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HomeMy WebLinkAbout0199 PHEASANT HILL CIRCLE 076 Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Patrick Daley 199 Pheasant Hill Circle Rating Date: 08/08/2017 Rating Number: 35079 Cotuit, MA 02635 Registry ID: 063473516 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 56 Heating 42.9 $634 34% General Information cooling 1.5 $82 4% Conditioned Area 2341 sq. ft. House Type Single-family detached Hot Water 8.6 $109 6% Conditioned Volume 23523 cubic ft. Foundation More than one type Lights/Appliances 21.7 $1061 56% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 74.7 $1886 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 65.00 CFM25. 2012 International Energy Conservation Code Ventilation System Exhaust Only: 67 cfm, 14.5 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-44.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling. R-33.9 Window Type U-Value: 0.280, SHGC: 0.330 Above.Grade Walls R-21.0 Infiltration Rate Htg: 927 Clg: 927 CFM50 Foundation Walls R-15.0 Method Blower door test Certitied HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 state Road Suite 2 Upper Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Sagamore Beach, Ma 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. YY ��/ _ c� q PQj-zA CiUj Jb P-9 �Q K)B SIT_At T7& Fhuav%- ,i�i(�_- r-Pule MA MAP INSTALLED BUII.Di,\'G PRODUCTS r-Ct Box nos SAGAMIORE Bt_ACK., IV4A G S62 INS-JUIF;dN CEr'.i trIG;T InN PER iFCC 303_7..1 BATT I!NSU1-ATgN Extzrior . ifs: - Yoe: Extedo.r k ally otrcrj: A;r, Va'iS J S Tyne: T R-U81ue. Interior Walls/Stairwell: --- Type; • Base:meen,.t.�i_eifing: - Type Flat Ceilings: TYP2:� _�_,fJla,nufact:ireri Sloped Ceilings; Type_ Manufacturer —•__-- _._ R-Value; ciuwN 1NSUiATI(�N !FIB�RvLASS O4 Cli_U_QSFI Exterior wall;: Type --- Manufacturer; Settled Thickness: !,. _-_—Ir�talled thickness:—.— Settled R-Value: Insta ;ed density: Coverage Area: - -- Nur,k,er of Ba _ _ --- Flat Cr nn s: Type ri�5�2 _ :!vlar:uiacturer. �I.i)i2s�.S r_ CISYZ�/ _ Inst<?Ned chiclaie,S:Y/ Settled Thickness:: .1 — 5et;1rd !, � Cc v._raga L [.d� _-_.. a.,!e —_ .-.�_Instrl aeris!ty: - l�re3, -- Number of Bags: Sloaed�CCeiI , s: Type -_. -L s Mlariufa.QLIr0,r: diV�asC 1 installed thickness) Settled 1 hid' tress._ t p -_ _S� tl�d P ���lue -Vk _ Installed d4n5ii. Coverage.i:rca" Oelr of Y•. ._ For TM,AP lnst.aNed Building%ProdL! . � .g. - 2' lx " Aw , � Y L �' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 6 SUILDOv(;DEP7 .1; Application Health Division NOV 29 2016 Date Issued Conservation Division TOwN $ Application Fee0�BR 'Planning Dept. � Q Permit FeeIlZao Date Definitive Plan Approved by Planning Board - C> Historic - OKH _ Preservation/ Hyannis Project Street Address 11 CYYI Village n�,, dq Owner 0,2 1UL7 gu5inAddress Telephone 0 ' ' Permit Request 10 eor O` 3 & " OC `l G.J d Square feet: 1 st floor: existing proposed /V52 nd floor: existing proposed Total new /SZ Zoning District Flood Plain Groundwater Overlay Project Valuation 6W Construction Type !' Lot Size �% �2� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑,Yes JJ_No On Old King's Highway: ❑Yes RKNo Basement Type: XFull ❑ 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 'Sew Total Room Count (not including baths): existing _new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑ Other TTTT Central Air: Q�,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: 2 a)(7 Zoning Board of Appeals Authorization ❑ Appeal # Recorded 0 Commercial ❑Yes 14 No If yes, site plan review# Current Use Proposed Use ` APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name %N �0.0 Telephone Number Address �JO}C �1 (v�t�F' ll� License # 00 !%Ift- I Home Improvement Contractor# Email V11a 6te-JAWJJt1\A, CQ1*- p Worker's Compensation # ALL CO RUCTION D RIS RESU TING ROM THIS PROJECT WILL BE TAKEN TO ur SIGNATURE DATE t1r<<e FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: zOK rou-N �l Ind FOUNDATION s ke-Act �oL�-� C4p F--Ail► r �-to-l"� 0-< FRAME 17 2A ftm.14 Q� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL 19 R FINAL BUILDING loK DATE CLOSED OUT ASSOCIATION PLAN NO. I , I 'r O Bowers, Edwin From: Paul Rhude <prhude@cotuitfire.org> Sent: Friday,August 04, 2017 10:10 AM To: Bowers, Edwin Subject: Fire Inspections - Cotuit Hi Ed, 23 Point Isabella Rd and 199 Pheasant Hill Cir have both passed their fire inspection (new construction). Permit on location signed. Thanks, Paul QAJ A Paul Rhude, Chief Cotuit Fire 64 High St. Po Box 1632 Cotuit, MA 02635 (508)428-2210 Office (508)274-6086 Cell 1 Town of BarnstableYiEiPT 200 Maize Street, Hyannis MA 02601 508-862-4038 t Application for Building Permit Application No: TB-17-1745 Date Recieved:, 6/5/2017 Job Location: 199 PHEASANT HILL CIRCLE,COTUIT Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State Lic. No: 15920 Address: Po Box 248, West Chatham, MA 026690248 Applicant Phone: (508)945-1100 (Home)Owner's Name: COTUIT EQUITABLE HOUSING LLC Phone: (508)771-1040 (Home)Owner's Address: PO BOX 95., CENTERVILLE,MA 02632 Work Description: New construction duct work Total Value Of Work To Be Performed: $5,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Eric Whiteley 6/5/2017 (508)945-1100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : .$5,000.00 Date Paid Amount Paid Check#or CCii Pay Type Total Permit Fee: $85.00 6/5/2017 $85.00 XXXX-X)M XXXX- Credit card 2793 .... .... .......;.. ........ _. .. ....... ... ...... Total Permit Fee Paid: $85.00 Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Projected Rating Certified Energy Rater: Chris Mazzola 199 Pheasant Hill Circle Rating Date: 11/28/2016 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: 57 Heating 26.1 $643 31% Ge-neral information Cooling 7.7 $141 7% Conditioned Area 2341 sq. ft. House Type Single-family detached Hot Water 5.3 $173 8% Conditioned Volume 23538 cubic ft. Foundation More than one type Lights/Appliances 20.4 $1103 54% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 59.6 $2059 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Tms n `'el5eets ri � in exceeds the minimum critea f6rThe- . Duct Leakage to Outside 84.00 CFM25. QT2 International Energy Conservation Code Ventilation System Exhaust Only: 46 cfm, 14.5 watts. oO SProgrammable Thermostat Heat=No; Cool=No Building Shell Features Ceiling Flat R-38.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-33.9 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Foundation Walls R-0.0 Method Blower door test Energy Raters of Massachusetts Lights and Appliance Features 180 State Rd Suite 2 Upper Percent Interior Lighting 100.00 Range/Oven Fuel Electric Sagamore Beach MA 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 info@energycodehelp.com Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. zl:e AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 HERRING RUN MODEL-COTUIT MEADOWS COTUIT, MA Q Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust)........................................_........................_ .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories :5 2 stories Q Roof Pitch ..........................................................................(Fig 2) ....................................................9<_ 12:12 Q Mean Roof Height .....................................................................(Fig 2)....................................................15 ft <_33' Q Building Width,W...............................................................(Fig 3).................................................. 45 ft :5 80' Q Building Length, L ..............................................................(Fig 3)...................................................62 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)....................................................1.5 :5 3:1 Q Nominal 2 Height of Tallest O enin ..................... '- " 9 P 9 ...................:.(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 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. N/A Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 in.<_6"-12" Q Bolt Embedment-concrete............................... ..........(Fig 5)..................................................7 in.>_7' Q Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_ 15" N/A PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x'/4' Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)....................................................10 ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft !-d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9)..........................................................:......... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)...........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_ 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................12 ft <_20' Q Wall Stud.Spacing .......................:................................(Fig 10 and Table 5).....................16 in;:5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)............................................ ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-16 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W 1 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 0 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)..........................................3 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)..........................................3 ft 0 in. <_12' Q Sill Plate Spans...........................................................