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HomeMy WebLinkAbout0029 SPRING BROOK LANE - ,Los �a� �a-on a --/o i \ 1 V J TOWN OV BARNSTABLE BUILDING PERMIT APP ICATION Q (� Map 0021 Parcel 602. 1 tl Application #Bull' INN'r4 GEPT. Health Division Date Issued Conservation Division APR ®6 2017 Application Fee n Planning Dept. TOWN OF BARNSTABLE Permit Fee q�' bV Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address �( Sloylvb!k 90A L4*_� Village aluti Owner t Address P O• BLA Telephone Permit Request Q 114 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed -(&Total new til—TQ Zoning District 0 F• I Flood Plain C Groundwater Overlay Project Valuation Dace Construction Type Wt" Lot Size q5 7140 Grandfathered: ❑Yes A No If yes, attach supporting documentation. Dwelling Type: Single Family N1 Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes J(No On Old King's Highway: ❑Yes VNo Basement Type: ,JAI Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) l .t 9 Basement Unfinished Area (sq.ft) 19 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing , new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 16 Gas ❑ Oil ❑ Electric ❑ Other Central Air: 74 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: 1'Lx Z� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 0A No If yes, site plan review# Current Use aCan4 kd - Proposed Use APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name Telephone Number I' 164 Address Y. 0•19�)c License # 00 AsuLl Home Improvement Contractor# Email U t •C60 Worker's Compensation # n0 71S ALL CONSTRUCTION DER RESULTING FR M THIS PROJECT WILL BETAKEN TO SIGNATURE ► DATE L FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. AIJDRESS VILLAGE OWNER DATE OF INSPECTION: .-� (L_ n FOUNDATION —e� p ~`3 ' OK `cam �— FRAME 5t°t 'Chrp QK co INSULATION l0 Sub .' � N CK FIREPLACE ELECTRICAL: ROUGH FINAL .PLUMBING: ROUGH FINAL GAS: ROUG��H,,��, FINAL FINAL BUILDINGn DATE CLOSED OUT ASSOCIATION PLAN NO. t Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Projected Rating Certified Energy Rater: Chris Mazzola 29 Spring Brook Lane Lot 101 Rating Date: 04/05/2017 Rating Number: Cotuit, MA 02635 Registry ID: Projected Rating: Based on Plans -Field Confirmation Required. F7777Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index:. 55 Heating 48.6 $661 35% General information cooling 1.1 $60 3% Conditioned Area. 2052 sq. ft. House Type Single-family detached Hot Water 3.1 $166 9% Conditioned Volume 28032 cubic ft. Foundation Conditioned basement Lights/Appliances 18.2 $982 53% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 71.0 $1869 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Heat pump, Electric,2.75 EF, 63.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 44.00 CFM25. 2012 International Energy Conservation Code Ventilation System Balanced: HRV, 54 cfm, 30.0 watts. 2015 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-49.1 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling R-37.5 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 2.50 Clg: 2.50 ACH50 Foundation Walls R-12.0 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 Electric 508-833-3100 Refrigerator (kWh/yr) 600 Clothes Dryer EF 3.01 www.energycodehelp.com Dishwasher (kWh/yr) 270 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. job SHEET NO. i TAYLOR DESIGN LLCT. CALCULATED BY Or �'�,'Q`. CHECKED BY SCALE W I # 7 � 4 f_. ; . � ' ►,gym C. oP.t�} ._ .. 8 P a . • ,i, C t t Pam..... # -.... ,_.._.,.s ;►a.C�r art .. v,. 'T:S .., b .' lam a �_i .... i F t # ' f t t� _ .: .. f� ,..:.'faits- J�,,,`ac.