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HomeMy WebLinkAbout0016 SPRING BROOK LANE i Town of Barnstable _ Building s iPost.This Card So That it is Visible From the Street-Approved Plans Must"be Retained on-Job and this Card Must be Kept" r rnxar�nar.�, � , MA � Posted Until Final Inspection Has Been Made.. y_� � � � � Permit f6�q. 1 1 Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been:made Permit No. B-19-883 Applicant'Name: Ken Moniz Approvals Date Issued: 04/16/2019 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 10/16/2019 Foundation: Residential Map/Lot 002-002-088 Zoning District: RF Sheathing: Location: 16 SPRING BROOK LANE,COTUIT Contractor Name­: --,,KENNETH MONIZ Framing: 1 Owner on Record: BAER,CYNTHIA M & BEST, DAVID J Contractor Licenser CS-097544 2 Address: PO BOX 365 r Est. Project Cost: $8,000.00 Chimney: TOLLAND, CT 06084 Permit Fee: $90.80 Description: Installing new interior basement walls. Insulation:$90.80 Fee Paid:E Project Review Req: Additional smoke to be added on unfinished side of4 -,Date: �j 4/16/2019 Finals basement. is Plumbing/Gas Rough Plumbing: �".Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within'six months after`issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning byda'ws and codes. This permit shall be displayed in'a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on ths;permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing - Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is in Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site ¢ Fire Department Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 0 l✓S'� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # ' I r ;I Iq Health Division Date Issued ,5 Z, (v Conservation Division REC'D Application Fee Planning Dept. By Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village (16/�- Owner Address U d� Telephone Sa-7 l— Permit Request GZ A Q Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain ( _ Groundwater Overlay Project Valuation v, Construction Type Lot Size Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family ,,,, ll Two Family ❑ Multi-Family (# units) / Age of Existing StructureY IJ Historic House: ❑Yes Flo On Old King's Highway: ❑Yes L2 No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 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: 2/Gas ❑ Oil ❑ Electric ❑ Other Central Air: 2'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 2(new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals AA thorization ❑ Appeal # Recorded ❑ Commercial ❑yJ Yes C No If yes, site plan review# Current Use U, PL (�'T Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name / Telephone Number s 5&- 7 ///a 7 6 Address �a � 95 License # 615_��s Home Improvement Contractor# Email Vi Worker's Compensation # W(J F4073V06 /U ALL CONSTRUCTION DEBRIS RESULTING M THIS PROJECT WILL BETAKEN TO L S�uw_xb�z /ll SIGNATURE �`'� DATE A FOR OFFICIAL USE ONLY , APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 50?0S o. 07/00�16�!(tr,� FRAME 1-Y 6YL INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL w GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. SHEET NQ OF TAYLOR DESIGN LLC CALCULATED BY _ DATE Q dQs� ` a CHECKEO:BY L,trr Ot8 QrrarrK SCALE �.._.. .: __.._................. »_._..._... . _._..,..__... ._._._.._.._..._ ._...._..... _.._�__...._., _ _ _ .. .r .... _. .._.......... ....._ ^2..3. '.. ....w. _ _ Co ArAO �t f A y /� 4 - - S _70 ✓_c.., P� _.. o. JOB qn y- A �/ DESIGN SHEETN0. � OF g e i A7 LOR ESIGN �UC CALCULATED BY��r— DATE�L*✓"' /. �{ CHECKED BY DATE '� 4►t'� 3't C3 l T l L SCALE C 3co 2AP Sens JW "®. IP` .