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HomeMy WebLinkAbout0098 PHEASANT HILL CIRCLE 71 C C5/C) TOWN OF BAANSTABL�BUILDING PEYM4IT.APPLICATION Y 4• �r ,y � I Map (�UZ Parcel ME. 010 �, � �� � .Application ,, �lJ �✓ E:_J!.EiiN�3 E� "T Health Division - `' Date Issued Conservation Division_ +�,PI''� �C 2 9 2016 Application Fee Planning Dept. T®V1rr'!OF G ;', �tfi; .�,`� Permit Fee '1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 2i &4=5CLLA14, 14, ( 1 rck Village Ol I Owner ;COUIAS4.. WOU'Sln Address /` irk 7� r ^-7e llle Telephone Permit Request S G �J2�'KX)v�l �-- X7A, rak� c►�►- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District AF1 Flood Plain —Groundwater Overlay Project Valuation wv Construction Type 0 Lot Size 1?=t Q'� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family JW Two Family ❑ Multi-Family (# units) Age of Existing Structure I XHistoric House: ❑Yes L1 No On Old King's Highway: ❑Yes. 6�No Basement Type: 0 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Z- Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: 4 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: ZyxIq Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Y s 4 No If es, site plan review # Current Use a�'a�`L Pro posed Use z7iD"�� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name St'letv,\ Telephone Number 771-/6410 Address . l). &X 15 . l 1te - WA License # T Home Improvement Contractor# Email a J%A - C M Worker's Compensation # 00.7WW(025 ALL CONSTRUCTION D BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO notAdwi ck �.� ►l I SIGNATURE DATE Z1 I I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP-/ PARCEL NO. ADDRESS VILLAGE y - OWNER DATE OF INSPECTION: FOUNDAv-lp. f I 'FRAME INSULATION tAREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 1 • ' 1 GAS: ROUGH FINAL FINAL BUILDING N DATE CLOSED OUT ASSOCIATION PLAN NO. Y r J Massachusetts Department of Public Safety Board of Building Regulations and Standards 1- License: CS-005645 ,� ;, Construction Supervisor :F 4'# t BRIAN T DACEY POBOX95 xw � CENTERVILLE MA 0263Z i Aj CA— Expiration: Commissioner 04/19/2018 1 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain !` less than 35,000 cubic feet(991 cubic meters)of enclosed space. y 1 A Failure to possess a current edition of the Massachusetts H State Building Code is cause for revocation of this license. �4 DPS Licensing information visit: WWW.MASS.GOV/DPS 1 Subcontractor'slnsurarice 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 Home Energy Rating - Certificate Property HERS Bayside Builders Rating Type: Projected Rating Certified Energy Rater: Bruce Torrey 98 Pheasant Hill Circle Rating Date: 12-19-2016 Rating Number: Cotuit, MA 02635 Registry ID: Projected Rating: Based on Plans Field Confirmation Required. Estimated Annual Energy cost Use MMBtu Cost Percent HERS Index: 61 Heating 22.6 $121 9% General Information cooling 7.7 $153 12% Conditioned Area 1736 sq. ft. House Type Single-family detached Hot Water 5.8 $19 1% Conditioned Volume 16892 cubic ft. Foundation Unconditioned basement Lights/Appliances 16.4 $971 75% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $37 3% Mechanical Systems Features Total 52.5 $1301 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Criteria Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following: _. Duct Leakage to Outside 68.