(Table 9)..........................................3 ft 0 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).,....................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6'-8"<_6'8" Q 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)......................................................15% Q 5%.Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed?.............................................................. .. Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ..........................................:........ (Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............. ..............................U=303 plf B Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf B 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 I HE HERRING RUN MODEL-COTUIT MEADOWS COTUIT, MA MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d vi. staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 -WEN MIS EDGE RE913 ON PRAMINGElSE&f NAIL$ ...-.ff__ -IT---- -- 11 11 11 Ir 11 1 Y 1.1 ,I 11 11 1 11 11 11 11 1 11 111 11 11 11 11 1 11 I 1 1 11 1 l r it 0 , 11 - Ir 0 11 If 1 W 1•I �y Il F[ 11 I r W 1 O. II J 11 11 1 U u 11 F i Ir ii ii 3 i IN II 11 11 11 11, I 1 UOU9LEEDCaF -- NAILSPACING ----- + PANEL 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(7ao CMR 5301.2.1.1)I s a ' 4FIQ� i i i Zia � r �4 II I1 i FRMING MEMBER$ i r EDGE WERMEDIATE r I 9B' r _ Sf8' s PAIN. r -L- ' ^ -- ^�9 STAGGERED "MIDI AUUL PATTERN PANEL PANOL EDGE DOUBLE NAIL EDGE SPAUNG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment Massachusetts Department of Public Safety t _a Board of Building Regulations and Standards License: CS-005645 .:' , Construction Supervisor BRIAN T DACEVPO BOX 96 CENTERVILLE MA U6322 �= k 4 l�� Expiration: Commissioner 04/19/2018 j Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. G j. y y Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: ViM.MASS.GOV/DPS j 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 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 Department Of Industrial Aeci dents Office of IT--wens gadons Boston,.( 02111 Workers Cmpensedou hMnrance A ds-M.- u- mbens ApHeant 1MGMation Please Frhat Lep iy NaM-e(Business/Organizat;on/Ldividual): t " ' F Address: ' City/State/zip: l ` A 29 �ZO - Phone�� '? :� /a �� `�` Are you an emgloyeiZ CheCkffte•appr6priate�€�..' Type of project(req ireo): 1.❑ I ann a employer with 4. I am a general contractor and I 6. ['New consiauc&n . employees (full and/or pait•thee). have hired the sub-contractors 2.❑ 1 am a sole proprietor or partaer- listed on the atta.ched sheet.t � ❑Remodeling ship and have to employees These sub-contractors have 8. Demolition woAing for me in any capacity. workers' comp.insurance. g. ❑Building addition VO workers' comp,insurance 5. ❑ W6 area corporation and its 1eq ed,] off have exercised their 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all work• right of exemption per MGL 11.❑ 1'lurnbing repairs or-additions S.lys elf[No worlds' camp. c. 152, §1(4);and we have no 12:❑Roof repairs insurance required.]i employees.-[No workers' COMP.insurance required-]-] 13.❑ Other *Any applicant that checks boi#1 must also fM outthe section.below showing their worlx&compensation policyinfomzation: t_Homeowners who.submit$ris affidavit indkedng they are doing a1I work and then hire outside xnt;actors must submit anew affidavit indimfing sucb. #Coliractois that checkthis box muse attached an additional sheet showing 1hp name ofthe sdb-contraotors tndtheir workers'comp,policyinfometion. I am an encployer that is pra-pidina 7patkers'eGnip:ensadaaz i7Uaran-Ce for Fny ernplo��eeS. Below is tlaepoZiey¢ttcZ�ah she LFZ�03F1E�ii�t73. ; , ' Insurance CompsnyName: Po1_i;y#or S elf-ins.Lic.#:` 7�j _ Expiration Date: Job Site Address: -1� otca� 9d CL r& City/State/Zip: 1 Z&5S A taeh a copy€rf the workers' €€rmpensation palidy declaxedc>a gage(shawseg the poky number and e���atia re€late). Failure to secure coverage as regu;red under Section 25A ofMGL c. 152 can lead to the irnpositiors of erhnfi al penalties of a fine up to$1,500.00 and/or one-year ulprisonm.ent, as we11 as civil penalties in-E%e form.of a STOP WORD ORDER and a f-In e of lip to a250.06 a day.against Me:vsohtor. RP adviked that•a copy of this statemEnt maybe forRTarded to the Office of Investigadons•ofthe DIA for insurance coyerage verification. Ida heteTy cexdjy r,der tke pahts and.penak e o f e. �� � t zEe rr cx rxatrcr a pro ta'er � o-�re Zs e kad colre& .0 hlay-i C#: 1 V 14 V Off,E a F:�'.4'e 0rtlj-I -Do not i riM lit z'Afs a.req,to be cmi-rp'leted by city or fwvn ai�C€ pity car I`awn: Permit/License 7 :Css�>�g Authority (Circle ene): 1.R.card of:'ealth 2.E ldi.g Departraeut 3.Cityffe,w .Clerk 44.E1earicyl LI.,sp-ector .P`1aIn-bin.g I> p eats 6s.Offier Costa-elP'er�a : Ph can 4: i t RegulAtory Services Tho as F. Geiler,Director Wsa Building Division Toth Perry, Building Com--nissioner 200 Main Street, Hya=is,�02601. I �t�.tor��,barnstable.rn.a•us Office: 508-862-4038 I Fax: 50B--790-6230 I Prop er ty Ovme' r Must CoMpleto mad. Sign. This Section If Using .ABujlder CoI, o 441te 1 , as Ovmer of the subject property hereby authorize _ t ( to act on my behalf, in all matters rela&e to.Work ihorized by this EvAdlx permit apgcp-don for: . All Ouf-d,�O (Addi-(--ss of Job) ' sign e Owner Date Print Name Q;FOF r%4S:0',,nBFp*—PMfIS SIO1Q TempParcelEdit Page 1 of 1 $.