� . L t ^� JOB AZAAw X;-XlA,4esLol9=, g� SHEET NO. �—+ ' OF s TAYLOR DESIO CALCULATED BY— DATE CHECKED BY DATE L9 CaqSCALE T:l >y s- 1`'�A��.vv . �-r r: �t`. . .. �-ram . . '7 . . { cam.- ( . -¢t®. � -PL�F LV-Ll Apia P o� z4D =- _ dd .. .. . . AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 THE OSPREY 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) ..:... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2 .............................12:5 12:12 Q MeanRoof Height ......................................................................(Fig 2).................... ...........16 ft :533' Q. .................. BuildingWidth,W ...............................................................(Fig 3).................................................. 44 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)...................................................56 ft <_80' Q Building Aspect Ratio(LNG ...............................................(Fig 4).................................................1.5 <_3:1 Q Nominal Height of Tallest Openingz ..........................................(Fig 4)..................................................6'-8"s 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).......................................I........................ 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 endfjoint of plate ............................(Fig 5).........................................12 in.:5 6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in. >7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A Plate Washer...............................................................(Fig 5)...............................................>_3"x 3"x,/4n Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)....................................................12 ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <_d N/A 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)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 .............. ..2 Q ( ) ..................(Tables 7)...................................,...................,.. Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in. 5 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. <_11' Q Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..........................................9 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. Q Shear Connection (no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................59% Q 5%Additional Sheathing for Wall with Opening >6'8" (Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.................................I........... ......................6'-8"5 6'8" Q Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing ............. Table 11 .................. ...............12 in. Shear Connection (no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)................................:.....................31% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ Q J AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CNM 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 ........................... — 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:5 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 THE OSPREY MODEL COTUIT MEAD MEETS MODEL COTUIT MEADOWS;MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv: On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -VVg 1EN THISEDGE RESTS ON FT3AMING USE Sd NAU AT fib 11 II 14 1 ,I Y U it 11 11 1 11 11 11 11 11 II 11 11 I 11 11 11 �( 1 1I fl II O 1 11 1l � N 1 IICC 11 11 1 i m it I a 1 co CA 1 11 l e oQ - u it 1 II J 11 i/ IY I! Q -11 Ir 11,E 1 IL u IJ � I1 � LI 11 1 II LI ,1 1 la r II 11 11 oil 1 11 1 DOUBLE EDGE -- HAILSSPACiNJG PAAiEt a