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 80 cfm, 6.0 watts. 2012 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 - Vaulted Ceiling R-36.0 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)' DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph Q Wind Exposure Category.........._....................................................... .......................................................:.....B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 1 stories s 2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................8<_12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q BuildingWidth,W...............................................................(Fig 3).................................................. 52 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)...................................................74 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................1.5 <_3:1 Q Nominal Height of Tallest O enin 2 ..........................................(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 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 114" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).................................................._ft<_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)..........................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 s 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)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).........................................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. <_ 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"<_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. 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>68"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6'-8"<_68" 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).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing ... Table 11 .15% 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 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 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 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 l_ AWC Guide to Wood Construction in High Wind Areas: 110 mph,Wind Zone Massachusetts Checklist for Compliance (7ao cMR 5301.2.1.1)' -WHEN THIS EDGE REM ON FRAMING USE&J NA13 AT 510 v- �..f--__--T----- --- 11 11 1! 11 1! 1 !I 11 1 1.1 it 11 11 1 11 11 11 11 I r II 11 11 - 11 11 11 1 I 11 I 13 1 7 11 1 1 _d 1 ,C 11 li H 1 II � 11 1l,F 1 it m it II a 1 II C li ii 1Ej It tJ !1 IL 1 Z Il 11 Ir g 1 4L �1 u l i 13 1 1 1 1 11 � - 11 IfIL I Q II it W ! 1 1 11 H II 11 11 7 w r WUIBlEE;,r.E NAILSPACWG I i PANEt � j� 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 53O1.2.1.1)1 Q� I za ; m a FRMING MEMBER$ EDGEffaERMEDIAT£ i 11 z STAGGERED 3"MNJ KNL PATTERN PANEL PANWVL EDGE DOUBLE NAIL EDGE SPAUNG DUAL Detail Vertical and Horizontal Nailing For Panel Attachment Tovn- of Barnstable. , Regulatory Ser.Wees loss Thous Fe Geiler,Director Buzldilg Mylsion Tom Perry, Building ConuDissioner 200 Main Si'reet, Hyannis,Ivlk 02601 I �r�.for�n.barnstable.ma.us ' Office: 508-862-4038 Fax: 508-790-6230 Prop oA7 Ovvne'. Must Complete and Siorn This Section If Using A Bui d:er �L 0 — , as 07v>er