - 31Cd PE.R FOOT O 1W 1 1 X ROOF SHEATHING III���LLL/// III�LLL`/ ' WOOD STRWNRAI_PANEL5 O O O RAFTERS GR TRUSSES SPACED UP TO 1,O.G. Lu BG 100 b'EDGE/b'FIELD \11 RAFTERS OR TRUSSES SPACED O/ER 16'O D. � 10a 4'EDGE/b'FIELD `1 �vv GABLE ENDWALL RAKE OR RAKE TRU55 w/o GPBLE OJERNANG BG LOG b'EDGE/b'FIELD v (y GABLE ENDYNLL RAKE OR RAKE TRU55 w/STRLGNRAL BG LOG 6'EDGE/6'FIFLD S OIILLL�KEftS 111 G LE ENOWALL RAKE OR RAKE TRU55 v/LOCKOUT BLLGKS BO LOG 4'EDGE/4'FIELD (W� DOUBLE ROW \N_ CEILING SHEATHING STAGGER NAILING I 6—.WALLBOARD sa cooLERs - r EOGE/t0 FIELD INTO BOX AND SILL WALL SHEATHING I I I rIDOD sTRu°iImAL PANELS - - snros sPADEv uP ro�a•o.c. 6G 1oe 6•EDGE/tz FIELD II • � K'aNO ��FIBERBOPAD PANEL$ BG - 3•ETXaFIb'FIELD - I �"GYPSUM IWLLBOARD SG COOLERS - T'ED'vE/10'Fl1D FLOOR 5HEATHING II \\ YVOOD STRUDNRAL PANELS \.`\ _ 'OR.LE55 ba a 6"EDGE/,FIELD SHEET `WI I` `� GREATER THAN r Ed 6•EDGE/6•FIELD 54 II II , - I FULL HEIGHT SHEATHING -SINGLE FLOOR JOB: 1625 SCALE:N.T.S. DRAWN BY: KW DATE: 11/25/16 [3 Foundation Certification in Barnstable, MA Pre ored For �26 DovetailloneNCotuit Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 002=111 Baxter Nye Engineering & Surveying 'Zone X (unshaded) ® FIRM Community Panel Number 0250001 -0539 J Effective Date July 16, 2014, Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inca ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 Barnstable Zoning Board of Appeals No. 2005-082 ®Deed Book 21059 Hyannis, MA 02601 Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ®.Deed Book 22249 Page'282 Scale : 1" = 20' 01-27-2017 Job.Number. 2005-214 Co , ' 0 z SAj. ti��c OpF OIL N.S,o ' � o � 2• F o f qsT� qaF , \`'� Q ooti �, A Fo SocFq�O I 00,I, yo e� /tiM" �4� �� 0021 oc N 002s9 RS � � o Q o,q 0. �oceGtio oq�q�oti 0+ 0 _ PARCEL 002-002-111 O' ij) . 01 11,740t S.F. p /60, moo' ^� r d0� •C�a�j , �SS��2 21' �• N/F-DANIEL G & HEATHER VINCENT 0 DEED BK. 27322 PG. 23 PARCEL ID: 002-002-110 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS .IN MA COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF ti�NO� SSq BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg, 158) IS LOCATED IN RELATION TO y�``� SH oy � ANE' GN PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A o SPECIAL FLOOD HAZARD AREA. o MALLON m THIS N SNOT TO BE RECORDED NOR I IT TO BE USED TO ESTABLISH PROPERTY LINES. 0 No.488S7 / 9�FEss�o`�Q r �AryO sUFN o REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE \\ LOT 112 ' 1 LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 ti ' ' �° • /V \\ 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' LOT 112 ' .\ CF �� 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. ' 4. COMMUNITY PANEL NUMBER: 250001 0539 J THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X, AREA OF MINIMAL FLOODING. LOT 113 � T A�� IN� ��r 5. ENVIRONMENTAL NOTES: R46&0 \.,1' SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL 66. s ^0 9�68.0 - CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE • S•66 67.50 170 �S•� WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED � 68.0 •��' HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS FQfr \ PROTECTION ACT REGULATIONS (310 CUR 10)." \ 68.0 Co- "S' No �Ro, 68.0'_ -_ SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP ` \ - `--- MAP OCTOBER 1, 2006 CERTIFIED VERNAL POOLS. 57.0 - - __sa SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 (PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES / �s `b �' \ UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, \ ° ! REGULATIONS (321 CMR10) o SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER 65. 68. \'xo. s INv. ��' cqR 68.p i \� aP (MIN.) q RECHARGE PROTECTION AREA N -58.93 +s$� 1 LOT 110 T D�i '�,,66.1 LOT 68.0� , , 4 ?s c R (12 �\1�t740f S. �� 0 60, ,�O �• X ` 0.fi7* ACRES s8.0 ' coNsn�ucnoN Noyes: 68. P (1) 6' DIA. x 6' D 01 ING BASIN W/ 1' STONE URROUNUNDING (OR ALTERNATE I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE �P S �►4, S Os � � �� ,,� 4 ��• \ �� �^�`/ EQUIVALENT VOLUME OF 289 CF) SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED G' � \ �' � � f 3 CONNECT ALL ROOF DOWNSPOUTS � \ ., c o � �— TO LEACHING BASIN 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE, AND UTIUTY NOTES ON SHEET C-5 FROM G \\ , THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, c `� \� \ CURB y �.° DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 1 T \\� ATOP , 3. SEWER BUILDING CONNECTIONS: . . S ? •� � - MIN. COVER SHALL BE 3 FT. G, Y=57.80 .,* - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES \ AS REQUIRED BY BARNSTABLE DPW. \ 0 - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1 X. GETATED 2' 64.39 \ AIN GA EN 25 4.1 C.F. ST TOTT 6 0 O ��S A M Cotuit Meadows subdivision Z � .S� S,r, \ s¢ Cotuit•Barnstabie, Massachusetts 6 COTUIT EQUITABLE HOUSINGy LLC �, \, s �'� P. 0. Box 9s '`.� Centerville, MA 0=12 y S Site Plan ASS~. 6 s ~'�� Lot 111 ~ 26 Dovetail Lane •� \ d'�� G, , BAXTER NYE ENGINEERING & SURVEYING Registered Professional J*1 OF �� �� s QQ\ \ Engineers and Land Surveyors z��� STEPHEN 9cyGn 78 North Street,3rd Floor,Hyannis,MA 02601 MA i D. SON ,� S �, \ Phone-(508) 771-7502 Fax (508)771-7622NO. CIVIL N . �� o NO.46345 20 0 20 40 NaL ?��' SCALE IN FEET 01 SCALE: 1 = 20 DATE. 12-28-16 S ? H � REV. DATE: REMARKS d i INV I 0 4. 2 Q) LOTal 11 w � o o S MwlNc Num8at 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 O O O 00 N U0 -0- 0 O c N 0 O O U