� ►-rr~ v '5 3a-' '_ _ 'tea t _....... _ ...... ..... .. - i ..... .:.. . `: h .6►aN :.- 'Yi.G_l,.act o c %(?S .;1�-t i _i .. i _ C .a^w-' 1ip.t t• .,., �',!" t^�.._ i l�:t Z' ;l•} �12-... t .,... .�",.. Z f _.. ..... �....._ _ ..:....._.. ...... ..'.. ...5� _ _ _ _ i ., 1 t . 4- ._ i # � S # i ' Q t„!3 o _ '" Ct a ;•� ."ii3'8•.t13 .......> MZ.9'8.'SF r .......... �. t - a 4 # ,j Gg -ZI SHEET NO. OF TAYLOR DESIGN LLG CALCULATED BY DATE CHECKED BY• 'DATE' - � 't Lo 1rs'Cvt7. 't.UW SCALE .. - - - t ! t k { a•ti@. 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U.Pc--.1.��.... ?_ .Z_. ii .r..� .. ... j..... i t .. s_ :_ _ w _ C .. 41 i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 LOT 101 COTU'IT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed (3-sec. gust).................................................................. .................... ....:...............:.......110 mph Q WindExposure Category................................................................ .............................................................B Q 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ..................................................12 s 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q BuildingWidth,W ..................... .........................................(Fig 3 ............................................:..... 50 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)...................................................54 ft <_80' Q Building Aspect Ratio(L/ W) ...............................................(Fig 4)................................................ 1.0 <_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 ............................................................. 2.2 ANCHORAGE TO FOUNDATION'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',-1 z' Q Bolt Embedment—concrete.................... ...........7 in.>_.....................(Fig 5)....................................... T Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A PlateWasher...............................................................(Fig 5)............................................... 3"x 3"x%11 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)..............................:........... _ <d N/A Floor Bracing at Endwalls....................... ...........................(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................................; Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_ 10' Q Non-Loadbearing walls.........................................:......(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <_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)l 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5).........................................2x6- 18 ft 0 in. Q Gable End Wall Bracing 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)..........................I................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 2 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)......................................................43% Q 5%Additional Sheathing for Wall with Opening>6'8"(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..............................7..........(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)............. Percent Full-Height Sheathing................:.:....