of the subject property hereby autho 4ze 49>k e- to act on my behalf, in all matters relative to•work authori.zecl byt.U.Eu diug permit application for: , All ('tpa (Ad&-ess o-Job) signa' e f r Date LYE C Nnt Name Q;FORR%4S:01'rNFR.T'ERh!IS SA711 Aedeenfs- -pesagadans 600 TVas ingors Street w- {n a s /plMa Workers CompeRs ff ou lusurance Affidaidt. pHeant Womalfon Please hkt Lem ..Iv Nye (Business/OrgantiaLionadividual): � '' Phone Are you an e IrIoye ?check the apprapr z4te 'ape of project(requred): 1.❑ I amp a employ,- with 4. ffI am a general contractor and I 6, New constfuction employees (fill and/orpart- ine),� have lred the sub-contractors ❑ 2.❑ I am a sole proprietor or partaer- listed on the attached sheet.T 7. Remod diug ship and have no employees These sub-contractors have 8. F]Demolition -working for oat:in any capacity. workers' comp.insurance. .9. ❑Building addition [No v,Torkers' comp,insurance 5. ❑ Wa area corporation and its 10.❑Electdcal repairs or additions regtured.] ofncers have exercised weir 3.❑ I am a homeowner doing aTi wazk right of exemption per MGL 11.❑ Plumbing-, ep repairs or additions ;myself[No worltiers- comp. c. 152,§1(4);and we have no 12:❑RoofrTa'irs insurance required.]i employees.•fNo workers' comp.i-,=ancezeguired.] 13.❑ Other Amy applicant that checi;s boi#I must also fM our ae smSoa be-low showmgthrz workers'compensation policyin a,=atiov: t Homeovnters vi o,submit&s affidavit indicsi*g they.doing aH work and then hire outside contractors must submit anew affidavit iadicatiug such tContraetom ihat check f ais box must attached an additional'sheet showing the name of the sub-contractors and their workers'comp.policy irfometiom I am ara empkyar that is pro.-P 7w t-parkers-,eCcrzgensadon lissaY=e8for TAY errrgloyees. Bdmv is iha pvUcy axdjob site LF•Z�LFi�F1�G��lYF. ; . Insurance Company ��:�it>/ZVJ Policy#or Self--ins.Lic.#:_ 00 l (q-O CQZIS-- — Expiration Date: Job Sitenddress: 5Q �'TI�l 6rck City/state/zip: C-0/U [- M/4 d2�3 Attaela a copy of ewaskers' c€r pen.satia gcli r dEcla atlan Rage(sho gthep�ofl-ey number and expkatl ��e). Faih�D to securo coverage as required under Section 25A of MGL c. 152 can.lead to the in-position•of erhnin.alpmal-ties of a fin cup to$1,500.00 and/or one-year mprisonmen� as well as cm- it penalties in to four of a STOP WORK ORDER and a fine of tip to$250.0C a day,against the vdalator. RP ad- iced that-a copy of this stattm6nt may Tie forRvarded to the,Office of Inv estigations,oftheDIA.for i�ancecoveragevelffication. I do,lteref y C'EF t' z�x�eY rl�e narrzs r�rad�erv�i f:es o�`�er�`��y��s�t rsrte ir��aYrr�atierxa S-fMatixre: D ate: P'Iaaze„•. _ 11— /vqo Offic d ave antly. D47 not vr e IFb i s area.,to&e cmvplem-fk by cfty ftF<r ii,—n 9 �•C€d- City or Taw: Perm /Ucense Y 18"2a Authority ci cle tine): - I-ward c:fHealth 7'.Rmflaing I`repartrzie:-t 3. C yfre.\ia Ferly 4.Electr cal L:slIeCtOr S.P1ambing trap -.c. Ci,.Other an I'd I?`ersa' : Phone : Home Energy g Ratin Certificates -� �c l , Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew.Popielarski 98 Pheasant Hill Circle, Rating Date: 06/06/2017 Rating Number: 28959 Cotuit, MA 026351 Registry ID: 437310038 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 63 Heating 43.6 $668 38% General information Cooling 1.6 $85 5% Conditioned Area 1736 sq. ft. House Type Single-family detached Hot Water 10.0 $127 7% Conditioned Volume 16892 cubic ft. Foundation Unconditioned basement Lights/Appliances 17.1 $859 49% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 72.3 $1738 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 14.3 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 53.