See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7a0 CMR 5301.2.1.1)1 all ss Z � I. IL + FRAMING MEMBERS i EDGE 9T ERMEGIATE 8"GAIN. � e . ¢-_ STAGGERED 3"MMJ' WNL PATTERN PANEL PA1VE�EDGE DOUBLE NAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment • 4°FiYE?per Town of Bar iista la °^ RegulAtory Services Thomas F.Geiler,Director Tom Perry, Building Commissioner 200 Mafia Street, t-I-ya="s,MA 02601 wT .towa.barnstabl'e.ma.us li0ce: 508-862-4038 Fax: 50B=790-6230 Properrt-y Ovmer Must CoMplete and Sibgn This Section If Using A Builder a/ � � C4S O-W�er of the subject property hereby authorize _ to act on my behalf, in all matters relative to.work authorized b ' building permit application for; . dreSS or Jo ) / (Si e f er ate Print Name Q:FOF N4S:OZVrn7FRPM61SS1ON Massachusetts Department of Public Safety Soafd of Building Regulations and Standards License: CS-005645 i t Construction Supervisor I BRIAN T DACEY PO BOX 95 r U r� CENTERVILLE MA 02632 if o p l Expiration: Commissioner 0411912018 Construction Supervisor Restricted to: Unrestricted-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 State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS { f-A Deparftfnent ofIndustrial Accidents Office afIrvesagallons 600 Washingfoys StreeY Boston,HA 02111 w& xiassgovldla Workers Campensetion Insurance Affidaidt: Bufld�rs/Contractctys/FIeetilcian,.s/Plumbers Applicant Information Please Piet L Name (Business/OrganizaLionadividiig): /51-0"45AXE /Y3, ebilA116", Addrp-ss: city/state/zlp:crz,�rllr,l�")V/ fAr VIOSX Phoile#, Are you an employer?Check the-�pprdpnlate bo r Type of project(required).: 1.F] I.--,a employer with 4. [YI am a general. al contractor and I 6. VNew construction employees (fall and/or part lime). have hired the sub-contractors 7. ❑Remodeling 2.0 1 am a sdb'-.proprietor or partner- listed on the,attached sheet. ship andhaveha employees These sub-contractors have 8. Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers, comp.insurance 5. 0 W6 are a corporation and its ld.E3 Ble�ctricalrmairs or additions required-] officers have exercised Their 3.El I ata a homeowner doing all-woik rid t of exemption per MGL ILEI Plumbing-repairs or additions myself [No workers' camp. c. 152,§1(4),and we,have no 12-F-1 Roof iep=" s insurance required.]t employees.-[No viroikers' 13.n Other comp.i=, anceTeqaired_] !-Amy applicant That b.i#1 must also fin out the section blow showing their workers'compensation policy in h- nnation: TI-Iomeownem wb�o.submit This affidavit indicating they are doing all work and theii hire outside*contract5rs must submit anew affidavit indicating such. $:Contractoisihat checkil2is box miist attached an additional sheetshowing-Eia name of the sub--c4ontmaors and their workers'comp.policy information. I am an ernplayer that is P- ro-piding-warkers,cont ap icy ndjo, 4tc Uensadms[7-tsuraweefor my ernp7qyees. Below fs th ol a b s Insurance-Company Name: Policy#or S elflias.Lic. JC,)C eX Expiration D ate:_ Z)7 1L Job Site Address: Citv/State/Zip_ 7 IJhd 040(O Sc) Attach a copy of the warhers' cdapensaflon polidy declaration gage ag ge(sh-G--wmg the policy number and.expirationd.at.e). Failure,to secure covprage as required under Section 25A of MGL c. 152 can lead to the imposition-of.criminal-penalties of a fine up to $1,500.00 2ncl'oT one-year impriso=ent as well as civil penalties in the,form.of a STOP WORK ORDER and a ffit of lip to$2-50.0&1 a day.against fhe vdolaton �6 a&-viscd that-a copy of this statcm6nt may be fbrR7ard ed to the.0 f-fica of Investigations of thia DIA for insbiance coverage verification. I do,hereby aerfijyj awder r airts andpetrahales qfpe:)fray ilsat the iqfannadon provided a 