(Table 11)......................................................43% 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 5 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 s 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 LOT 101 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 ---W EN THIS EDGE REM ON FRAMING USE8d NAILS AT6'o r- 11 11 1/ Ir 1/ 11 u 1-I 1 1 11 1 I 1 11 11 11 II 11 11 � 1 11 11 11 7 .c 11 11 N 1 I1 `C 11 Ir, 1 - Il � 11 it Q 1 It F i� Ir a It d 11 ii � r m h . It 11Qp 11 Ir � 1 � 11 11 W .r 1•I n 11 I I W i i 1 1 St 1 I t 7E 1I 1 r 1 1 1 I! II Ij 11 It 1 II Q -Ir Ir W 1 E II 113 1 Ir n n la t i !9 II a 11^1 rl ll • II MAILSPACWa I i PANk .� [' — _•• v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' a 1 1 tt 1 1 I, It 1 { 1 1 FRAMING MEMBERS u1 1 i ± EDGE BaF.WEDIATE I 31 Ulm 1 1 _ ---------- ----L_ -----4- _1___ STAGaGERED 3"MMJ ML PATTERN � PANEL PAWL EDGE DOUBLE NAIL EDGE SPAMG WrAIL Detail Vertical and Horizontal Nailing for Panel Attachment i Regulatory �nivaMOM,a Thomas Fa Geller,Director P.;ass. n., Toml'err7, Building Comm--nissioner 200 Main Sheet, Hyannis,M1;02601 www.town,banistabk..ma.us Of&e; 508-862-4038 Fax: 50E--790-6230 I • Prop A 0. use CoMplete and Sign This Section If Using ABuil&r 'is Owner of the subject property hereby a-'$OAz _ r•-C� to act on my bebalf, in all matters relative to•work authorized bytliis b;iA&g permit application for: SS o Jab) Stgna' e of ate • �'i AVM - Print Name Q:FORM S:OT'nEFP1-Mf IS SIO1Q 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 n 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 a Massachusetts De artme'nt of Public,Safety } R Y t , $ Board of Building Regulations and Standards License:CS-00564 Construction Supervisor. 0 A� 1 BRIAIV T DACEY`: PO BOX 96 CENTERVILLE MA ,�• i o U� EXI]Irati n: commissioner .04/1912018 j • �e Construction Supervisor _ Restricted to- --Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of ' ` enclosed space. Failure to possess a current edition of the Massachusetts i State Building Code is cause for revocation of this license, 'DPS Licensing information visit: VIiM/W.MASS.GOV/DPS i t aft e-�zf rz� e €ga ores 69,0' [yashinvoll Street w f'asfa'r�'HA 02111 • G} yro e-rleers" Campmsei n Insurance Affldajdt: AppNeantluf6matfon Please Pilat NaMC (Busiaess/OrtanizatonqTjdiyidual): -dMA'Is Address: ` , Are you aii employer?Check the•Appr6priate Type of project(regmred): 1.❑ I-a S x f a employer with 4. I am a general contractor and I 6. `New consfmcdon employees (frilland/orparttame),T havuhiredthesub-contractors 2.❑ I ara a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship andhaveho employees These sub-contractors have S. ❑Demolition 'vorking for nae in any capacity: workers' comp,insurance. g, ❑Building addition [go workers' comp,insurance 5. ❑ W6 area corporation and its required.] offi=s have exercised their10❑Electrical repairs or additions 3.❑ I air a homeowner doing all work rigbt of exemption per MGL 11.❑ Plumbing repairs or additions mysel£ [No wdkers' camp. c. 152,§1(4),and we have no 12-:(]Roofrepairs insurance required.]i employees.-[No workers' comp.insttianceiegnireci] 13.❑ Other TAny applicant that checks box#i must also M out te section.Flow showing their workers'compensation po7.•icyi lffimw ion: I Fiomeo-vimers wl o,submit$ris afficl vit indicati*g they are doing au work and thcri lire outside coutlact5rs,rust submit anew davit i dicsiing such. tCont-actorsthatcheckrliisbox name ofthesub-contra-ctorsmdthesworI='comp.policyinEo=Dae on. a:zn an employer that ispra-pidina 3vark-CTs' iaxgTZra-Lee for MY Below fs i e.,poziey a auljob site Insurance.CompanyName: Policy#or Self-ins.Lic.