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 81 cfm, 23.0 watts. 2012 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-35.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 757 Clg: 757 CFM50 Foundation Walls R-0.0 Method Blower door test Rating Company Home Energy Raters LLC Lights 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 Natural gas 508-833-3100 Refrigerator (kWh/yr) 0 Clothes Dryer EF 2.67 www.energycodehelp.corr Dishwasher (kWh/yr) 260 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. MAP INSTALLED BUILDING PRODUCTS OF SAGAMORE CA ; PO BOX 1309 i SAGAMORE BEACH, MA. 02562 INSULATION CERTIFICATION-PER IECC 303.1.1 JOB SITE. T MI-. ) oZ(63') MA. BATT INSULATION: Exterior Ils: Type:10iL"ej Manufacturer: (�,e�lr> R-Value , Interior walls/ tarwelL Type: I �L Manufact urer: R-Value: Basement Ceilinlg: Type: Manufacturer: �(/ ( I D Flat Ceiling: Type: i Manufacturer: R-Value: Sloped Cei l ngs: Type: 'n(% , Manufacturer:- C(yl+ 4"' R-Value: BLOWN INS ULATION:(FIBERGLASS OR CELLULOSE) Exterior walls: Type: Manufacturer: R-Value: Settled Thickness: Settled R-Valuer Installed density: Coverage Area: I Number of Bags: Flat Ceilingsi: Type: Manufacturer: fj R-Value: Settled Thickness: I � �� Settled R-Value:_ Installed density: y Coverage Area: Number of Bags: I Sloped Ceilings: Type: Manufacturer:_�� r',�v/f�L R-Value: Settled Thicknessi M Settled R-Value:_ 0 _ Installed density: Coverage Area: er,� r Number of Bags: jl L Installed By: ` Date: � Zc7j For MAP Installed Building Products of Sagamore } { I { TempParcelEdit Page 1 of 1 w Ttft, 46 Logged In As: Wednesday,3anuary 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 010 Street Number: 98 Unit Dev Lot .LOT 10 Road Name: PHEASANT HILL CIRCLE T/R r Sec. Road: .�' T/R l-j Villlage: 07 - Cotuit3, Part of M/P: MAP 002 PC 002 �.._ .....,.__._. _.L.r._ _ _.... ._... w_..._ Plan Ref: 'PLBK 617/69-75 (APP 7-62) Date Added: ......... Updated: U�d°ate �`�D'elete�' � A�d�d�Anoth�er"" g http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 SMOKE DEDTeS REVIEWED BAR�VSTABLE BUiLDIND DEPT. DATE N V O N FIRE DEPARTMENT DATE z Q N O BOTH SIGNATURES ARE REQUIRED FOR PE Ir "" r w o eo A � w o a w1 � o FFffi ❑ � n p ® ® AID U, LU � LU Imo .. ® Im a FRONT ELEVATION SCALE: 1/4"=V-0" - N w - � Q pl? _ W Z LU F- � � 0 l O LU ❑ ® ® � ® ® ® ® T ® NEL LLIEE —J — E O - p SHEET Al REAR ELEVATION SCALE:1/4'=T—O" . _ /" JOB: 1624 . e I DRAWN BY: <N Z - DATE: 1Z6/16 N 0 M (0 O V r�^ L O v/ rJ.l n h 1z OD J w w 'd FFF m 4 0 ® w 0 -L L U) LLJ R�TMM m o r W M a L- - - J LEFT ELEVATION SGALE: 1/4"=1'-0" i iz - s •' Q 8 111 O r LU v Z Z W v 111 ® � ® DOE &T R�T N o SHEET L- - - J L- - - J � RIGHT ELEVATION , 5GALE:1/4"=1'-0" JOB: 1624 • - DRAY01 BY: KiN } - DATE: 12/6/16 N U go o W O OD ...