� S 9fi� ��� f 11 ,�/�/�.yfy f'( '/ `` L•� t i" -�.,��� t� �� "�iFLF!` �`i/ ��'. j,F�'F��� 'JS £ &€45r4. `'STA�5, .�� / �.h 2 .gig `,`� g s� "u4tca?s: s yr Yt ..` .. x n act a`� �' ��y���;v s., �..si..ri.. .....,:...� -yam. . j .;,>.�,a�.,.a..?: �,..•,_ s „.r,.,,. d'�.'' :.ba s�WIN, ;.., Logged In As. n Wednesday,January 162008 Frank Schlegel ew Parcel Application Center Road System Reports Road System r The record has been added. } Nevi Parcel Detail r New Mapparcel: 002 002 076 Street Number: 199 Unit Dev Lot LOT 76 <, �' Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: T/R: Ell Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: JPLBK 617/69-75 (APP 7-62) Date Added: Updated: U � Delete Add An07 other pdafe A Y 1 ++,.•//:c c n17/Tn+ram na+/Urnrr��+o/Tamr�AarralF�i+ acnv9TT)=A 1M i/i 6/?nnR ooa_� AD fb� Fou-t fif : Ceftif' ation 'n Oorns Oleo MA, .......... Fre tired For Pheasant Hill" Circe Motu° Meadows Subdivision of;Barnstable Assessors Map,: 002 ParceF 002-076 Baxter Nye En . in eerin , �c Surwe .l Zone�'X° (unshaded) ,4 FIRM Comrrrun�ty'Panel Number 0250OOi. 0539. J - 9 g y g Effective: Date July 16, 2014 Registered Professional OWNER Cotu'c, Equitabie Housm.g, LLC @i Deed 'Book 21804 Page, 4 ' Engineers and Land Surveyors OPEN SPACE Cotuit Meadows Horneownq's Association,, Inc: ® D`e'_ed 78 NOrfti Street, 3rd Floor Book 23161 Page 59 Barnstable Zoning Board of Appe°als,Ata. 2005-082 Deed Book 21059` H2Onis, N1A,; 02601 Page 158 Phone — (508) 771-7502 Fax (50$) 771=7622,; Minor Modification Noy 1 ®`:Deed Book 22249':Page 282 SCd)e 2016' - _ Job.Number 2005-214 PH�A$AN HILL CIRCLE' o _ ; z R 00 A- °o' ./ 9V/i`` STEVEN Ai KWiETNIAK AANNE L. O'NEIL Y' h: D€ED BOOK 28168 PAGE 265 - PARCEL I1):.'002-0027-075 6' 2 in w.` r•30 � 0 =b �ti EXISIIIVG FOUNDATION;: P99 LOCATION DAlE 12/20/2p16 o' N ' S0 DEC 2 9 2016 ry L4T 76, T®WNN'Oir BArri1�.s S..F. � r � 0.27± ACRES�, N/F:,STEVEN & \1IRGINIA. R ANDERSON DEED HOOK 28374 PAGE 235. c�6`Z PARCEL ID :002 002 077 N/F COTUIT MEADOWS: ,..,_, HOMEOWNERS ASSOCIATION;,, INC:, DEED. BOOK :23161 PAGE 59 PARCEL LD: 002 002' OPEN! SPACE= 1 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,-1N TOWN OF "OF STABLE ZONING BOARD OF'APPEAL No. '2005 .Q82 (Pp 21059 Pg.158) IS LOCATED IN RELATION TO,- BARN � q PREIMETER MONUMENTS SHOWN PER: EXHIBIT "A" (DB 21:804 Pg 45) AND IS ',N4T :LOCATEQ WIT1iIN SHANE C'yG SPECIAL FLOOD: HAZARD AREA:. - M. o MALLON � THIS= PLAN IS NOT'TO BE=.=RECORDED N R IS:;17 TO,BE. USED TO ESTABLISH PROPERTY LINES;; v to - o No.48687 REGISTERED PROFESSIONAL LAND 'Sl1RVEYQR N BAXTER NYE ENGINEERING & SURVEYING DATE sut _ _ ... _ • SMOKE QETECTORS REVIEWED Z c a awe AX BARNSTABLE BUiLDING DEFT. DATE w z � � n .1 FIRE DEPA,RTtv1ErJT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING .5 O �.W■ a i'V-GROOV ® ® �„ •• lam' q� ®�® ut" °� � 0: O � Win ® CWI3 L Y ®®®® ®®❑ w ® J® z432 ~ Y+ O ®❑m® ®�®® 24410 24410 U) a: 0 24410 z,.lo Z �---j BUILDING DEPT. M i FRONT ELEVATION RIGHT ELEVATION w P! It SCALE: 1/4" I'-O" SCALE: 1/4" = I'-O" - NOV 29 2016 I TOWN OF BARNSTABLE ------------------- 12 22 L w z ® ® z � < Q a ❑ � � > C11135 L CW135 R 24410 24410 - 24410 24410 24410 Z Lu 7282 24410-2 Lu O a 24310-2 0 2 E N2310 T102 SHEET I .II I I I I I I I I I I I I I I I 1___ - -----� r Al `------------------ -----1-1----- -------� L_J ----- ---I------------- ---------------------L--------�J REAR ELEVATION HERRING RUN MODEL JOB: 1623 SCALE: 1/4" = 1'-0" - LEFT ELEVATION 1476 SQ FT DRAWN BY: KW SCALE: 1/4" - 1'-0" DATE: II/q/I6 - 1 � 7'-0' 15'-0' 17'-0' Z N q'-0° 6'-0° a'_3. q-0°. ne n � W q 14' j n o _ DEC q'-Io' G 7-2'ONG ~ O IS'xl4' ASTE LIN Y 5AT4•I GA PET ILCOLK • • -#TILE z F ld E ) 11 w OF — ' 26 SH V LV `a, O ry 1 TW 24410 ® 30 I/B'x60 7/5, 12'-0•VAULTED ICEILING I �+ ' SUNROmM I or p TW 24410-2 - ® OAK ® 2'-0'VAULTED FEILING .. - - M cV 60,1/6'x60 7/e' OATI5 MASTER I M ' F/L BE ROOM ib O y J ® 1 ® IF/L NMI I I � •• 'i L ® 8'HDR 6Q _ 3'r7,'� -10' n W I35 R I PN I \4 J �i TW 28fi Al 'x - O I 'o 2B 7/e'x41 3/e' I I m 2 %1 'J7 I/8'x60 7/B• _ DIN D ESSER ING .p ®DW � I ® I J OAIC 24 _LE TW 2432 m n KITCHEN f I �'/ FL 90 Ire'x40 7re• m l OAK I I I 2a c ®� 15 O O I I 26 LITE 2$ LOS 0. W. 8'-0' 10 6 T FIRE ll 7I1 DN. aArm Dnr CABINETS PUS TF--- 6 /�BmvE m (3)DOOR p TW 24410 I PANELS TINDER n 90 1/5'x60 7/15' I ® PULL I DOWN Q 19'-0'CA714EDRAL CEILING ISTAIRSI I DE uxE n GREAT ROOM `_J O A IE �. OAK 4'-2° 4 ' - STEEL BEAM ABOVE III-to, I a'-lo' - -® ET rw 24a10 o - rw �? - - 30 I/'sw 4444 7/1' n GARAGE 1 TW 24410 ® I_v `z .'