#._ An 6.0(62A-S' Expiration Date: ` rob Site Address: City/State/zip:no AU A itach a copy of thr~workers' u pelts qr rolEdy ciEclaratiam babe(sfrowirtg the pofiey nu ,, and expkaiti4n date). FaUme to secure coverage as required under Section.25A of MGL c 152 can lead to the in-positionofcriaLalpenaldes of a -6m evp to$1,500.00 and/or one-year nnprisom n mt as well as cm- fi p malti.es in rbe form of a STOP WORK ORDER and a line of lip to $250.0&1a day.against the7dohton RP advised that-a copy of this staten6nt maybe forc,Tardcdto•theOfficeof Investagations,ofthe DIA for insurance coverage vermcation. X&here certJy anger ilia p lks awd •stra:r`e'•es o pe:`i ��r s t e.r�e xr�f °rxatierrapzfQ€�ic� d T�a�'e i r s tid gal °e� , iatnre: A', Date: 7id OfFfa u—se only - not vriie in Ehfs area tube cmvpletea by Eij p'll[w-n€j did. City or Tawm: PermItUce-se§Isu gy Autha-city(drele one:): - 1.Roard c:r hlealth 2.Ew—M-ing Depa tmeut 3• C yITrj\,ra.Clerk 4_I�le�r cal�tsg�ec€aY �.Plt����ing lisp cc Kok C.Other 0>7 era;n� Phone : Bowers, Edwin To: Paul Rhude Subject: RE:314 Old Oyster Rd &29 Spring brook Lane The original House remains 671 Main The New units are under 675 in our system I can get you.permit numbers if needed From: Paul Rhude [mailto:prhude0cotuitfire.org] Sent: Thursday, September 07, 2017 3:16 PM To: Bowers, Edwin Subject:1314 01d,Oyster Rd'&29 Sprin roropk-Lane Both passed fire inspection. JG" Do you have any permit info on 675 Main st(Al-D units)? I only have the main house at 671 main St. Thanks, Paul Paul Rhude, Chief Cotuit Fire 64 High St. Po Box 1632 - *Cotuit, MA 02635 (508)428-2210 Office (508)274-6086 Cell. c 1 y Insulation Certificate 101 S rin brook Rti` _ Citu(t:: .i�9- - P.. ,9 _ _ Barnstable 'County' 5ubdivisio L oC,NUmber permit Number Description of Instatlat on RO`Oi" ;Product Open eeil..faarn 'Pt Number Thickness{Inches} 10 Thermal.,R'esistance.(R=Value):. 38 EXTERfOR 2'6 WALLS Product Open ceil.foam ,, Lot Nwrnber .. Thickness(inches} 5 5 Thermal Resistance{R Value)` 20 BAStNMENT;CEILING Product Fib77 erglass blankets LviNumber ..... .. ... , Thickness{inches) - Thrma11 R Value} 30 poeo oate uthAl er scd r oaslh pec..... on: 1 heretiy certify that the above Insulation vuas installed fn the;buliding at thebove location in conformance with: the current Building:EnergyEfficIency Standards; Bayside Build lno Ine General"Contractor((Builder) ;License Number' 17. Signature and Title. Date Cade Cod:Spray Foam CS0758.08 177 492 . Sub Contractor{Insulation Installe L"icense Number HiLNumber r _man iger.TJohn Froelich 09/g61z017 Signatureand Title' NO Date' sl H -Sri + t � Rroperty HERS. Baystde Builders Rating Type: Confirmed certified Energy Rater: AndreW Popetarski Z9•Spring Brook l ane� Rating Qate 09/05/201:7. Ratmg.Number, .3508.0 Cotuit;MA OZ635: J Registry ID : 628848613� ' _._ ..... : ... .... . .... ...... .. ..... R ;Estimiated Annua EnemyCost Use MMBtu :Cast. Percent HERS index 55: Hea{1ng 4a: $674 37% General Information Coaling' z ' $112 5% Hot Water` 9.:7 Condtttoned.Acea° 2052ssq.ft: House Type: ... to familydetacfied S124: 7% CQ'Oit oned`Volume 21579.:cubic;ft Faundatiorr. Unconditioned basement E?ghtsh4ppliances., 19 6 ',$932' 51% Photovoltaics,. Q'U 0: =6% Bedrooms; 3. x$ Service Charges; Mechanical Systems.:;Featuces Total- 75 5 $1841: 10oy :Heattn Fuel fired air'distribution,Natural at 95 O,AFUE.. Cogltng, Air:condittoner;Electric, 14 O SEER, Cciter>la Water H.eating=: instants'watertieater,Natural'gas,•0:97°EF,o,O Ca[. Tnishome meets or'exceeds fie mtninum cr{teria for the;following Duct Leakage to!'butswe- 58 00 GFM25 2012 International Energy Conservation Code lent lation System Balanced HRV 105 fin,46.0<uvatts. 