�. p 32' WN RIDGE VENT W 2x12 RIDGE BOARD - - W Q O ASPHALT SHNGLES 7 5/6"GDX PLYWOOD (J) A RIGID WIND WASH BARRIER REQUIRED A N 1, AT EXTERIOR EDGE OF EXTERIOR WALL �y ry O b� TOP PLATE / _ �e W O - Y. MW ' R36 F.G.INSUL. G. � `�+70, � W W _ 5IMP50N H2.5 O S z �G FASTENERS AT ALL ®�0 1xb®16"O.G. ®76,• Z �b RAFTER/TOP PLATE +1�y O M4M O 12 4 2 y® JUNCTIONS TYP. ry C W T 1+0 m •La _ 2x65 916"O.G. (2)1 3/4"X 14"LVL BEAM 2xb'5®16"O.G. KITCHEN i i GREAT OOM 1,STRAPPING I - Sx8 F.G.GYP.BD. - (5)2X12 HDR. ixb T8G BEAD BD. I�—POST IN WALL fV _ BETWEEN GARAGE 6 LIVING • 10"COLUMN n O I BEYOND N G BLOCKIN 4'-0"O.C. - - AREA - • I - - IN FIRST TWO JOIST AND RAFTER - GARAGE - p - - "BAY5 FROM GABLE WALL . _ TBG 3/4"PLYWOOD 2X65®16"O.G. d) I 2x10'5®ib"O.C.YY/ R21 F.G.INSUL. I SOLID BLOCKING - 1/2'GDX SHEATHING I R30 F.G.INSUL. - TYVEK/W.G.SHINGLES DECK 4"CONCRETE SLAB I _ BENCH NOT SHOWN PITCH TOWARD DOOR5 " 7 P.T.2xb's®16"O.C. P.T.2<10®16"O.G. . (3)2X10 GIRDER TYP. I I ., •C 2-2x8 GIRDER j� 4x4 P.T.POST 9: '3 1/2 STEEL COL. '� v5 ''y4 GALV.METAL POST ANCHOR x i 30"x30"x12"FOOTING _ 10"'SONO TUBE"PIER W/ v r :4 26""BIG FOOT"FOOTING TYP. r 1 •t '- LU 10""SONO TUBE"FIE YV Z 26""BIG FOOT"FCCG TIN TYP. ,-' t� � W . :y ^ � 3 1/2"GONG.SLAB .�,• - u � Z 5' •-•�0,• O V LU W 1 N Q J SECTION "A" SECTION "EY 5CALE:1/4"=1'-0" SCALE: 1/4"=1'-0" 5HEET JOB: 1624 . .DRA NN 6Y: KW _. DATE: 12/6/16 50' 22' 14' 14' N V cm � N o 2 N Lj O � O L _ Ld o m a I o w a v n /yCD G RAG r� o . ry A E VI in � W V ry m c� a F ry V _ I ry , I _ I I. lu O W _ Q LU a O ll z .o N O t! T SHEET 52 FIR5T FLOOR FRAMING PLAN JOB: 1624 5GALE: 1/4"=1'-0" DRAWN BY: KIN- DATE: 12/6/16 14' • � � � (3)11'V8"WL HDR N D Z ►Ln r J lh 00 M..i W p (3)11"!/W VL HDR Z - - - w LL LLI 0 a o 2X12 RIDGE - I 12 DGE ry M O r j/1 YQ"• • w Q Z mCO 0 (L 2X12 RIDGE - I - _ I I BEARING MALL , r - - - - - lu a "BUILD OVER" VALLEY D, - W < 17- ry_ lu - o "BUILD OVER VALLEY" 12' 261 SHEET ROOF FRAMINO PLAN 5GALE:1/4"=1'-O" JOB: 1624 DRAWN BY: r4N DATE: 12/6/16 EXTEND HDR TO CORNER Jxb DBL TOP PLATE -------- RAFTER o 16"O.G. N FULL H&T.5TUD5 JACK STUD - - N O NA TOP PLATE 0 o TOIBTM OF HDR APPLY SIMPSON M5TA78 CONNECTOR o o H2.5 a EA.RAFTER ,Q L W/2 ROWS OF 16d NAILS - ON THE INSIDE FACE OF,HEADER o ®3"O.O. _ TO EAGH JACK STUD - - ° @I LLF 0 5TRUGTURAL PANEL HEADER o o TOP PLATE ►M NAILED 8d COMMON GONTINUOU5 HEADER o o ®3"O.G.EDGE AND FIELD CORNER TO CORNER ,..� _ OVER MULTIPLE OPENIN65 Z rl OD DOOR TRIMMER STUDS - ~~•I W A HLn SHEAR W �ALL COMPLIANCE: RAFTER TO PLATE GONNEGTION Z ANCHOR BOLTS - 2 � w 3 W W SCALE:N.T.S.= 30%OF EACH ALL RUN O ~ U LL w/ "x3 2- "x3"PLATE WASHERS VERTICAL SHEATHING WITH n } - W- 0 W W ' EACH NARROW SECTION I 8d NAILS 3"EDGE/12"FIELD M✓` O n (4)16d NAILS PER FT BOTTOM PLATE 4 II r. ` L= 15°/v OF EAGH WALL RUN 20%HDR>6-5" VERTICAL SHEATHING WITH ~ ad NAILS 3"EDGFJI2"FIELD (4)16d NAILS PER FT BOTTOM.PLATE Icy 00 VI 0 W co w M m ONARROW WALL BRACING AT GARAGE DOOR SCALE:N.T.5. JOINT DESGRIP710N B[R OF WIMBER of tUJL SPocMG - DOUBLE ROW _ �co�'nMMoi+r+Alis Box Naffs ` . 5TA66ER NAILINGINTO BOTH PLATE5 ++� ROOF FRAMING - 2x6 DBL TOP PLATE t _ _ - _ BLOGKN6 TO RAFTER(TGY NNLm) 2-V ]-ice Kim BOMD TO RAFTPR fPND WVIED) 2-t6G 9-16G PJGH ENO WALL FRAMING a TOP PL4TE9 AT NTERSEOTIONS(PALE NNIFD) - 5-160 AT JOMTG -. 