(� = o w Q 90 ve'x6o 7re• - WI 21 o ' I'-o iN RAL r oM - M #2 I" ry - x16'O.W.DOOR w/TRANS CARPET �� TILE ® _m g4 f� D Z � SILCOCK I 2�-,'� PORCH Z V � w so eM = O n3 n V 6'-0° F 6'-0° 2:_q. 7'-10' 2'_5' :_6° q.-0° I_ q:_O. .. 12.-0 131_0' 22'-0° _ 47'-o• SHEET 150q 50 FT FIRST FLOOR PLAN SCALE: I/4" p_On I4ERRING RUN MODEL JOB: 1623 I47r0 SQ FT DRAWN BY: KW DATE: I I/q/16 • 3q-O O N 7'-0' 15'-0' 17'-0' ~ MM 2'-2' UN DRDEOPRECK TD.O.W.16' ji I I tr r - "i__( LL_ i-- _ it I '7-2x10 GIRDEIF- -- i 3 DROP TO 5LAB ' 4x6 P.T.POST GA V METAL POST ANCHOR -————— S FROST WALL BELOW ——— ———————— O 25' 'BIG FOOT' I Y I I n g I I ` II 41_0/ �� m 41_0. } �i ———— ——————— j L T -- � I I TW 2432 30 I/5'x40 7/8' �• r WI I w o 72 7282 XO m1w w m Q UNFINISHED iv 72 3/4'x83' i � �� BASEMENT .►. I m FAMILY ROOM STORAGE E 1 I� FI 4'CONCRETE sLAB 5'x s'-9'COW.WALL I DROP T.O.W. 10 MIL VAPOR RETARDER VERTICAL REEAR a6•35' L- I TO 46' �A p I MI EHLOW T.OR®W.AAND �f■ 16T 10'IRCONTINUCTU5 FOOTING T1Pld Fn 1 f _____ ________ 1 WINDOW SEAT I n T 24310 // O TIN 30 I/e'x48 7/5' I/ m VII 5-2x10 GIRDER NOTE: - IL 13'-0° 12'-0' - 13'-4' %�Dig' STEEL CO UMNPAD ' 5/5' ANC14OR BOLTS N EMBEDDED 7", m • mi I SPACED 32' O.G. - - FINISHED I o- aD - `9 I 12' FROM CORNERS BEDROOM #5 BASEMENT 34 � " c � wAsl1ER5 3°x3"xl/4' 1 O - - - PKT `------ b _ - TW 24310 I - 4__---- I OFFSET 2'-/ I I TO ALIGN STUDWALLS I :Y O 30 Vex48 7/e' j m i______ I DROP WALL 10. I I m f------ I AT DOOR _ ( -( NG2J2 2a 2� 16'xlo'CONTINUOUSS FOOTI I I _ CLOSET i----- m 21 O LINEN i------ i r------ I GARAGE I I BATH ii3 2� 2 UP GARAGE ------ 4'CONCRETEASLAB TW 2431 I PITONCHTOWARD DOOR i 0 7'-H" �p II 21 -o' 3o 1/5'x48. /B' a'-o' 71_2Y 5_0/ r I I 11 J Q w Q III DROP TO SLAB I I__J I I Q ;a FROST WALL B 12'-4" 11'-4' _ I O w DROP WALL 10' I 1 UNFINISHED I I I I I AT DOOR - 1 MECHANICAL " .{ i �' -- -------- -----------,:> ^,——— —————— o lL j ck � Z q Z V (L 1 ———————— 1 r . - o 21-O' 12'-O' 13'-0' 22'-O' 47'-O" - SHEET BASEMENT LAYOUT FOUNDATION PLAN SCALE: 1/4" = 1'-0" - SCALE: 1/4" = I'-0" SOB: 1623 DRAWN BY: KW DATE: I � w _ • O - � a J n W p �■.i W MAV id 0 A 19 O RIGID WIND WASH BARRIER REQUI EXTERIOR EDGE OF RED , AT EXTERIOR TOP PLATE SIMPSON H2.5 A FASTENERS AT ALL (2)II 7/8'LVL RIDGE (2)I6' �(2)li'LVL RIDGE RAFTER/TOP PLATE JUNCTIONS TTP. LVL RIDGE ________________________a--_—__ _—____--------- - � 10 ' - In T.i 16'O.G. — 6'O. titw IN NG 4'-O'O.C. 10e TYP,ROOF FIRST TWO JOIST AND RAFTER RiB F.G.INSUL. r+(// •• - 2xld B e•16'O.C. BAYS FROM GABLE WALL NO F.G.INSULT 2xlOe 1 Ib.O.C. FRONT / _ REAR id ,. 5/B'PLYWOOD SHEATHING/ OG. 2xI0e P Ib'O.C. 12 ,.. ASPHALT SHINGLES t �b Ix3 STRAPPING o N / UNFIN15/NID o Q9 qv • In'cYP.BOARD '�• vI / STORAGE 0 TYP_EAVES �`a' OC '-o• Ix8 FASCIA/Ix4 SECOND MEMBER - - X CONTINUOUS VENTING SOFFIT Ix8 FRIEZE BD.W/BED MOULDING - ' '�O.C. � (3)9 I/2'LVL HDR o RAFT TRAN501 Wi2x36 STL BM - . TALLY COL END TO CONC E GREAT ROOM TYP.EXTERIOR WALL _j _ 7'xq'O.H.DOOR ' 2xb E]Cf.STUDS 0 I6'O.C./ m GARAGE i GARAGE m 6'R2I F.G.INSUL./ _ - I/2'PLYWOOD SHEATHING/ TYVEK WRAP/W.C.SHINGLES 3/4'T1G SUBFLOOR ` NAILED I rLUEDAn -- ____—__ ———————__:__—__—__ 2110e i 16'O.C. R30 F.G.INSUL 1 12,10 GIRT 3 1/2'LALLY COLUMN TYP_FOLNDATION WALL BASEMENT - T P.T.SILL ANCHORED 32'O.C. O e'xe'-q'CONCRETE - - - VERTICAL REBAR"0 35' 3 I/2'CONCRETE SLAB 20'-6' HORIZONTAL RFBAR ie4 IO MIL VAPOR BARRIER _ - 12 BELOW T.O.W.AND - - y AT THIRD POINTS .) 16 x1a CONTINUOUS FOOTING TYP. .... DAMP PROOF BELOW GRADE t\ I0'.16'CCTINUOU5 FOOTINGLU - O 25'-0' Q O w GROSS SECTION SECTION "B" SCALE: 1/4" I'-O" _ SCALE: 1/4" = 1'-W Z Z lu 0 O U Z U Lo w SHEET 52 JOB: I(o23 DRAWN BY: KW DATE. I I/q/16 J • r.i gin W nIJ W •I•O.C. I N V bm M� O O 1 I I w O I M es 1 ) i es (3)2XI0 NDR I -'L-- AN IM � O • s s - c , - w I 1 1 = ------ GARAGE 2) s L 1DG Ste' o _ _ I _ P w Q W w (2)q I/•L n Z O - (3)9 - Z 1/2'LVL HDR �1 Z �9 2 o RAFTERS omlo.0. •Ic O UNLESS NOTED OWERW19E lJ IL � r w O J 26 O' FIRST FLOOR FRAMING PLAN ROOF FRAMING PLAN SHEET SCALE: 1/4" = I'-O" SCALE: I/4" I'-p" � 53 JOB: 1623 DRAWN BY: KW DATE: I I/9/I6 � a ld q J J EXTEND HDR TO CORNE 2x6 DBL TOP PLATE B RAFTER® I6" O.C. FULL HGT.STUDS . Id JACK STUD � - � � F •• NAIL TOP PLATE x. APPLY SIMPSON MSTAIS CONNECTOR - H2.5 ® EA. RAFTER =j TO BTM OF HDR .._< ^o° W/2 ROWS OF 16d NAILS ; ON THE INSIDE FACE OF HEADER - - fef 0 3°O.C. j. TO EACH JACK STUD �Y bIII STRUCTURAL PANEL— HEADER TOP PLATE u NAILED Bd COMMON % CONTINUOU5 HEADER O 3°O.C.EDGE AND FIELD CORNER TO CORNER OVER MULTIPLE OPENINGS Id if w DOOR TRIMMER STUDS - ORAFTER TO PLATE CONNECTION iTi m� SCALE:N.T.S. 1� -2-5/5'ANCHOR BOLTS w/3'x3"PLATE WASHERS `\ EACH NARROW WALL SECTION ��� 'yam jl 4b . j DOUBLE ROW •. . STAGGER NAILIN ' INTO BOTH PLATES 2.6 DEL TOP PLATEld - v1■ d i9m i 6 N • VERTICAL 11 € 2 MRS STRUCTURAL PANEL 'mtim.lm€Is Is an— NAIL.ED Sd COMMON u tm am NARROW WALL BRACIN AT ARA E DOOR AND 2'i FILD n€i i'a Bi;.