2015�Intematt6nat Energy.Lonservation:Code Programmabte,Therri iostai Hej t= s*Cool-Yes _. a BuildihnjShell Features Ceiling Flat NA Slab None; Sealed``>Atfic R 50 4: `txposed Moor R 30,Q+ � E Vaulted Ceiling R,37'.5 WindowType U-Value 0.300,.SHGC;0 31;Qi. Above Grade'WallS R 20'1; Inftitratton Rate Htg 875 Clg 875 CFM50'. -- - - - Foundation WAB R 0:6 Method Blower dooctest - - - - Certified HERS Raring Company ... ..... Energy Raters of Mass: Ughts and Appliance'Features' 180`5tate Road Sutte.'2 Upper Percent Intenor laghfing 100 00': Rangel' ! Fuel.: Natural gas 5agamore Beach,Ma Q2562 ;Percent Garage Lighting; 1.00441 Clothes Dryer Fuel Electric 508'=833 3100. Refngerator(kWh/yr) 591 Clothes Dryer EF 3..Q1 Infoenergycodehetp;com; Dishwasher(kWhlyr): 269: Ceil h Fan(cfmlWatt) 70 4U -,- ///` Certified Energy Rater E tEM/Rate Residential:Ertergy;Analystsand Rating Software v15 3 This lnformafion:does not consfitute any warranty ,energy cost or savings ®1985 2016'=Noresco, Boulder,{olorado The Home Energy Rating Standard Disclosure for this tome:is.available from:tFie.rating provider„ TempParcplEdit Page 1 of 1 ,g �5 y�'"v`�E?gp°,. ��•s�"J�v 2�:i r�"r r"� � �a t �yij r 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 P027 101 Street Number: 29 Unit: Dev Lot: LOT 101 Road Name: JSPRING BROOK LANE Sec. Road: Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: JPLBK 617/69-75 Date Added: Updated: pdate ,Delete �AdiA�othe httn-//issnl2/Tntranet/Prend.a.taJTemnParcelEdit.asnx?ID=Add 1/16/2008 0Qa --00a -161 Foundation Certification in Barnstable, MA Prepared For :�29=-Spring Brook Lane-:(Cotui Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 002-101 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, 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 J Y Page 158 Phone — (508) 771-7502 Fax - (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282, Scale 1 = 20' 04-18-2017 Job Number. 2005-214 laooCj � 1 10 Z , E p01� � Bg 32 99 Aer N/F MIGLENA LITTLE DEED BK. 30063 PG. 001 PARCEL ID: 002-002-102 21 4' o N �•9. .o �S�aa N (INOAP 5.o � G �0•0' EX�s�oN #29 P� OP 2 CD.vooP�oN 26 W N °' .O iN ar ►' moo. LOT 101 0 9,546 t S.F. 0.22f ACRES N/F DENNIS F. & LINDA J: CAHOON, TRUSTEES CAHOON FAMILY INVESTMENT TRUST _ DEED BK. 30034 PG. 209 PARCEL ID: 002-002-100 Q It 01. n� 9a•836„ W =ao BAN Q N O i U Y D _m J N/F COTUIT MEADOWS HOMEOWNERS 143 Q ASSOCIATION, INC. z a DEED BK. 23161 PG. 59. PARCEL ID: 002-002 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 ���OFSS 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 per' SHANE GN SPECIAL FLOOD HAZARD AREA. M. o MALLON � THIS PLAN .IS NOT TO BE RE C D NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. " No.4868 CS S 14 , REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE w. *F�INE NE - - - FI—U-Archt turalDeslqq . - - - - - 8 rvEST BAY ROAD.OBTERYILLE.m 12 clo R 6p 0 � 0 Front Elevation ->> Rear Elevation Z E(-'� .. .. - LL- SCALE:1/4" 1'-0' :" .. .+" _ SCALE 1/4"'= '.11" - Lu - - ti.. .. f- - SMOKE DETECTORS REVIEWED � . �LuIA lb ' ' r " w BARNSTABLE BUILDING DEPT. DATE ,. FIRE DEPARTMENT .w , �r r : • • DATEJu 0 -." BOTH SIGNATURES.ARE.REQUIRED FOR PERMITTING 12 ;2 , ;2 a4 4� - t 101 At Pr Lo maveraN' 12 Gotuit MA �•. .. _ / ..` : y. 5 r 5B1E DATES .. PATE 55UE . .. -s DATE 11'G 11TF Left Elevation Right Elevation n 7R] rr M��ni r-I�n HUE EleYatlO 5 SCALE:114' = 1'-0" SCALE:T/4".