5ND TO SMJ(PALE NApPlI) a-1M 31 W •f� READeR TO HPPDER(Face HALPDJ I60 w ON V _ —---"-_--- -_"- - - FLOOR FRAMING l,u` J- �olsr To Stu•roF Fure oR G6iDeR rta taa�D) a-ba 4-loa Paz xnsr V 0 — BLocKMG ro.atsr rtoe wa�v) o-m �-toa Fx,R a:D Z 4-1 VERTICAL - BLocRwG ro 50l aR r°P PUTErtoE NAIFDJ s-Iba a-tbo EACH BLax W.. STRUCTURAL PANEL GPZDER(FALE wAIFDJ s-Iba a-tba EACH.)a5 Q NAILED 8d COMMON; - - -__.- oR�FR ro BPSMrtc runso) 5m �asr JOBT PFR _ ®3"O.G.EDGE - BeNv�ol5r ro�olsr(F�+v w Lm) 310o a�m PeR.lasr � . AND 12"IN FIELD - B.wv.alsr ro saL oR rOP Pure rtoE NAIIFDJ z-IbD 316a U-� -- - - ROOF SHEATHING N YVODD 5TRULNRN.PANeLS _ IL1Ff _ TRU5'�SPACED W TO 16'OL' ea lOo 6•FIUE/6'FE1D ^ ``) � • - RPFTCRS Oft TR�F9 5PP4CD OVER 16.OO _ ed 1OP 4'EDGFIb'FEID Lu 6PBLE ENDWALL ftPK2 OR RACE TRU95 w/o GABLE OVERHANG bo lOG EWE/6'FELD O `n—L/J _ , • GABLE aIDHIALL RWCE Oft ftPKE TRU59 w/STRUGNRAL DG tOq b EDGE/6'FEID ' �PBLEO POND � ,VWJ.L RNC2 OR RACE TRU55 w/LOO<O)T BLOOKs 8P 1- 4'EDGPl4 FIELD ' DOUBLE ROW Y CEILING SHEATHING STAGGER NAILING LE _° wsn4 v+ALLBOAnv sa cc�LERs - T•EDGE/io°FIEIJJ J INTO BOX AND 51LL _ "'�' • _ WALL SHEATHING IVOOD STRUOMZAL PAVEL5 - - 6 ET>GE/1�Fe ,"-'""••� BNDS SPPOED UP TO 24'O L bcl 1oa I I - - 5•AND -,;FISERBOARv PANEts ba - B-EwF/b'FEtn _ - . � II h•GYP`1M WnLLBOARv 5G LOOIPRs - to•F�LD FLOOR SHEATHING ' I I _ rvov STrsuLTlmni.PANE a II 1 oR toa b•F�GE/r FELv LEss as 5 HEET {- GREATER TNAN r ba toa b EDGE/6•FEtn II 54 II I II OFULL HEIGHT SHEATHING -SINGLE FLOOR J05: 1624 SCALE:N.T.S. � t DRAWN BY: KW DATE: 12/6/16 DEC �9 �016 rows o-`���;,�,�r TyLf2423 4, 29III /8"3I0 1/8"x 14•-10" 5 " 60 8" 24' (3) 1 7/8" L HDR 12 12T T1 LING ILS T AZEK RA 2 �D O - V N�N I 1 TW 24410-2. 0 x I - I 59 1/8"x60 1/8" � I �o = ROOM l 1 � ^ ,W LL r m r I J I'D I �V11 .1 J ^ . x o I Q I 9 m I I LfTE �,� 00 v ry 30 0LI I DN r �y W 0 26 IPRENG I LI FIXFO N z Z 15-LITE _ -- _.__..__ ..._ W - FIXED (3)11 7/ 'LVL HDR 2 I��� U LL J BUILT IN O Al FIRE • e - ry l ry _ 2,b• GAB'S W/- . RATED Wyy O )�.I.G. Y -5HELVE5 ABOVE M µ, - - - - - - - - - - - - - - W Q 0 CARPET MASTER BEDROOM _ OAK - DININ ®l c VAULTED CEILING OAK 71-1 i1 r N 10'_6,.®FLAT - - - - - - - - - - - - - - - - - - - - _ - _ _ v ^ `� I� - 12'-0"CATHEDRAL GEILIN6 _ I BASE*WALL 5? ~ ' N GREAT ROOM I CABINETS GARAGE m 24410 /yOD N 7 Y. GONRETE SLAB 30 1/H"x60 1/8" N OAK I PITCH TOWARD DOORS /�\ c / W FIB GLA55 ,- //g�,��\ (�64edtl,1 �/� co •• SH YVER UNIT _ _ _ _ _ _ _ _ \IIr4/ z MA5TER o 6 o Z iv Tw 2442 BATH 2- T-4 1/2 ry �' ` - N 1/ "x53" TILE - 10'-11 3�_g„ -41/2" 5-71/2' 4'-11 3/4„ 11'-4" u) m 8'-3 3/4' - BUILT IN _ Y. �'26 GAB'S W/ - ,, SHELVES VE ____ _____ [V `'•- I _ 66"A.F.F. (2)14"LVL �. BEAM ABOVE _ FIBERG ul yy. D. _ 26 SEE NARROW YVALL V SHOWER U ff a� ' ` 1 DETAIL - (,1 RAISED GEILMG 26 m II K ° TRANSOM ABOVE IRAN50H ABOVE G 12 5 101-y T-0"x9'-O"O.H.DOOR l'-0"x9'-0"O.H.DOOR If 24 5/8"x24 5/8' BATH �- TILE 26 �4�/,1 FLAT GEILIN6 CONCRETE APRON ` �f� KITCHEN - HAiL 36 26 26 OAK FOYER .OAK p G 2 s - - o ry OAK GL. p 481 2"x413/5" (V OCL. - �26 T O � _ 3 1.41 O 1-4 2" I 11'-4-81/4" 3'-111/2" I6' 1 z Q TW 24410 14-3 3/4" = v I I LITE 1--1 W 30 1/811x60 1/8" N _ 10•-6"CATHEDRAL GEILIN6 BEDROOM #2 TV BEDROOM ht1 W XX OAK IOAK I o w I I � I- !V r ry mO OO x di (�1 ry SHEET 5 5'-10" 5'-2" 2'-3" W 1'-6" 9' 2'-3" - - g' 14' 12' 16 24' - -14' A3 FIRST FLOOR PLAN JOB: 1624 5GALE:1/4"=1'-0" DRAM BY: KW DATE: 12/6/16 - ' 14' 36' - - - - - - -14' - - - - -Tl 24' 22, - - - - - 1 12, - 12, r - - I __ � -.