��" SCALE:N.T.S. E i i€1 SHEAR WALL COMPLIANCE: WE RE IE',- W- 30%OF EACH WALL RUN - 1 �l3 L r VERTICAL SHEATHING WITH _ T1€imt!-," MR 8d NAILS 3' EDGEA2' FIELD •`--"'�i€ _ (4)I6d NAILS PER FT BOTTOM PLATE N""lE.1EBig _ I VERTICAL .M _ • -L- 15%OF EACH WALL RUN STRUCTURAL PANELS SDODUBLER NAILIN - VERTICAL SHEATHING WITH BREAK ON SECOND FLOOR INTO BOTH PLATES - - '.8d NAILS 3' EDGE/12' FIELD RIM JOIST - 2.6 DEL TOP PLATE (4)16d NAILS PER FT BOTTOM PLATE mm Imii i - m[ iffi _ SECOND FLOOR VERTICAL m - VERTICAL ! i♦L � �'Yi€ RIM JOIST STRUCTURAL PANEL - STRUCTURAL PANEL 3m€m>s1. i®R NAILED 8d COMMON �� ±- - NAILED Sd COMMON •3'O.C. EDGE ` E Timm •. i O 3"O.G.EDGE AND 12°IN FIELD M AND 12'IN'FIELD €a€mm 3 E Q � n€ � E W0 [ei a is .2S Q Lu SEE DOUBLE ROW a DOUBLE ROW IN �Rl,Va.. NAI -_ STAGGER NAI LIN AND SILL ,E-�"+x,. •nf' STAGGER L - A INTO BOX AND SILL INTO BOX '•: II 17 I OFULL HEIGHT SHEATHING —SINGLE FLOOR ®FULL HEIGHT SHEATHING —MULTI FLOOR 111 SCALE:N.T.S. SCALE:N.T.S. O A SHEET 54 JOB: 1623 DRAWN BY: KW DATE: I I/q/16 24 4X4 PT GUARD POST PT 2X105,@ 16" O.G.TYP. 5/4 DEGKIN6 2X10 PT LEDGER BD COUNTER SUNK 1/2"DIA.HD6 BOLT CONNECTED YV NUT+WASHER TO 5IMP50N DTT2Z (2)5/&"DIA.HD6 LAC, LATERAL CONNECTOR BOLTS WITH WASHERS DBL PT 2X10 RIM J0I5T @ 16"O.G.5TA66ERE7 - ry COUNTER 5UNK THRU-BOLT TO P05T W/1/2"DIA.HD6 BOLT,NUT+Y4ASHER SIMPSON DTT2Z - tX SKIRT BOARD LATERAL CONNECTORS" _ 1/2"DIA.HD6 THREADED ROD,BOLTS+WASHERS ° INSTALL TWICE PER DECK 5IMP50N H2.5A 5IMP5ON JOIST HANGER TYP. EACH JOIST TO BEAM CONNECTION (3)PT 2X106 BEAM 5IMP50N BG52-3/6 ' o, POST GAP r , PT 6X6 P05T o- 0. ° 51MP5ON ABU66 POST BASE OR E0. GRADE i 12"50NOTUBE CONCRETE PIER °' < 5I61`00T BF25 FOOTING. BOTTOM 4'-0"BELOW GRADE Al Ski OK DETECTORS S E '11EV 'E� xNow a- - —BAii+dS�A-L L61ING DEFT. w Q DATE � p n z ---=------__ __ ----- J FIRE DEW__TPvjEVT DATE J BOTH SIGNATURES ARE REQUIRE©FOR PERMITTING i.■i O ld In FPF], OEM 9112 7 - z _ r- u NMI ld I� 0 . M 0 771 24410 '.nEl EaLL�El M 1��� •�� ,..,. ti .. a 7sa10- - Id 1p _ - rg Elm # t L---j z _ d FRONT -ELEVATION' - RIGHT ELEVATION I'SCALE: I/4" - -0" DE®�p'' 1. SCALE. I/4 - I O - I3UIL®IN I NOV 2� 201� _____ ____________ TOWN OF B.ARNSTABLE a� aq w Q w Z � Q u W CW135 L CWM R' 2M10 . 24410 24410-2 24410 - 24410 24410 -Z. O nee ° ll! lu a 24310-2 2 2010 2 3 O O - 2 72M II I I II I I I SHEET I U l l l 1 ll I l l I I I 1- --- - -----� -------- Al REAR ELEVATION HERRING RUN MODEL JOB: 1623 LEFT ELEVATION 1476 SQ FT DRAWN BY: KW SCALE: 1/4" = 1'-0" 1 DATE: I1/9/I6 / • V aay 3q'-O" 7'-0' IS'-O' 17'-0' 9'-0. 6'-0" 4,_3. q,_p° 3,_q. _ _ O p ob • OPECqI-10" G 7-2'LONG O s'xla' ASTE LIN Q BATH CA ET IL(OLK o TILE L ML ;r MEN F 1 w f 2fi su v Lv. � w Tv ) I - O TW 24410 - _ o co30 Iro'x60 7ro' ' •- _ ' 12'-0'VAULTED I=FILING � 5UNROOM I p - TW 24410-2 ® OAK ® 2-0 VAULTED VAULTED LEILING M _ q uonl MASTER II YI tV 60 Ire•xb0 Ire• F/I_ I1 cAT 5 BEDROOM i OAK � 0: a I - •• IAz — —— L. p.T-.,•-3 ii L ® I e'NDR 6Q 3'-T \I�i i 6-IO' - - Zv CW 135 R REF. PN I ii••' TW 244 .6 O 25 7ro'x41 3ro' m 6'-0. 2fi i i 30 1/e' 0 7ro' D ESSER �} DINING . Fv I Y o ® (�� \.` LE TW 2432 1A ®nnw yCOy s{ ,y M� K."b6 KITCHEN f 2ft..9 -1 FL . 1 °�. OAK I 4 30 Ire'z4o 7ro' \• 2 ®� 00 2fi LITE FIRE � R I D RATED AT CABINETS m ` 6o PL4N T� N. D — 5H�LF 6-6 AB�'E m1 p ';�'I TW 24410 I PANEL5UNDER n 30 1/61.60 (P PULL DOWN 2 IV-0-CATHEDRAL CEILING I5TAIR91 . o GREAT ROOMwil I I g o E � OAK 1 4,_2. , . - I STEEL BEAM ABOVE - II'-IO' I 4'-10' I CLD,Ef o TW 24410 _ 7w 24410 I I -- - o ' A 90 I/B•x_6o Ire' I I A 30 Iro'z60 7ro' cv ,�� GARAGE 1-- --2-A -- - v - c 2fi '.fir' .I/4° OAK 3'_6• Q.. TW 24410 w I 50 Ire'x60 Ire. 2A o w I'-o` Tu rinL cE I - �„I rxls'O.M.DOOR w TRANSOM m TILE 34 Z ®FL o $I 51,LCDCK 2 1Y @ m PORCH L em _ � - 33 � 6'-O" �i F 6'-O" 2,_q. 7'-1O. 2'_5' ,_6. q,_ou 1_ qi_O. 47'-0• Ii SHEET 150-1 50 FT FIRST FLOOR PLAN SCALE: I/4° HERRING RUN MODEL 1 1476 SQ FT DRRAA WN E4Y: K KW DATE: I I/q/16 3q'-Or O 7'-0' I5'-O' 17'-0' ~ p r`ppROP T.O.W.16' 4 2'-2' UNDER DECK � � 4xb P.T.P05T - DROP TO SLAB ______AL GAIN.METAL POST ANCHOR L————— s ____________ I FROST WALL BELOW r r ——— ———————— I 78''BIG FOOT'FOOTING TTP.I I ld m a I ~ V ' 4._0r F F 'D 4'-0r -- ---� Y I o w I I I I TW 2432 ` 30 1/8'x40 7/8' w O PCs 7282 x01 ta x, p UNFINISHED iv 72 3/4'xe3' i ,I BASEMENT T a40 . FAMILY ROOM STORAGE - I i� wl 4'coNcRETE SLAB S'.e'-v'CONC.WALL - I -- '^ 10 MIL VAPOR RETARDER VERTICAL REBAR#b•35' L _DROP T.o.w_ o v HORIZONTAL REBAR 64 TO 46. R� Q. I A BELOW r.O.W.AND w ••- m I ° m 1 in 6�x10'I�roII CT s FOOTING TYP 1�� • -----J 5' r 12'_0' 13'_4r I WINDOW BEAT (v TW 24310 i_______________ i 1 O O _ - 30 I/8'x48 7/8' I S-2xI0 GIRDER NOTE: I m 13'-O' 12'-0° 13'-4' 3 I/2•DIA,STEEL COLUMN 5/8" ANCHOR BOLTS 36'136'x12'CONCRETE PAD in EMBEDDED 7° I m SPACED 32' O.C. - - FINISHED - - m, °? - `9 . 