- 1.0" - ..SHEET at OF B.. Al DATE: S 2MI FINE LINE 26-0" 14'-0" 70-0 ARCHITECTURAL DE7.10N 4'-0" 5'-0.1 • � e � SOB-420`1396 FIneLlne RO turalDealqq BY�aT BAYr ROAD.OSTERVILLE.m D2653 NOTE5: - $ \ m ry 11 12'-0° MASTER .Q - BEDROOM m 2-10 A321 - N 12 3/V-4 S/B" r 68w ry rV E%TENTON ..0 O.. - •` ` -tl1 m 3436 z HALF vVALL•Y .0 - ' _ ' O a 30 1/B^xaa,/B• a _ '6. ._, 1 GLO ETr KITGHEN' GREAT ROOM �DININ i r �L 6 — I' _ �/ - MASTER y _ .. .. .- DIN rim B �..m O.I. (3)9 1/2'LVL HDR q/2 : _N '- I 5 4'1/2' 3'111/ m24410 - .. 5 1/4�. in 30 6B T-0.1 MUPRROOM N tu OAK f 12'-3 3/4" 66B - mCL PVYDR m LAUNDRYEEHL STEP GARAGE �,,. - 30 6B - : F' .- 3o vB•xvo vB•- - n - CAtult Meadows . Lot 101 -Primavera . ry I 4 52 K------- - ----� Gotuit,MA m 2-10, DAIa DATE 65UE ' L \ DATE DEEGRInf - :. 33-0 :5-0,. 22.-0�� .. F i r st Floor First Floor Plan - Plan SCALE:114" = 1'-0" - _ SHEET.2 OF B . .. - DATE 5,W1, FINE LINE. a HiTF.LTusA DF,vGN ' - - � - � � � � FineLlneA�chlt turalDeglqq • - - - B rvEST EMY ROAD.OSTERVILLE,m ' MA O]655 _ NOTEB: -40,-0J - ` r. :.i._6•� 5'-'(1/2" 1T-3 3/4" g ry m m m LO n �J 6-31/4" a 11'-6"� 9'-9 3/4^..• � �♦" Ln 4 J BEDROOM 3 OFFICE w J x zo J , Z LU r +BEDR�O�O� c GLm - V 4 m 2446 m m 24a6 P .- LU O N ,. OAK O - 68 40 6BLU V 3o 6B16 in lP r OXF ry V/ Q OPEN TO m .. W O rLyJ�\ ATTIC O GOtuit MeadOw5 L-22, Lot 101 -Primavera Gotuit,MA DATE DEELRiP a4 Second Floor Plan .. - SCALE:1/4"._ i.B. - Second Floor :Plan ..SHEET 160F6 . .. A3 WFINE INE . ARCHITECTURAL DEIGN 10 • SOB-420-1296 '-0" FI-U-Archlt. 5W15IV-R qn4om BYd T BAT ROAD.OSTERVILLE, ' - MA o]b55 14'-0" 12.,Q:. NOTE5: ---------------- .,tom . ,,.. •.. PATIO l NB3rT1-�M-E STL I TUBE STL ':; LOT.PST UP -___---_____4 --- --I-----------TO . - • PKT m O 4 16^O.G. I 'ry O 1 I - C o 16'O.L. I I N yy L. c0' I a2Io RST�EEL LOWMN I , - - - 32zt0 GIRDER �'�I- - - ^ w� r I F- DIA.STEEL COLUMN- •�I _ _ - V j . 30^x'A"x12"CONCRETE PPD TT'. I ?OX30^x 12^CONLREfE PAD T1'P I •• . I L__J _J LU FULL BASEMENT - - r - - • - VAPOR RETARDER I ... ^ BTL r 1 '>.'. ry 'TO TLSBMP� I ______ L_ 11 w(�E; - -- -- --- .. SPLIT GIRTmsPLT GIRT L_ r� -- .. __, I. _ DROP Y141-1-10'UNDER S r � . - LAB TYP.DooRS ILn TiPUT GIRT m - - AT STAIR BM FIT �B"x 46'LONG WALL • I ` Z 16"z10"CONTINUOUS F0 N6 IL / - .: B•x T.-m.coNc.MIALL � � I � f` .. I '. / .. .. .*. 16"x10'G .-nmOUs FOOTING TT-P., GARAGE Q ( BM PKT m I m PITC TOWARD DOORS I T (� 1 I ry --- -- ------- — --- ---- ----- ;:<I Gotult Meadows I ; Lot 101 -Primavera GOtuit,MA NOTE: -DER BOLTS I. I vROP rvAu-to• EMBEDDED 7" SPACED 52"O.G. 'I I - SET SWE DATm - I I 12"FROM CORNERS L:, rj5HER53"x3"xi/4" I DATE B�+E - 1 . - - I- L----- ---------------------------J .. .. - - DATE DE50 11 ION _ 5:-0:: 1:_3:: q:_6. 6.: 9'_6•' T-3" ... Foundation Plan Foundation Plan E ET R4 OF ' - SCALE:1/4` = V-0" - _ S1 . - - DAIS s/ 17 FINE RIDGE VENT - L I N E W2 RIDGE BOARD H iTE CTUF nL OESIGN RIDGE VENT - - :(2)16'LVL RIDGE Oa�12 _ - 506-4201396 gg 12 - B WEST BAY ROAD,OSITERVILLE,m MA 02655 ASPHALT SHINGLES 16'O L o S NOTES: . . 71'lOa®16 -4 DOLLAR TIE TYP. 5/B"LOX PLYWOOD - 4 R35 F.G.INSUL. -10 12 RIGID WIND M H BARRIER - AT IOR X PLATETE R EDGE OF EXTER P MV.LL 2�B§otb"O.C. - . 2x05 Oib"00. oJ. �12 TO GL HALL FASTENERS AT ALL - I ' ATTIC B'-O" RAFTER/roP PLATE BEDROOM.#2 . XNCT10N5 TYP. I I ' -12 RIDGE - BLOCKING 4.O.1 .1 . - PENO T 4 M BELOM FIRST TWO 015T AND RAFTER // O f'EN fV BAYS FROM GABLE Y+A1L . - .2xtOa o 16"O.G. - - -. GREAT ROOM - FOYER ASTER BEDROOM KITCHEN O MUDROOM ry O 3/4"PLYWOOD .. - 1/ ISHEAT • 1/2"GDX SHEATHING 7 -PS,Oo G 3/4'O56 EOLIO 0 16"O.C.W - .. TYVEK/W.G.SHINGLES A 0 16"00.SOLID BLOCKING + LIKINGF.G.INSUL. 