017e is I-a-e&if d correct Date: 3IC9c9-A M& o F0 fqal use ordy. Do not write!n Thts area,to be coutpleted by ciey ur tcivn officird. F rffc�-:alase City or Tawm: PexmilMcense Issuing A uthorfty (circle tine): 1.R.oar d of Heilth 2.Rwil din.gDqjaAr eant 3, CLtT1T&Nm. Clerk 4.Eleklicaalrnsp-ector 5.k InU in- ng1wsp-ectar (5.Other con't-aa Person- Phone 4: 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 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/01/16 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01105 12/01/16 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 11/01/16 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 11/01/16 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 10/01/16 Wood Floor Specialists 508-888-3958 02/03/08 02103/13 02/03/08 09/01/16 1 IDHRegistry omeEn Energy Rating Certificate Rating Number Certified Energy Rater Andrew Popielarski 16 Spring Brook Lane Rating Date 03/15/2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated Annual Energy Cost 5 Stars Plus Use MMBtu Cost Percent Projected Rating Heating 43.1 $668 31% HERS Index: 59 Cooling 3.3 $180 8% Hot Water 12.5 $159 7% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 23.1 $1.119 53% :General Information,. : .� , µ.. Photovoltaics -0.0 $-o -0% Conditioned Area 2107 sq. ft. House Type Single-family detached Service Charges $0 0% _ Conditioned Volume 21161 cubic ft. Foundation- Unconditioned basement Total 82.1 $2127 100% Bedrooms 3 Criter Mechanical Systems Featuf2S This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 50.00 CFM25, Ventilation System Exhaust Only: 62 cfm, 23.0 watts., Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-45.1 Slab None Sealed Attic NA Exposed Floor R-30.0 _ Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 .Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test :180 State Rd Suite 2 Upper Lights and,Appliance Features sagamore Beach MA 02562 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 717.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 70.40 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. TempParcelEdit Page 1 of 1 OAMMTMILE Logged In As: Wednesday,January 162008 Frank Schlegel rc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 088 Street Number: 16 Unit: Dev Lot: LOT 88 Road Name: SPRING BROOK LANE T/R: Sec. Road: �__... .__....__ __.._._ ._ ...._ _.__ ....... .... . V, T/R: i Villlage: 07 - COtUIt Part of M/P: MAP 002 PCL 002 Plan Ref: JPLBK 617/69-75 (APP 7-62) Date Added: Updated: 12 REM � Delete, Add Another httD:Hissal2/Intranet/Proi)data/TemDParcelEdit.aSDX?ID=Add 1/16/2008 Town of Barnstable Building Department-200 Main Street foMA+A, Hyannis, MA 02601 Tel. (508) 862-4038 \ ` Certificate Of Occupancy Permit Number: B-16-1191 CO Issue Date: 1.0/18/2016 Parcel ID: 002-002-088 Zoning Classification: RF Location: 16 SPRING BROOK LANE, Proposed Use: COTUIT Gen Contractor: BRIAN T DACEY Permit Type: Residential - Land Comments: II Building Official Date: BUILDING DEPT ' OCT 1 G 51 '=; �� tier I �FEt3� TOWN OF gARNSTABLE —_ gri i Lw �micTL, mA BIJIUMNC :'0 30y, i 3'g c \C gtyiCRC rAC.! tiIA.C)2�r.1. IN1lll�?it Pr.Cf.({TiF!C1ait:;v PER IFC:C 303,1.1 BA•'� INSULATION Exterior waNs. ManCit�<'tt rer D"w R-V�'1Lie: Exterior%,waits:;other); Type: iG3�t �Nl interior Wallsl S+airvv.-IL Tyke:_ --- - _— -n-`dal Basei- ent \eiiir, ;:' Ty'�:. ------..._�,_'\J����u��•rr,�arcr.� ��aslt.�•-NSur� �6 _ Fiat t_611i,r Type; . __ riaf�l�o• Sloped cei'tngs.' . . Type Man 1. E3_Lr :JN INSs.•__Si'1(�N �r _ _stP�l Sti U t S. I i U OSE; i Exterior wal s_. Jp Settled fhic_ie - . 'nstalled t jk n P55 iiEfSet Cove taliCd delsity. --..._. Settled 1'hirl ,eSSR&S._�__ c t c:tu„>;; vz Ix _ _ Insfial�d t icl nz s:J C Iv,arae liie� Ar ettlr at ss: �C3 $ - _I' sta'ied, thick ,e s Via F6- V hP Irnstaliecl E1 u i 16.i ng Prc -t t . BuaLDINP Home Energy g Rati n Certificate Property OCT 18 20% HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 16 Spring Brook [16MN OF BARNSTA!Ra' ng Date: 09/14/2016 Rating Number: 21319 Cotuit,MA 02635 Registry ID: 040456405 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 57 Efficient'Home Comparison: 43% Better Heating 23.9 $667 31% General information Cooling 8.5 $155 7% Conditioned Area 2107 sq. ft. House Type Single-family detached Hot Water 4.6 $208 10% Conditioned Volume 21161 cubic ft. Foundation Unconditioned basement Lights/Appliances 23.5 $1131 52% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges :$0 0% Mechanical Systems Features Total 60.5 $2161 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 34.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 104 cfm, 23.0 watts. 2012_International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Watts R-21.0 Infiltration Rate Htg: 845 Clg: 845 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 State Road Suite 2 upper Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas Sagamore Beach, Ma. . Percent Garage Lighting - 100.00 Clothes Dryer Fuel Electric 888-503-2233 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. .._- U L N ..........................._.........._..._.._..................................__.._..........._................_....... ........................................_.....__......................................................................................_......_...............................__-.............._.................................-- Lo --._ ___. --- i..,.�— _ .. --— ._...._._.. — - -- _ — ` I __._. .... :- _- .. J h ........................... . —. __. 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DATE 508.420.1296_ — — -- �- 8 WEST BAY ROAD -.......: ............... ..__- ... ......................- ......... __........... - OSTERVILLE,MA - � 02655 -- -- —.. — FIRE DEPART DATE ....._.... ..... -. - -BO-TH SIGNATURES ARE RE UIRED FOR PERMITTING — S:fl - — ... �f II II - - ......... _:.:. -- - - 1111I -- - --"- -----_ - — = -- _....:. .- _............. Q z - coLILL L — I II II I � I II II I �—__.J �-----J (s) � W 0 f _ 11 SHEET Al in _ _ - _ - - - REAR ELEVATION JOB: 1609 SCALE: 1/4"=1'-0" '—' DRAWN BY: KW - DATE: 4/10/16 N V � in N Ln......... _.._.. ._..........._..._ ....._... ._.._ _.. ...... ... go ......—....................:............................. ........................................ .................. _....._..._.------....---._._....._..._....__._....-..._....._....._..._.__. rr� ......................................._..............._........................................................................._. 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I1T,I W M 0„. -_ T..l?.1.T' _ FINE LINE RI6HT ELEVATION ARCHITECTURAL SCALE: 1/4"_V-0" D E S I G N ......... .......... .......................................... _ 508.420.1296 m .-- --- .. ... .... .... ..... ....... ... .... ..... .... ...... � 8 WEST BAY ROAD OSTERVILLE,MA -- 02655 .. _ .... .. ..- -- ........ - .. .. .. W - - - _j O WFM ..............------ � - -- - ......................................... ............. .............. ................................... ................. .................... ._. _ Q Q � _ � � o CA ................ ........... ❑ � W � W .......... a W O SHEET LEFT ELEVATION SCALE: 1/4"=1'-0" A 2 ❑ JOB: _ 1609 DRAWN BY: KW DATE: 4/10116 r sTeF N _ f� 1YY����III O 2-0„ _ _ .._... ...__ __-- ...52 16-1 3/4" ..... ........._.............. _.._-.--_. L ....... ..... .. .......... 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SHOWER - v _= BATH 1: 508.420.1296 C WIG — TILE 8 WEST BAY ROAD 4.. r 1e'-0• .LIVING' M O O`i� - OAK ® OST 02655 1 'MA F/L LITE O I 3O r O r w m ry ° I 4 W m O O p I O W I 4 c X W 24410 5'-2" IQ\ O z 11a°x60-va 53 (V I_ a W A 52 SHEET A3 FIRST FLOOR PLAN 2•-3" q•-0�, 1'_6" 9'-0,. 2'_3" 5'-0,� SCALE: 1/4"=1•-0" JOB: 1609 24'-0" DRAWN BY: KW 24'-0" DATE: 4/10/16 f� 11•_8" 24'-4" O lo _ J � X OD U) i 20 ............ ............. .................................. - - 20 _ 8`iCNEE YQftL- - .. ^/- �' -_ - ... ._ ... .. _ li O ry OFF E m +— �G .. — — --- — — 1 OAK 11 _ 2'-4" u- 20 11 d hill in BED RM #2 M � __. ... .... __. .. -: ... - OAK. 2¢- 26 W 2P —. _ — ._— — — .. 41/4'. 13'-3 1/2 3 6 3 6 W .: W.. . ... ..... ... ._ .. ... . 2— �,z e m 2 .... ..... .m .. _Fwsra neoV . - 3 2xB BED RM #3 --- . FWSH A60YE - — OAK. .. .. ... BATH #2 FINE L I N E _ - ®' s'KNEE WALL cl 4 ARCHITECTURAL .._ _i LINEN -. .._ I I 26 ® .. DESIGN _ - FL �- .- OPEN TO I. ... .......................... 6ELOW 2JC4 .. - -... .. .... .. .. .. - ..... .............................. — — -- — sos.azo.iz96 .. _ --- .. ----- ---.-_.__.. .. 8 WEST BAY ROAD OSTERVILLE,MA- 02655 .. Nr jm .... _ I I W z � 3 N - - N �' F- � O W U 8 6 24-0 24-0 16-0 SHEET rl� 5EGONIO FLOOR PLAN SGALE: 1/4"=V-0" - JOB: - 1609 DRAWN BY: KW. DATE: 4111V ---------------------------------- 12•-0" 0 a � r^ Yam' bxb P.T.P05T -GALV.METAL P05T ANCHOR YYYyyy^ ^ 0 12""50NO TUBE"CONG.PIER — - r 1■ v J h 4 i I =fI % ^ 00 o F, In I. HALF *'1. BULK r W HEAD I�1 I I V [L IDROP T O W1 :. - - - - - - - - - - - - - - - -- - - - � ,.1L - 6 J ' � - - - - - ,� 0�. -_ d o ry -- PROF"-_YIAL—L PROF' LL TO46" _ wTO .f�7f V 2x6 in STUD MALL ABODE /� o' I a"x 46"CONCRETE WALL 1`�'1 10"x16"CONTINUOUS FOOTING \ J 4 00 IF J t v ? FULL SA5EMENT Z ® c v 3 1/2"CONCRETE SLAB , "- ;4 �M- O, MIL VAPOR BARRIER 4 � _ I 4x4x.25 T5 - -`: ,; F 1 N E L I N E r ARCHITECTURAL PKT V- V,: -9 1/2"LVL GIRDER v,;, C':;:; ,.```' L BM k 4x4x.25 TS / PKT '�� S I G N � ` "i' 3 1/2"PIA.STEEL COLUMN�:._`` ;_.1 (� / I O 36"x36"x12"GONGRETE PAD - +` .. L _ — — — — — — - I 508.420.1296 .. r — — — — — — — — — - — — — — ; v m O CONTINUOFOOTINGOS 026 8"xY 9"CONCRETE WALL 8 WEST BAY ROAD OFFSET ry - b ib"x1 " U5 TERVILLE,MA ep DROP 2'TO — 55 WALL ALIGN ' — — — m- AT DOOR STUD - ; - WALLS .D `' .. U - — .=gyp = Z'. — e 24'-6" } 4 — — — — J W O I - OFFSET 2„TO I " ALIGN ,3 STUD .. - WALLS `Q Q v 4 I C I I I � 1`IYl n GARAGE pL W 4"CONCRETE SLAB ` NOTE: ra/bxb WWF 5/8'ANGHOR BOLTS Q U J O EMBEDDED 7" a x3-9"CONCRETE WALL I SPAGED 32'O.G. ry N 1b"x10"GONTINUOUS FOOTING I Q - 12"FROM CORNERS - Q WASHER5 3'x3"x1/4" FOUN12ATION PLAN � w Izzti O . DROP DROP I �, I •" WALL— — � WALL ° AT DOOR - AT DOOR } — — — — I eLk�ar ,h SHEET - - - - - - - - - - - - - = C - - - - - - - - - - - - - S1 24'-0" 15'_9" 4,-0" 4'_3" 76,-0,. JOB: - 1609 DRAWN BY: KW DATE: 4I10/16 ' N (') V � Ln N 0 N RIDGE VENT - �MJ J In - Z OD it Q 12 Lo 12P7 2x8'S®16"O.G. Z J W .. u 280#ASPHALT 5HIN6LE5 OVER 1/2"GDX PLYWOOD W Q UNFINISHED 0_ ,.. 10 RAFTER®16"OG RIGID WIND WA5H B cy BARRIER REQUIRED STORAGE AT EXTERIOR EDGE OF EXTERIOR WALL "HURRICANE CLIP" TOP PLATE U) r' 50 PSF_- FASTENERS AT ALL N RAFTER/TOP PLATE } JUNCTIONS TYP. 2x10'5®16"O.G. FASCIA HEIGHT TO MATCH HOUSE FASTENERS ATIALL - N T SOFFIT VENT- RAFTER/TOP PLATE - fW/t - T W72x35 JUNGTION5 TYP. RIDGE VENT W W STEEL BEAM z m O .. - .. 