12' FROM CORNERS BEDROOM #3 BASEMENT 34 '-" - D BM WASHERS 3".5' 4' a PKT L-- - in T1,24310 _ 4-- - — — ——— OFFSET 2r� ,•.:-.. .•. "- I:l 0 30 1/e'x48 7/5' j O I r__' _ I - TO ALIGN STUDWALLS'SO DROP WALL 10' _ —J f______ I AT DOOR I in B a B 2 2 2 I .a7'f D j.______ Brx 3'-10•CONC. AlW ; I Ib'zl0'CONTINUOUS FOOTING I , CLOSET .. 26 vi LINEN ______ i r GARAGE I Q GARAGE - L I ------ I a 4'CONCRETE SLAB I I n BATH #3 2r' UP - _ TW 2431 _ PITCH TOWARD DOOR I I m S 211 P '- _ 30 I/e'x48 /e• ` I 3 8'-O' Q � 2 DRO ju P TO SLAB] LAB '--J .19 12'-4° FROST WALL BE " ROP in I m r ----D DOOR— 10'----------- Z UNFINISHED _ MECHANICAL J'_, I Bn' _ o ( P1c'r ~ Q r-------------- z Q otj -- - w 0 2'-0' 12'-0' i3'-O' 22'-0' 47'-0" SHEET BASEMENT LAYOUT FOUNDATION PLAN SCALE: 1/4" = I'-O" SCALE: 1/4" - 1'-0" JOB: 1623 DRAWN BY: KW DATE: a w � w C Q Id a ~ V 1h; Id V W IL ° RIGID WIND WASH BARRIER RIOUIRED ~ AT EXTERIOR EDGE OF FMERIOR - - TOP PLATE ■`- SIMPSON 142.5 "` - A ■ FASTENERS AT ALL (2)11'7/8'LVL RIDGE ,,—(2)I6'LVL RIDGE 40 RAFTER/TOP PLATE JUNCTIONS TYP. (2)Ib'LVL RIDGE. ________________________- OG.— _____--_---- Pl / �1 a BLOCKING 4'-O'O.C. T.i Ib O.C. •16' •• TYP.ROOF IN FIRST TWO JOIST AND RAFTER R38 F.G.INSUL. y�Ioe / 2x101e Y 16'O.C. BAYS FROM GABLE WALL 2xlOs I6 O.C. / R30 F.G.INSULT ,�/ 2xlOe i 16'O.C. FBr2RL // /�' PEAR iZ id 5/8'F'LYWPOD SHEATHING/ Cr ASPHALT 5HINGLE5 O' Oa T / / /6• qv 1UNFINIWED 2'GYP.50ARD 1 IQ •/s• EMI — III // STORAGE ,¢�e° oc I_0� _ O TYP.EAVES Ix8 FASCIA/Ix4 SECOND MEMBER - CONTINUOUS VENTING SOFFIT A Ix8 FRIEZE BD.W/BED MOULDING ! •��ER (3)q 1/2'LVL NOR 2xlOe 16'O.C. - IL PFAkNoK WI2x36 STL BH TRANSOM TOLLCONC GREAT ROOM � E END 11'-0' - 2x6 EXT.STUDS Y 16'D.C./ a GARAGE rxq'O.H.DOOR GARAGEiO 6'R21 F.G.INSUL./ 1/2'PLYWOOD SHEATHING/ w r TYVEX WRAP/W.C.SHINGLES 3/4'T4G BFLOOR I - - NAILED 1 ED TO J018Y - 2xlOe i 16'O.C. R30 F.G.INSUL. (3rdt10 GIRT 3 1/2'LALLY COLUMN—) -TYP-Fd1NDATION WALL BASEMENT P - P.T.SILL ANCHORED 32'O.G. m - - 8'.W-q'CONCRETE VERTICAL REBAR 66 V 35' 3 I/2'CONCRETE SLAB - uORIZONTAL REBAR Ito 10 MIL VAPOR BARRIER 20'-b' 12'BELOW T.O.W.AND 16T Ip 1RD INUUOOUS FOOTING TYP. .. ..... ,.. ...., - - I DAMP PROOF BELOW GRADE 10'x16'CONTINUOUS FOOTINGI ac• I - - Lu - � w GROSS SECTION SECTION "B" SCALE: 1/4" = I'-O" 5CALE: 114" = I'-0" ,— O Z u w � r w - O J a - SHEET S2 _ JOB: 1623 DRAWN BY: KW DATE: 11/9/Ib rl� oa ji Q � a W rlr W x M� V at 1 ■�" , ,1 r+ 1 Now lb m .. F(5)wo HDR �p { —L— — o O o O 0 O — — — IL- - --L— — • s • _. c -- — - - 1 ' ------ GARAGE 2) c• vL IDG ' , m 1 n (2)9 I/•LILiv 0 Z 1 a w Q ' y rL • , I (3)q 1/2'LVL HDR Z Z_ 2,10 RAFTERS fi6'O.c. •h O UNLESS NOTED OTHERWISE V Z U � r I LLI 25'-O' SHEET FIRST FLOOR FRAMING PLAN ROOF FRAMING PLAN SCALE: I/4" SCALE: I/4" = I'-O" 53 - JOB: 1623 DRAWN BY: KW DATE: I I/9/Ib • J EMEND HDR TO CORNE IL 2x6 DBL TOP PLATE ~ 40 RAFTER® 16' O.C. C\ FULL HGT.STUDS - � N JACK STUD @ -- - 31�- m u �IEP - NAIL TOP FLATS ;T BTM OF APPLY SIMPSON MSTAI8 CONNECTOR - O NOR a W/2 ROWS OF I6d NAILS ON THE INSIDE FACE OF HEADER eo H2.5 ® EA. RAFTER 0 3' O.C. m TO EACH JACK STUD STRUCTURAL PANEL g HEADER NAILED Sd COMMON ! 3[ CDNTINUOUS HEADER TOP PLATE O O 3'O.C.EDGE AND FIELD I CORNER TO CORNER , OVER MULTIPLE OPENINGS w O DOOR TRIMMER STUDS �1 ORAFTER TO PLATE CONNECTION h SCALE:N.T.S. cr 2-5/5'ANCHOR BOLTS . w/3'x3^PLATE WASHER5 II EACH NARROW WALL SECTION � II DOU LE ROW GGER NAILIN INTO BOTH PLATES - " 2.6 DBL TOP PLATE ld Id I� Z I €S e ._ VERTICAL .o . , '€ STRUCTURAL PANEL >1@I•�s NAILED Sd COMMON `x: m - . •3'O.C.EDGE �` I@I :ice€'@ - NARROW WALL BRAGIN AT GARAGE DOOR AND 12'IN FIELD SCALE:N.T.S. ff .Mi SHEAR WALL COMPLIANCE: - @( 7in:' ' rMEE W- 30%OF EACH WALL RUN VERTICAL SHEATHING WITH - 8d NAILS 3' EDGE/I2' FIELD (4)16d NAILS PER FT BOTTOM PLATE Da/BLE ROW L- 15%OF EACH WALL RUN VERTICAL -^^€ ` :•iii 3� - STAGGER NAILIN VERTICAL SHEATHING WITH STRUCT ON URAL PANELS - 8d NAILS 3' EDGE/12' FIELD RIM J015T SECOND FLOOR INTO BOTH PLATES - H¢- 2.6 oBL TOP PLATE � (4)I6d NAILS PER FT BOTTOM PLATE i- ■��- SECOND FLOOR RIM JOIST VERTICAL VERTICAL STRUCTURAL PANEL 'f.. �.. - ! ! - STRUCTURAL PANEL €II'@,1 !•iG' NAILCOMMOND Bd COMMON JI $= m@I '€ - NAILED Bd COMMON l - O 5'O.G.EDGE s35 @ � C 3 O.C.EDGE ((� AND 12 IN FIELD @ AND 12'IN FIELD. ' �.