0 F.G.INSUL. N to 2 1 o 16.00. - - 2x,05®16' .: ... - (3)2x10 GIRDER TYP. - .. .. .. _ O� Qr -F OAGETEW4LL• V 3 1/T STEEL COL. - - . CONTINUOUS-OOMNG P.. -- - . 1 F `WO r SILL ANCHORED 32'O.G. DAMP PROOF BELOW GRADE 5/8"ANCHOR BOLTS, - 3 1/2"GONG SLAB _ sp—E D 52 O.G, 3 1/2"CONC.5LAB.' ' 12"FROM CORNERS � ' .. WASHERS 3" . LL 5ECTION B SECTION ALu M�U 1-1 r, �Q �wm RIDGE VENT ... - `• Z • - 2-1 5/4'x 16"LVL§ - - - . 12 _ ASPHALT SHINGLES o" p - 5/B•GDXPLYWOOD e Gotuit Meadows Jd%® LIGHT L tU A Lot 101 Primavera SAGE Go It,M - 10 PSI I - ' HPNGER5 - - .. SET G`uUE GATE - DATE FfiUE F.G.INSUL. n1 GARAGE - . TY COX SHEATHING DA1E DESGRIPION T1'VEK MG.SHINGLES .. 4"CONCRETE SLPB v FRGH TOYLARO DOORS .. ... �, \ T1'P.FOUNDATION - .. 10N2 O"CONCRETE F.T.EL CgNTINUdF FOOTING—3 - P.T.SILL ANCHORED 32'O.G. m DAMP PROOF BELOW GRADE - - 5/B'ANCHOR BOLTS - .. .. EMBEDDED T' .. :• •'� .. - • - SPADED 32"O.G. - 12'FROM CORNERS. : - / . . WASHERS B'k3"z1/4" 5e ct i o n 5 CONT.TOP AND BTM.TYP. 22.-0" 5ECTION G . SHEETv50FB 52 - .. DATE: 3/]B/1i *FE-INE LINE . - .. AtR. Y-TURA1.Des DN - � � 508-420-1296 RO q . - B WEST 5-5— AD OSTE:RVILLE.m • � - MA 02b55 - NOTE5: HDR TYP. - - 3-2xB HDR TYP. ' � 3-2X10 HDR T W. 3 1/2"x 3 1/T x 1/4"T.S. 32X10 HDR .. P5T UP T. - _ PST T.S.4'k4"x.25• DNT-T.5 4 x. - - N 4-;F"25' . 12._5.. 14'-0�� 13�_�.. vu 2x10§ 2x10's 2x10's ` .. I i .. 2x10§ a 2-1 5/4-x 9 1/4-LVL GIRDER.. l 2-1 3/4'x 9 1/4"LVL GPtDER % .. I .. ; PST W Q 2)9 1/4-LV L5—UP '11 d0 - �T I - uP - t . 3-15/4'x 91/4"LVL§ .. -. F5T. - T.S. .25) PST - - TO F,5 - PST DN T5�4 4 x.5' _ _ DN f . _ I - TO FTG (2)9 1/4'LVLb _ UP P/DN 4'x4"x.25 TYP... T; 4"x4"x.25 TYP. P T _ . PST UP/DN T UP/pN P Ln U QO _ W m� 2x,D5 GOtuit Meadows .... ,.. .. .. - ..3-2XB HDR U , A - � Lot 101 Primavera Got It M ..DATE 651E ' . - - DATE DESGRFFTm ' 3-1 3/4'x 11 1/4'LVL§TYP. �T PST r .. .. - UP - - - First Floor Framing Second Floor Framing SCALE:1/4" = V-O' - SCALE:1/4" _ ,T-D" Framing Plane - .SHEET nb OFB DAiE 5/2B/li *FINELINE ARCHITECT-It.OE:IGN - .. FIneLlneMCM1lt turelDeslgqn.com b Y T BAY ROAD,OSTERY�LLE. ES - MA O]55 - NOTE5: 41 MIR O I_ - '.. d , y iL W 1 4%b PST DN TO HDR 4xb T N' . - TO HDR ♦ .. E. GRICK POINT LU 4x6 PST DN \ V ....�. `. (2)9 1/4•,L HDR 3)9 114•LVL HDR ... W M IL G < - ----� GOtult Meadow5 s2 Lot 0 10 1-Primavera I _ N Gotuit,MA L - 5ET E'vUE DATE - DATE B E - j....PST DN GATE GEcmpnO Roof Framing Plan .. : SCALE:i/4• Of Framing - - - - SHEET,10F6 ♦ 54 - DATE: V2.11 "FINE LINE . ARCH- TURAL DEIGN B WEST BAY ROAD.GSTERVILLE.m . ^EKI O NDR TO CORNER 2x6 D5L TOP PLATE q.` RAFTER®16'O.G. _ - - S. • FULL HGT.STUDS - ' NAIL TOP PLATE .d •� ... TO BTM OF NDR k? = APPLY 5IMP5ON MSTA7C5 CONNECTOR - H2.5®EA.RAFTER YV/2 ROY OF 16G NAILS ` "� - ON THE.INSIDE FACE OF HEADER - ®3'O.G. 1@• `" TO EAGN-LACK STUD ,. ... µ.. .. -C o .. ..NAILED PANEL ,. _,. - HEADER TOP PLATE N - _ - ' NAILED BC COMMON GONT HEADER - ®3'O.O.EDGE AND FIELD CORN R TO CORNER • .. OVER MU MULTITIPLE OPENINGS. _ � � � � ��•� DOOR TRIMMER 5TUD5 - " SHEAR WALL COMPLIANCE: O RAFTER TO PLATE GONNEGTION m SDALE:N.T.S. _ . 2-5/B'ANCHOR BOLT5 N t W=.43°h E ICALACH WALL RUN .. - • . . w/6.xV.PLATE WASHERS II VERTICAL SHEATHING WITH &E/12"FIELD EKAi NARROW vwL15EOTION .. \ai - (4 1 dl NAILS PE.R FT BOTTOM PLATE .. O �z L= 434E OF EACH WALL RUN _ .. .. 204E HDR>6-5" .. - - VERTICAL SHEATHING WITH • - Hd NAILS 3"EDGE/12"FIELD - J (4)16d NAILS PER FT BOTTOM PLATE J _ .. -. Z - .. • LU 1 NARROW NALL BRAGING AT GARAGE DOOR l4J do . - • - JOINT DESCRIPTION - - conraou eox rwds ra,a sv - - - r - TAGG ROOF FRAMING JU 5 - a J .. -.. E ROW - - e,ccw,o ro anfrea ttce ruaml - z-ia- z-,oa eerw,eri - - .STAGGER NAILING - • INTO BOTH PLATE nem,w,m DBL TOP PLATE WALL FRAMING - 1,' X O ro sTvo(r ` .. 