2x12 RIDGE 6Or, 2x STUDS®24"Or,2-GAR GARAGE . BLOCKING 4'-0"O.G. IN FIRST TWO JOIST AND RAFTER R-38 INSULATION F I.N E L I N E BAYS FROM GABLE WALL - - 4"CONCRETE SLAB- 2x8'5 0 52"O.G. ARCHITECTURAL BED RM #3 D E S I G N 8"x46" CONC.WALLS 280#ASPHALT SHINGLES 12 ry 10"x16" OVER 5/5"GDX PLYWOOD CONTINUOUS FOOTING - - � 2"X 6"PRESSURE TREATED SILL �12 . - OVER SILL SEAL N� - - . _ _ - CONCRETE FOOTING 16"X 1o„ 2 X 10 RAFTER®16"Or, G 608.420.1296 v-� .. _ S WEST BAY ROAD "HURRICANE CLIP" OSTERVILLE,MA 24'-0" _ : FASTENERS AT ALL ASV vJ 02655 RAFTER/TOP PLATE 1 1 .._ JUNCTIONS TYP. T - 2x10'5®16"01- VENTED DRIP EDGE R-21 INSULATION MASTER GROSS SEGTION ry w SCALE: 1/4"=r-0" MASTER BED BATH -� z 111W��� O WHITE CEDAR SHINGLES OVER . - 1/2"GDX PLYWOOD. (2)1 3/4"x 9 1/2'LVL GIRT. Q O z R-30 INSULATION 2"X 6"PRESSURE TREATED SILL H 1 OVER SILL SEAL F > r O W GONG. ALLS 3'-10"X e" - y BASEMENT W w - - 4"CONCRETE SLAB . - VAPOR RETARDER - . ._... ..: . CONCRETE FOOTING 16"X 10" 24-0 SHEET GROSS SECTION B 5GALE: 1/4"=V-O" 3.2 .. - JOB: 1609 DRAWN BY: KW DATE: 4110/16 RIDGE VENT N 12 N ix8's®16"O.G. RIGID WIND WASH BARRIER REQUIRED 12 AT EXTERIOR EDGE OF EXTERIOR WALL 5 1/2 16 O L Ln TOP PLATE �py® 5:: L (3)2ic8'S .. BEAONG _ _ W 0 51MPSNE RFLUSH HDR H2.5 -55 INSULATION ^ J Ln FASTENERS AT ALL 2x8 ®16'0. + e "HURRICANE CLIP" ,..� RAFTER/TOP-PLATE JUNCTIONS TYP FASTENERS AT ALL . C RAFTER/TOP PLATE 0 \ JUNCTIONS TYP. W OD BLOKING C 4'-0"O.G. L IN FIRST TWOAND RAFTER JOIST AN RAFTER BAY5 FROM GABLE WALL BEDROOM HALL 3'-s 3/4" - 280#ASPHALT SHINGLES W OVER 1/2"CDX PLYWOOD INN U 2 X 10 RAFTER®16"OG n. 12'-113/4 N o . - 2x10'5 016"Or, 2X109®lb"Or- Im < 0 1 SOFFIT VENT MO X 45 STEEL I BEAM �i J � +� - R-21 INSULATION Fd�1 o A �- . X O ry ry ALL WINDOWS TO BE ANDER50N WINDOWS f1I O KITCHEN LIVING Lowca W Q Z _.._. ...............- .....- ...... ............ m ^� 2x105 016 Or- .. (3)1 3/4"x 9 1/2"LVL GIRT . R-30 INSULATION IIIfJV' F I N E L I N E LF.. 2"X 6"PRESSURE TREATED SILL OVER SILL SEAL ARCHITECTURAL BASEMENT D E S I G N GONG.WALL5 T 6"X 8" 4"CONCRETE SLAB - III CONCRETE FOOTING - 508.420:1296 8 WEST BAY ROAD - - OSTERVILLE,MA - - 02655 uu 2x8'S 0 16"O.C. GROSS SECTION G 50ALE:1/4"=V-0, W 1ryy® w z0 2x8'5®16"O.G. - "HURRICANE CLIP" - - FASTENERS AT ALL . .. L RAFTER/TOP PLATE ,L,1}L w STEEL BEAM - JUNCTIONS TYP. co O ' Q QO z vCA D 6 GARAGE O W U OL LLl Q O (3)1 5/4"x 9 1/2"LVL GIRT P-19 INSULATION ,1 CONCRETE FOOTING SHEET 16"X 9" BASEMENT 33 — III CROSS SECTION D ' JOB: 1609 .` .:.: ... . ..... .:.,.. ,. .: ::.. ..,:,... , :... ., . .; 5-ALE: 1/4"=1'-O" �.:«•� I DRAWN BY: KW - -DATE: 4110116 ' � N u N O Ln 1� 41 p J n Z � n Q H N Z U o Q o '. 00 Vl W In (2)9 1/ "LV L 61S T O im W cn a FINE LINE ARCHITECTURAL DESIGN 508.420.1296 .8 WEST BAY ROAD OSTERVILLE,.MA 02655 W Q� 3 co QO � z W U J !Y W O SHEET FIRST FLOOR FRAMING 34- 5GALE: 1/8"=V-0" JOB: 1609 ' DRAWN BY: KW DATE: 4M0116 I frl V N O - O W MONO A w O t 1-- r? ii Z .. LL 2x O'S V im 4 O tn Ln w o� w .. � w 'Q m 0 Er im . :. : .. . J: ry FINE LINE ARCHITECTURAL OPEN To : D E S I.G N BELOW - SD8.420.1296 - .. 8 WEST BAY ROAD .. �.. ... � :. ... OSTERVILLE,MA 02655 J z 0 o IN d/ � Ll1 111 a O SHEET 5EGOND FLOOR FRAMING 5GALE: 1/5"=V-0" 1609. .. DRAWN BY: KW DATE: 4/10/16 ' N (D �►�}} N v) rr Ld p V J V) z > � Go 00 �LLI„ V) . Z �..� U o Ld o d o � r n A o 12 IDG \/J rrrM��� Lo - (2)161, L R DGE -- Z .._..._____ W co RAFTER5 2XI05®16" J FINE LINE DORMER .. - - - ARCHITECTURAL - - - ;' DESIGN . -� POF MER J v v n n 508.420.1296 - - 8 WEST BAY ROAD OSTERVILLE,MA 02655 LU ..Ok �. ry w O Qo � z � -j o r o W U J W Q O SHEET. ROOF FRAMING SIG JOB: 1609 DRAWN BY: KW DATE: 4/10/16 Fou n dation Certification in Barnstable , MI. Al Prepared For 16 Sp rin g Brook Lane Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-088 Baxter Nye Engineering . & Surveying S 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 MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, Page 158 Phone - (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1 = 20' 06-01-2016 Job Number: 2005-214 N/F COTUIT- MEADOWS HOMEOWNERS ASSOCIATION, INC. DEED BOOK 23161 PAGE 59 PARCEL ID: 002-002 OPEN SPACE / 56„ N 7�22 96.50 000 N o± Q Z t t;srj� 5.4! 12.4 co � � € 101 N 4 o7.2 N 0 EXISTING FOUNDATION #16 m b LOCATION DATE 05-31-16 i rn 16• 0 N 2.0 ;,� o 24.0' 6.0 N LOT 88 N/F COTUIT EQUITABLE HOUSING, LLC 1 0,12F)f S.F. DEED BK. 21804 PG. "41 0.23f ACRES PARCEL ID: 002-002-089 2 131 4- L=89 . 00 ' R=160.00 SPRING BROOK LANE / — 0 O Q Q O I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN OFMAS,s, COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20/10/10) AS NOTED IN TOWN OF a� car BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO SHANE g PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A o SPECIAL FLOOD HAZARD AREA. `®' MALLON 0 ly®.486.67 THIS PLAN IS NOT TO BE RECORDED OR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. O cSS\®�� G���C ` Soa�`�� REGISTERED PROFESSIONAL`LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE s N 0 GENERAL NOTES: I. 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: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: ` SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED Z A„ HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WEflANDS PROTECTION ACT REGULATIONS (310 CMR 10)." VEGETATEP 12- DEEP S+ ',� ° �� SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP ` RAIN GARNN (125 MAP OCTOBER 1, 2006 CERTIFIED VERNAL POOLS. C.F.\�STORAGE) �; �� \ Z`; ; SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1 ;1 BOTOM / BOTTOM - 9. �I 1, 2006 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, , REGULATIONS (321 CMR10) VEGETATED 12" DEEP*�� OPEN S�ACE ;` �4 2Ate E I '` LOT 86 SITE RECI WITHIN A STATE PROTECTION APPROVED ZONE If GROUND WATER RAIN GARDEN (125 I I I C.F. STORAGE) TOP-55.0/ pOK 5910 BOTTOM 4.0 r r' r `� 1a, 5 -- �� LOT 87+ y�i CONSTRUCTION NOTES., r i 04.0r 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PUNS FOR COTUIT MEADOWS, DATED oG; 6 25 07, SUL HEREBY APPLY TO THIS SITE PLAN. - 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUT MEADOWS, PROVIDE (1) 6' DIA. \ �� , , —LOT 8$ 3.0 J DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS: x 6 DEEP LEACHING i N 8' - MIN. COVER SWILL BE 3 FT. BASIN W/ 1 STONE l Oil 26 S.F. ,0 1 • -' SURROUNDING-{OR-------_ o g4 % 0.23E ;CRES INV.= / -' - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES ALTERNATE z ,o', �; a �SE 52.E cn AS REQUIRED BY BARNSTABLE DPW. OF 89 CF) VOLUME s $ y'� PR«'08� (M18.�' ss.o Z , - MINIMUM SEWER SERVICE CONNECTION SLOPE SWILL BE 2.1X. CONNECT ALL ROOF DOWNSPOUTS TO �+� \G • �'` ¢ •a �'r A LEACHING BASIN G. 24'0 RO LOT 89 \� - - �--- � Cotuit Meadows Subdivision \ 240V/''d '20' SETBACK ' r a ; &_ - Cotuit Barnstable, Massachusetts PREPARED Fat ' w� •`��, N,` ,-�' COTUIT EQUITABLE H �86.6 Q OUSIHG, LLC 64.s > CURB -__ T __ P. 0, BOX 95 ' x STOP -89.0 N + w Centerville, MA 02632 ' CLE c Site Plan OUT INV.- Lot 88 w IS alp-ring Brook Lane V IN A /g00 �-- - 2% _ �; BAXTER NYE ENGINEERING & SURVEYING NV T-51.4 Registered Professional -`� _ Engineers and Land Surveyors 1H of 64.17 / '' �s53 8 LOT 102,'! LOT. 3 �� � 78 North Ste�eet,3rd Floor,xyannis,MA o2601 ten? ,,,,�„-,,.,� 5 Phone-(508)771-7502 Fax-(508)771-7622 0 w EDDY C CIVIL N o No. 43183 20 0 20 40 �0iSTf_?l /p AL ENS SCALE IN FEET _-ZED SCALE: 1" = 20' LEA 05- 16 REV. DATE. REMARKS L0Tn88 s c-7 c� $ � �=$ ORAM�NG NUI►IBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 ,