� "' gal IS i mmff IS M. MR �� • . I0I I€�' w W _ DOUBLE ROW ." @ R DOUBLE ROW $374. "ii 3s€1F STAGGER NAIL-IN ® � @ �fl STAGGER NAILIN INTO BOX AND SILL INTO BOX AND SILL 11 T - I I r 3OFULL HEIGHT SHEATHING -SINGLE FLOOR OFULL HEIGHT SHEATHING -MULTI FLOOR = SCALE.N.T.S. q• SCALE:N.T.S. ` O SHEET 54 JOB: 1623 DRAWN BY: KW DATE: 11/01/16 24 4X4 PT GUARD P05T PT 2X105 @ 16" O.G.TYP. 5/4 DECKING 2X10 PT LEDGER BD COUNTER SUNK 1/2"DIA.HDG BOLT GONNEGTED NV NUT+WASHER TO SIMPSON DTT2Z (2)5/8"VIA.HD6 LAG LATERAL CONNECTOR SOLT5 WITH WASHERS DBL PT 2X10 RIM J015T 16"O.G.5TA66ERED - ry COUNTER SUNK THRU-BOLT TO POST W/1/2"VIA.HDG BOLT,NUT+WA5HER SIMPSON DTT2Z - 1x SKIRT BOARD LATERAL GONNEGTOR5 = 1/2"VIA.HD6 THREADED ROD,BOLTS+WA5HER5 INSTALL TWICE PER DECK ° 51MP50N H2.5A 51MP50N JOI5T HANGER TYP. EACH JOIST TO BEAM CONNECTION (3)PT 2X10s BEAM SIMPSON BC52 o POST GAP PT 6X6 POST ° r 0. SIMPSON ABU66 POST BASE s OR EQ. GRADE 12"50NOTUBE GONCRETE PIER 1316FOOT BF25 FOOTING. BOTTOM 4'-0"BELOW GRADE I I 3.50 73.30 'i rZ*� LSE'LIOME ' SETBACK 2LINE --- 20 SE•TgAC LINE, ^� o � ` -- �L�,..--�"�- ---- --- - - X \\ r •• 71.0 _ 20' SETBACK \ 8;37 13 C' �... �a j t�---= ----7 w LINE 73 .,.."' \\C G- "`'--" G -_ S - ------ G --�- S I-S 20 � (' w ---.--- w = ""_`_.. S - ---- INV IN 575�'�'"� G _ G w w .... S S- �65.9 --.---- G w �V -` _.---mac S =- DC �6 G G____._. w - _�� S S_ 1 __�__ -- 0 , C __,_..-. E/DC �- E/ w 72.0 _ g + 0 65.0 w w ._. -'s_ S - 5- -- C) - DC E/DC ...- / "_ss s-_ 65.0 c .._.. plc s-s%S �- ______ E/DC ""� E/ momm ...- 1 S �8.. SDI-35 _--- INV. 1 -{- O 0 L CIRCLE c ._ E/DC 64.5 \ rN s 29SMH 19 s4.P6 HEASANZ' HIj' E ---- if"�'337' �_ f�=-; s7.o �X ) INV OUT �__ __P / _ "'•+� �` \ t ------------------- 66.0 a o ao 66. 0 DC 67.0 n �i ® Q• m V�i OF AM4! I �V o N �y d% Z� MANE GN _ a O� (n ��Q Mp ON 72.85 CLEAN c� AN0.48687 \ 7290 OUT �90FESS�O OQ SUF'N ry �� E/ CURB LOT 78 72 LOT 75 STOP ` TBA LINE 69.0 X Y O p 70.3 GENERAL NOTES: 70 / - x 1. LOCUS PROPERTY IS SHOWN AS: Cotuit Meadows Subdivision ASSESSOR'S MAP 002 PARCEL. 02 - LOT 76 Cotuit-Barnstable, Massachusetts 2. SETBACKS PER BARNSTABLE ZONING BOARD OF APPEALS No. 2005-082: cN �y DEED BOOK. 21059 PAGE. 158 PREPARED FOR • 2Zo. o � `: FRONT = 20' SIDE/REAR = 1D COTUIT EQUITABLE HOUSING, LLC � h GARAGE 70.0 SLAB= MIN. 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. P. O. Box 95 70.84 INV.= 0 4. COMMUNITY PANEL NUMBER. 250001 0539 J o.o, 67.04 67 25\ ° THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X, Centerville MA 92632 AREA OF MINIMAL FLOODING. - _, 5. ENVIRONMENTAL NOTES: TITLE 0 PROPOSED HOUSE _ SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL Site Plan #199 s9.0 0��o� OT 7 CONCERN). 66-\J 6s en BASEMENT SLAB ELEV=63.0 o SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE Lot 76 - 199 Pheasant Hill Circle 68.0 \\� ° PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF N ° RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION _ BAXTER NYE ENGINEERING & SURVEYING __ __ s4.o �5 . �� ACT REGULATIONS (310 CMR 10). �; 0 sg : s5.o -SITE DOES NOT CONTAIN A CEfmnED VERNAL POOL PER NHESP MAP 62 oeCK �� OCTOBER 1, 2006 -CERTIFIED VERNAL POOLS! Registered Professional _ _ 0 K SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, Engineers and Land Surveyors \_SN OF M,MS --- - LOT 76 2006 PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER � sqc • ' THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS 78 North Street, 3rd Floor,Hyannis,MA 02601 0� MATTHEW s 11 722f S.F. N 0.27f ACRES �� SITE CA(321 CMR10) Phone-(508) 771-7502 Fax - (508) 771-7622 a EDDY IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE CIVIL -_ - v: . PROTECTION AREA No. 43183 5�,� s3.o 20 0 20 60 -------- y 0- OAF��/S T CONSMUC71ON NOTES: o L PROVIDE (1) 6' DIA. x 6' DEEP �s 0•SFT6gCK\ 59.0 SCALE IN FEET LEACHING BASIN W/ 1' STONE H6 . 66 601 x _ _LOT 77 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SURROUNDING (OR ALTERNATE s�9' S5 ��� SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATER_ > EQUIVALENT VOLUME OF 289 CF) s 11� -_ - X 01 $j,y�"`# -�eP�� 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. SCALE: 1 = 20 DATE: 11-29-16 CONNECT ALL ROOF DOWNSPOUTS - - -frt --•-__.. p$ 5 d 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FRwGI " TO LEACHING BASIN � S�'�_.,. `� � �A � REV. DATE: REMARKS VEGETATED 12" DEEP THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS RAIN GARDEN (250 DATED 6 25 07, SHALL HEREBY APPLY TO THIS SITE PLAN. O I��� "µ . SEWER BUILDING CONNECTIONS. 4 ' C.F.cF STORAGE) - MIN. COVER SHALL BE 3 FT. CZ T0P=60:i�f---------------- -- BOTTOM=59.0 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER CmLJTIES. DRAWING NUMBER AS REQUIRED BY BARNSTABLE DPW. 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw OPEN SPACE ------------------- 2005-214