•�I I C I INV� 2-2X10 61RDE • bx&P.T.P05T - • GALV.METAL P05T ANCHOR I U N 10"'50N0 TUBE"PIER W/ �' O 26""BIG FOOT"FOOTING TYP. "! 2x10'S TW 3016 3_g U m °x. 36 1/8"x 18 7/6" Q Lo Lo Lj O 15_4" I 201_5„ .. 1 L _3 Lh VrCK BY OMER ,, I FIR: - - - - - -a•- - _: F 00 iV x tf; ISM W O • - , UP I I I I I I' I DROP WALL UNDER I I I I I I I ?, Q wt,- x .,v: r3 fis :: a a 4 �� DROP WALL AT STAIRS i LLI �^: I I I ' I I I r - '� - - - - - - - r. .¢: BM PKT _ - - - - - - - - BMPKT -�- - - - - - BM PKT. m�„ 8"x T 9"CONO.WALL W O I 8"x 7 9 GONG WALL 16"X10"CONTINUOUS FOOTING TYF. :: LN I 16"XIO"OONTINUOU5 FOOTING 71'P. N i O _ 14'. 14' r - -� 8"x 46"GONG.WALL N #. 2x1o'S - I- I I - I i _ 16"x10"CONTINUOUS FOOTING TYP. ®16"O.G. -I-� I ` L- J I GARAGE R O s Ct 4"GONRETE 5LAB - `; . T J I PRGH TOWARD DOORS I � W Ln I sl L m W - 2xlo'5 ` I 2XIO's ` 2'-6" 2xIO's TW 3016 I C 16"O.G. I k NOTE: N - -1 1 5/5"ANCHOR-BOLTS I 1 N I 36 VWX 15 EMBEDDED" IMO�I mQ ZOa I I I 5F'AGED 52"O.G. I I_ L_ J 12"FROM GORNER5 1 N I - I r I g - -� m r A5HER5 5"x5"xl/4" ' I 5M PKT `/•���J r DROP WAL L L UNDER W I ::. - - - _ - - _ _ SLAB®DOORS TYP. NARROW WALL S: I r. - DETAIL rI '> �-- - - - - - - - - - - - - - - - - - - - - - - - - J I I LfI J F- - - - - - - - - - - - - - - - - - - - - - - - - - - FURNACEI s� 11 FULL 13A5EMENT 3 1/2"CONCRETE SLAB L- J - I e I , I .D VAPOR RETARDER Ir 6 f l I I I a l I Luo BM PKT t ( Z - TW 3016 I r I - t.o J I „ 36 VWX 18 7/8" I L J 1 c.: fx.�.. =.:a C _ 3>-k': - Q I 3-2x10 GIRDER v - - _ _ _ _ Lu Z - K 3 1/2".DIA.STEEL COLUMN .D I 30"x30"x12"CONCRETE PAD TYP. e I .D ti \-1&--xxl0-,-,C-0NTlNUOIJ57' G.WALL fl V FOOTING TYP. I - \ I - `14 L BEAM POCKET 1 o. /_________________ 1 Ir= w o .t +_ I ___________ �_ 4x4 POST � - - - - - - - - - 1 $; N ry L - 4x4 P.T.P METAL POST ANCHOR - J 10""SONO TUBE"PIER W/ o 25""BIG FOOT"FOOTING TYP. J - - - - - - - - - - - - - - 7 q„ 2' 5HEET 5 14' 12' � 16' 24' A4 FOUNDATION PLAN ' JOB: 1624 5GALE:1/4"=1'-O" DRAYVN,BY: KW • { DATE: 12/6/16 oc .-CIO ' Foundation Certification in Barnstable, MA Prepared For : e98- Pheasant H111=+Circle ,�(Cotuit Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 002-010 Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J Baxter Nye '`Englneering �C rV C� Effective Date July 16, 2014 Registered Profession\* F��o'�` OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land SUr�yors� L�� OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ®Deed 78 North Street, , 3rd'Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 y 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 I I Do N 86.58 39 -E z 65.68 - DcO�00 rn C'y I I Aq O ,,0 1g.0 28 8, _ � N l 0 - __I > _ F'OUIVON _V rn rm� .0). �A C n01V I N I r K t 10 O' 0j/27/17 �4 0 20.0, I o Ln w N�z �� 0.0.� I I 01 M Z 2 4.01 I l Co PARCEL 002-002-010 \ \ / 12,980f S.F. \ \ s8��s 91, S 48„ \ \ \ \ N/F LUKE J & LINDSEY N. EHLERS \ \ DEED BK. 29917 PG. 190 N \ PARCEL ID: 002-002-009 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 �N OF PlAgssgc BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO �� SHANE yG PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND .IS NOT LOCATED WITHIN A g M. SPECIAL FLOOD HAZARD AREA. o NIALLON THIS LAN IS NOT TO BE RECORDE NOR IS IT TO ,BE USED TO ESTABLISH PROPERTY LINES. A No.48687 v 7 �7 4( as�p`�oQ REGISTERED PROFESSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE 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 CONSTRUCTION PLANS. 6 S 86'58'39" W I 4. COMMUNITY PANEL NUMBER: 250001 0539 J THE FLOOD INSURANCE -_--0 , I RATE MAP DEFINES THIS AREA AS ZONE X, AREA OF MINIMAL �� FLOODING. SMITH ` `` 5. ENVIRONMENTAL NOTES. } 3 x �'� I SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRI1XAL ENVIRONMENTAL 5 66.5 s r I I CONCERN). 00 h �ti SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE ` I I I WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED z X. HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS r.O.F. �' " I PROTECTION ACT REGULATIONS (310 CMR 10)." - . SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP j.70.1 MAP OMER 1, 2006 'CERTIFIED VERNAL POOLS." � � -j�"g8.58'39" Y_ I x SMH 02 ---_____-ss___---__--- 90 E SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 66. , s7.0 INV =61.39 65.68 VEGETATEDnow "rom 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES 6s.5 1 �' UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, N z i , I U, / x RN GARDEN REGULATIONS 321 CMR10 rr, T 10 65.0 I ( x I (1 5 C.F. SITE IS WITHIN A STATE APPROVED ZONE If GROUND WATER o ;,12,9$Of S.F. S oRAGE) �� =65.0 RECHARGE PROTECTION AREA � S INV=e,9.22 S 0.30* A ( eoT�a�l=64.0 605�� / ---- -- 20' SLW ACK LOT �'� �, �, , 6x / gg, �xR,p 6xt7/ I CONSTRUCTION NOTES: ad 8 4F 4" c 19 0 68.0 I 1. ALL GENERAL NOTES ON SHEET C-2 FROM THE I�,\` x 67.0 r r c S ? 40 0 ( SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED � r r c7 r X C 0 �_.•N5! � _ - ""� ( 6 25 07, SHALL HEREBY APPLY TO THIS SITE PLAN. 68--- r jv7 / 20' ^8 p -- o_I 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM ha, "sED l b THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, r/ r Jvc� �► W ?88' - ', E.a ' N I I DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 7.0 t! 6 4 / `1 r W S IN'V. ��S M P s� i o (MIN.) j 3. SEWER BUILDING CONNECTIONS: `� RB Cf =62.23 - MIN. COVER SHALL BE 3 FT. C ) �, /STOP b flE ' PROMM (2) 6' DIA. x - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES ,� r 6 DEEP LEACHING AS REQUIRED BY BARNSTABLE DPW. 1 i r l / I BASIN W/ 0.5 STONE `'' -6&54 ; � PR r f � � � 9= I ��LNG (OR - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X. DR/�OSEb Q I EQUIVALENT VOLUME r I'Ewy � -- I OF 487 CONNECT OUALL ROW 61.0 TS TO - _l , `� `69.30� ter' GARq� , I LEACHING BASIN �� � ; �'S , SL,gi 9. G34 �b �fb x i VEGETATED 400 � Gy � 69.0 N i ' 120 MAIN GARDEN Cotult Meadows Subdivision �� 2 o' (125 C.F. Cotult■Barnstable, Massachusetts STORAGE) TOP-64.0 PREPARED FOR 65. \ 1 BCC 63.0 COTUIT EQUITABLE HOUSING LLC o� o 4T 9 6� -..J� 6s.5x \ ' R 0. Box 95 66.50 / �;` - 66 >>S s Centerville, MA 02632 SMH 9 i i i \ `�\ / TITLE INV INV I 59.84 \ % ^ Site Plan ° q ,�� ,1 Lot 10. 98 Pheasant Hill Circle BAXTER NYE ENGINEERING & SURVEYING i 6 x501� ^_' '� �8 l ^�, Q ' J , ' Q. Aj ---- 2 Registered Professional Engineers and Land Surveyors �, 1' C / 78 North Street,3rd Floor,Hyannis,MA 02601 of s � CD Phone- (508)771-7502 Fax-(508)771-7622WtrHEW p G ` W. `�'�. kDoy WfL CA 20 0 20 40 No,4h �4 'Q O SCALE IN FEET mmmw 0 s/ST SCALE: 1" = 20' DATE: 12-28-16 REV. DATE: REMARKS LOT 10 mwm NLN►W 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 _ l