'FLOOR FRAMINGTO—I m . ry � -.lost ro Nu Tor rare oa5poei Rce wn,ID) •.,.i-m - +-,oa y. s ro Nu ta �, r vl.wrettoe w.u.®1 - .. . ' - VERTICAL.: cRcentr wuu'o). .. _ S RAL PANEL - .. NAAILEDII-EV 8c1 COMMON �Te rtoe w.�ol L �G m5 Gotui Meadows oa _ 0 3"O.C.EDGE •` = ROOF SHEATHING t! e AND 12"IN FIELD t _ - - Lot 101-p rlmaVera ,. waop 51RucTxw.P.we.S a R�� erKmwra, oa b e��a•Fleo GotUit,MA .. '� �, � ., - _ snetE am�wlrsrse oa rtvte mvn u✓s,wc m ,oa q Ili � •. 5E(6�1c DATE CEILING SHEATHING - - DATE IB5UE Lm`DOUBLE ROW i:k } om�xw raAumwao - - 1 - STAGGER NAILING WAL.L SHEATHING - INTO BOX AND 51LL RNA +aM . - I II 4 - sNos evrcmMro�+'O.c m 0a a•Fl - .. F .. FLOOR SHEATHING . N I DATE CESCRIPTION t.. II ewes n. FULL HEIGHT SHEATHING -SINGLE FLOOR SCALE N.T.S. Detai l Ab . . - DATE: B/2B/I7. r J GENERAL Noll 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 4. COMMUNITY PANEL NUMBER. 250001 0539 J THE FLOOD INSURANCE 62� RATE MAP DEFINES THIS AREA AS ZONE X, AREA OF MINIMAL G FLOODING. .: aV IN 51.5 5. ENVIRONMENTAL NOTES. 11 ti3 k1 _ SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL 00 ' / S --' ' CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Q �. �_ 5 WILDLIFE PER NHESP MAP OCTOBER 1 2006 'ESTIMATED Z � '' NWATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS $ - - PROTECTION ACT REGULATIONS (310 CMR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 CERTIFIED VERNAL. POOLS! 0 SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER . -' NV .t 2 �F r $ �: 1, 2006 'PRIORITY RWATS OF RARE SPECIES' FOR SPECIES c UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, W SMH S p ;P _ LOT 102 ��pG`F REGULATIONS~(321 CMR10) T it SITE IS WITHIN A STATE APPROVED ZONE GROUND WATER 5 5 ICY RECHARGE PROTECTION AREA 61.19 CURB ' STOP S ...... i AN CONSTRUCTION NOTES, CLE '� OUT ti��'ZN �''• `r 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE C ,,i" ��g 'c��' \•: SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 615 �� o NE � 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. x af'� 63.0 `� J 2. All GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM B&o THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, LOT 100 DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN 3 . 5 4. INV .s SEER BUILDING CONNECTIONS. -53.24 - MIN. COVER SHALL BE 3 FT. -- ` GP ,e3• LOT 101 , \ - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES Soo : AS REQUIRED BY BARNSTABLE DPW. 9,546f S.F. - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X. 0.22f ACRES ??-NO."t. \ 615 Cotult Meadows Subdivision CotuitsBarnstables Massachusetts LL J \ PREPARED FOR N COTUIT EQUITABLE HOUSINGy LLC 2 61.0 W R 0, Box 95 ---- 621 5��\ ✓ Centerville, MA n 0 5 3 0 1TRF VEGETATED 12" PROVIDE (1) e, bt*. Site Dial I DEEP RAIN GARDEN x 6' DEEP LEACHING Lot 1O1 Z9 Spring Brook Lane (250 C.F. STORAGE) BASIN W/ 1' STONE �� \JOP-62.0/ SURROUNDING (OR E OhI=61.0 ALTERNATE EQUIVALENT VOLUME �, w BAX 1 ER NYE ENGINEERING & SURVEYING Of 289 CONNECT ALL ROOF LDFOAWSPO UTS a s�N Registered Professional Engineers and Land Surveyors 78 North Stream, 3rd Floor,Hyannis,MA 02601 Phone-(508)771-7502 Fax-(508)771-7622 20 0 20 40 , . i SCALE IN FEET TN OF MASs�r q MA WHEW CyGNa SCALE. 1" = 20' DATE: 04/05/2017 v O°D� cn oM REV. DATE. REMARKS No. 43183 ����F FGISTS LOT401�� lS �y SS N A L 1 . OR *= MAW ���/ 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw