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0150 PHEASANT HILL CIRCLE
,lam ���..��" ��// �,�� .� I I li Town of Barnstable Q~ Ao �TME, Regulatory Services Richard V. Scali,Interim Director �/ ' a�, ,�, ' Building Division AM z63q. .� q&G . a Tom Perry, 1 Building Commissioner 0 M� LrUi7n 200 Main Street, Hyannis,MA 02601Dp 0�1 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 a�PERMIT# `� FEE.. $ SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or Iess Aosani Hill of r It Location of shed(address) Village CMe) 0 09 • Q0a - Fioo Property owner's name Telephone number Size of Shed Map/Parcel# I Signature Date _ Hyannis Main Stre a erfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) A A� "�Qj Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg I - / REV:110413V ( U\`�V`N., 1 rn bcf. co(y) f �. PIOR WOOD PRODUCTS Its all about the wood" 259 Queen Anne Road, Harwich MA 02645 326 Yarmouth Road, Hyannis MA 02602 508-430-2800 harwichoffice@pineharbor.com 508-771-5007 hyannis@pinehabor.com Owner's Authorization N �---- �z as owner of the property "ted at l c 7P�.-,s o,� 411 ( Property Address) authorize Pine Harbor Wood Products to act on my behalf in all matters relative to work authorized by this building permit application. Owner's Signature Date: FI . Town of Barnstable Building Department-200 Main Street TEn rd" Hyannis, MA 02601 Tel. (508) 862-4038 ifi f n Certificate O Occupancy . Permit Number: B-16-2884 CO lssue,Date:. 4/14/2017 Parcel ID: 002-002-016 Zoning Classification: RF Location: 150 PHEASANT HILL CIRCLE, Proposed Use: ` COTUIT Gen Contractor: BRIAN T DACEY " Permit Type: Residential - Land Comments: Building Official Date: / ► ��..�'�� mil,� r(��'� 'TOWN OF BARNSTABLE BUILDING,PERMIT APPLICATION n � � I . �U2. O�C2 TOWN �� �,�a�tl �aTABI.E Map Z Pr _ I �- Parcel Application #� Health Division tj "t `°"`� 20 7� Date Issued Conservation Division rJ Application Fee 4 b Planning Dept ``xyx}} `r[ Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address f f rye _ Village (76 Owner Addres ll T&4�4A &.5hT__ s Q Telephone 100V __ // Permit Request a ak, dd Square feet: 1 st floor: existing proposed LZ012nd floor: existing proposed Total new / ( J Zoning District �' Flood Plain C- Groundwater Overlay , Project Valuation , Construction Type Lot Sizes�4 Q& Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Uklo On Old King's Highway: ❑Yes Flo Basement Type: mull ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new �1_ Half: existing new Number of Bedrooms: existing 5_new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: StYes ❑ 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: Z3x2� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Y fdl No LIf yes, site plan review# /Current Use 4�ta�` �T Proposed Use 111^4L � APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ' 4 Telephone Number -7 1/, IWO Address ?P &x / License # 5(D 7 Home Improvement Contractor# i1Email I Worker's Compensation # ob73(0 f9 ALL CO STRUCTION D iRIS RE ULTING OM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED 'MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME � c INSULATION-- r `� �l /Vsa" FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING A ° f DATE CLOSED OUT ASSOCIATION PLAN NO. r - I Own of Ban stable, .egul'ator Senices * �SV63 Thomas F.Geil.er,Director Ton Perry, Building Commissioner 200 Main Street, Hyan-y:iis,:MA.02601 I �tx�.tgr�n.barnstabl'e.m.a•us Of�ice: 508-862-4038 Fax: 50.8-790-6230 Prop ert7 Ovmc' r Must Conn plete and Siorn This Section If Using ABu ld'er T, ► (� , ;is Owner of the subject property herby auth.onze LO to act on my behalf, in all matters relative to work au'thosized by this Ei Ading permit application for: . (.Ad&-ess of-fob) Si gna e of er Date Print Name Q;FOFr�45:0�rnEF�F'xP�A�I3S101� ' Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-005645 -., Construction Supervisor BRIAN T DACEY _ PO BOX 95 CENTER_ VILLE MA 01632p j x~ Expiration: Commissioner 04/19/2018 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. is u A i Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. 4 DPS Licensing information visit: WVVW.MASS.GOV/DPS . 1 4 6 f Fee afla w` Boston,HA 0271.E n& r� ss 8 avldla Workers Campemxtdcm Insurance Affldaidto Bufl6rslCentra.eturs/fiectilela s/Plumbe 's APPHeantluf0mation Please Mat Lezibl T Na Me(Business/OrgaTd7adonadividual): f Address: �' City/State/zip:Zk/1!-W a 10 �)Z_3_:'-7, Phone Are yoga an emgloyei?Cheekthe•apprdprmte 'Type of project(required): 1.❑ I emplOyvt wish 4. I am a general contractor end I 6. Lam`lu fT construction employees (full and/or part time). have hired the sub-contractors 2.❑ I art a sole proprietor or partner- listed on the att:a.ched sheet. ❑Remodeling ship and have ao employees These sub-contractors have 8. ❑Demolition v,TorlQng for me in any capacity. workers' comp.insurance. 9. ❑Building addition VO v,Torkers' comp,insurance 5. ❑ W6 are a corporation and its req i ed•] officers have exercised their IdEl Electdcalrepairs or additions 3.❑ I mn a homeowner doing all work• right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No wdl-,ers' comp. e. 152,§1(4),and we have no 12.❑ Roof repairs insma ice required.]'i employees.-Wo workers' comp.msuiancerequired.] 13.❑ Other *Amy applicant•chat ched s box#1 must also M outthe section blow showing their workers'compensation policyinmtmation: I Homeowners who,submit taus affidavit indicating they are doing all work and then hire outside contlact6rs must submit a new affidavit indicating such. thi$Contractors that check s box must attached an additional'sheet showing the name ofthe sulrcontraotors and their workers'comp..policy imfonmation. �'crrza ara en�FICY6?that is.Pravi 7i g 3t;arkers'eaNzgenSat!G7I i7marart-eg for any employees. Belo3 is the policy ac,rd jdb site F�;�ar�e�ir�r� � • Insurance Company Name: AIIII5 a Policy#or Self-iris.Lie.#:_ _ Expiration Date:��~� lob Site Address: � 4(d 6trCL— City/State/Ziu: At acla a copy of the wcrlrers' (show' tg E f e p.alicy numimber and eypiratmon date). Faihtre to securo,coverage as required under Section 25A of MGL a 152 can lead to the i�nposition•ofcruninalpenaldes of a one up to$1,500.00 and/or one-year imprlsonment as yell as civil.p malties in ae form of a STOP WORK ORDER and a fine o f ilp to$250.0.a day against the uialator. 3P advised that a copy o f thus statement may be for XTarded to.the Office of Investigations•oftheDIA forinstrrance coyerageverification. IF den hereby c4r t der the pains imd.pernerpres OfFelywyr that the r��r°rraecder-ra prfQ l la'ed above is t ize&-yid corr°ee Date: L e afvly. Der YT&,t write viz this�;°e,?,f6v be co,arpl'eted by cify Err 2,ivn a;��Clod Rm: Permflmicems.e Y tholdly (cis:ere G;re):fHealt 2.Bl ldtag Departnnammt 3. t Il �r�r Clerk 4.Ele&rkal Iusp-ecior S.PIulnb :g In.cp eclar rs.0-m Pliese#: 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 Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Projected Rating Certified Energy Rater: Chris Mazzola 150 Pheasant Hit[Circle Rating Date: 09/01/2016 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: 65 Heating 24.3 $606 31% General Information cooling 7.4 $135 7% Conditioned Area 1772 sq. ft. House Type Single-family detached Hot Water 6.7 $209 11% Conditioned Volume 16536 cubic ft. Foundation Unconditioned basement Lights/Appliances 19.0 $1026 52% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Total 57.4 $1977 1006/6 Mechanical Systems Features Heating: Fuel-fired_air distribution, Natural gas, 95.0 AFUE: Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: 2012 International Energy Conservation.Code Duct Leakage to Outside 70.88 CFM25. Ventilation System Exhaust Only: 48 cfm, 14.5 watts. Programmable Thermostat Heat=No; Cool=.No Building Shell Features Ceiling Flat R-36.0 Slab None Sealed'Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-33.9 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0. Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Foundation Walls R-0.0 Method Blower door test Energy Raters of Massachusetts Lights and Appliance Features 180 State Rd Suite 2 Upper Percent Interior Lighting 100.00 Range/Oven Fuel ' Electric Sagamore Beach MA 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 info@energycodehelp.com Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater:. REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 DELUXE VILLAGER MODEL-LOT 16 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)............... ............... ................................. .................... ............................110 mph Q WindExposure Category..................................................................... .............................................................B Q 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) ...... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ..................... ...........................:..8<_ 12:12 Q Mean Roof Height ...................... .:............................... .........(Fig 2)................ ....: :............16:ft <_33' Q Building Width,W ...............................................................(Fig 3).................................................. 52 ft <_80' Q Building Length, L ..............................................................(Fig 3)....................................................73 ft s 80' Q Building Aspect Ratio(L/W) ...........................................(Fig 4)................ ...... ........'....:...........1.5 <_3:1 Q Nominal Height of Tallest Opening2 ........................................ (Fig )....................... 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2) .................... ...................... ............ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780CMR 5404.1 Concrete.......:............:.................._...........:.. ....... ...:.:.:........... ......... ................................ Q Concrete Masonry .............................. ...................................... ................... N/A . ................................... 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)...........................................:........ 32 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 'in, <_6"—12" Q Bolt Embedment—concrete............................... .........(Fig 5)............... :::. .........7 in. 2!7" Q................... Bolt Embedment—masonry.........................................(Fig 5)............................................. in.>_ 15" N/A PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x'Y4° Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension..;................................(Fig 6)..................................................._ft:5 12' N/A Full Height Wall Studs at Floor Openings less than 2',from Exterior Wall(Fig 6).......................:............... _ N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..;...................., < 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.:5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q WallStory 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-Loadbearingwalls.............................................................(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 p ( ) (Table 6)............Splice Connection no.of 16d common nails .... .,..... .::............................................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.<_ 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_ 11' Q Full Height Studs (no. of studs)...................................(Table 9)...............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...................................:..:..................:...(Table 9)................:.:........:........:.....8 ft O in.<_ 12' Q SillPlate 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) .......................:......... ...................:A 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":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. Q Shear Connection (no. of 16d common nails)(Table 11).............: 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)I 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ...........:....................................... (Figure 19)...............2/3 ft<_smaller.of 2'or L/3 Q Truss or Rafter.Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236.plf Q. Lateral.............................................(Table 12)...........,.::................:...............L=176 plf Q Shear........................:......................(Table 12).....................,..........................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2' or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral (no. of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type........:..........................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness..................:.:..,.................... ...........,...,................:...............5/8 in. >_7/16"WSP Q . . Roof Sheathing Fastening............................................(Table 2) .................. ........: ....................8d Q DELUXE VILLAGER MODEL LOT 16 MEETS THE CHECKLIST IN ITS ENTIRETY, THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: , a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached.to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1- -MEN THIS EDGE REM ON FQ�AMING USE&!NAIL$ ATfib.c. , �7 ..��..N__ _— ___ ___ .. • _ 1I 11 17. 1 11 II N 7 lC � 11 li IiT 1 O ll '-1 �- Il Q ll -- ii t7to rl 1 Ii Y3 11 11 t Z, .. 13 II fl If 1 11 1t IL u , II J II d II it W 1 .. II 11 14 ' 1 II 11 ll fl �Jf MAILSPACING { PANEL d v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment f AWC Guide to Wood Construction in High Wind Aieas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' a 1 I I Ir r' ei m Z 1 1 a �Q II I1 i FRA1igING MEMBERS EDGERdTERMEMAT£ i !I r Z S MIN. ------- -L.-- ------- ------- STAGGERED 3•MIN MAIL PATTERN PANEL PAWL EDGE DOUBLE MAIL EDGE SPAQNG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment a • ��g t.D� N I D ram, JoB SIT A yl%,p UNS I'ALLEJ BJILL; �'ti.PAODUCTS PO BOX 1309 SAGAPAO,RE BsA�! ;_M;a t! S62` INSI!U, 'i-iC)N CLRTIF!C„TION;PER !ECC 303,1.1 BATT iNSuLAT ION Exterior malls: Type: ---b-� --•-• tvla� u�acf:?rer:�Qi4s`C.aj��, ' lue: IV' Exterior w ails(other Q_ _ Tvpe:CL, Interior Walls Stair(velk Type; —'_-`---------------.Rn,a��a fdc to Ter, Basement �_e Type t'6c41-yc li'�scs Flat Ceilings: ; Ty f?e° -O _ anufactu,-er: R-Value: Sloped Ceilings: Type: hlanufa ----•--=_-__.�R-va line: BLOWN INSULATION FIBERGLASS On t �_J c, , LOSE! Exterior walls: Type: Settled Thickness:. !nstailtcl thickness: Settled R va!Ue: Ca�erage acea: ___�_Irlst�iJ ed de,isity.� --- __,Number,Of Bags, - Flat Ceiling Tvpe: 6 Settledlhi ckne Ir<<aflhd thickness: 15 Coverage Area: .4�3v Se fled ?•va t✓� �s+r1Sflr pensi.ty !d '' Number Of,gags: .1< —_ SLOo_ed, Ceilin s: Type: - S IVI'rr�uf..ctu-Fr_ r Settled Tt,! 5-- _�!n'stalied tnicl�ness: 1Q rtne55'__--_•� S .tUea.P.=Value; `�OVeran l b �e Area9 aile cier?sify: ' a — Number(.If Hags: r, Fo UrAP tat! DareC�'� ed Ruilainc;p p _ r r r , t5 00a _U a_o ZA Home Energy Rating Certificate Property HERS t` Bayside Builders Rating Type: Confirmed Certified Energy Rater: Patrick.Daley / Andrew (_150 Pheasant Hill Circle" Rating Date: 04/02/17 Rating Number: 28965 Cotuit, MA 02635 Registry ID: 699693813 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 65 Efficient Home Comparison: 35% Better Heating 24.8 $681 36% General information Cooling 9.6 $37 2% Conditioned Area 1772 sq. ft. House Type Single-family detached Hot Water 3.6 $170 9% Conditioned Volume 17017 cubic ft. Foundation Unconditioned basement Lights/Appliances 21.1 $1014 53% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 59.2 $1903 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 64.00 CFM25. 2012 International Energy Conservation Code Ventilation System Exhaust Only: 89 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-35.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 788 Clg: 788 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 100.00 Range/Oven Fuel Natural gas Sagamore Beach, Ma. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 Refrigerator (kWh/yr) 633 Clothes Dryer EF 3.01 Info@energycodehelp.cor � Dishwasher (kWh/yr) 259 Ceiling Fan (cfm/Watt) 70.40 Certified Energy Rater: REWRate - 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. oGa -ooa- � s M Al f4 Town of BarnstableRECPT 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-16-3706 Date Recieved: 12/20/2016 Job Location:. 150 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 :' Du E 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 witli 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 12/20/2016 (508)945-I100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost: $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 12/20/2016 $85.00 XXXX-XXXX XXXX- Credit Card 2793 .._...... ......... ........... ......... Total Permit Fee Paid: $85.00 um 14 '1II ISNO�TAPE ITA TempParcelEdit Page 1 of 1 , JZw . ,?r .:'�„�,...__,.:..�;,,�„,n�s z.. �y,.,•:a;k� ,°„r-�.� ..µ ..,,., .... '.;. :. .>;,:: .... ;d & F...... .�at<, .. ..t� Fs4.aa �,�..;; Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 016 Street Number: 150 Unit Dev Lot LOT 16 l.� Road Name: PHEASANT HILL CIRCLE_.._...�.....�� T/R Sec. Road: T/R 9....; villla e: 07 Cotult `7 Part of M/P: MAP 002 PCL 002 .,........................_........................ .._ Plan Ref: jPLBK 617/69-75 (APP 7-62) „ Date Added: ..._ ........ .....: Updated: M ' n� lJpdafe ��®elef Addnother y http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 o 6 Foundation Certification in Barnstable:, MA Prepared For : 150 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-016 Baxter Nye Engineering & Surveying Zone X (unshaded) 0 FIRM Community Panel Number 0250001 0539 J Effective Date July 16, 2014 Registered. Professional OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. 0 Deed 78 North Street, 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 Y Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 0 Deed,Book 22249 Page 282 Scale : 1" = 20' 10-19-2016 Job Number: .2005-214 N/F TOWN OF MASHPEE MASHPEE PARCEL ID: 046-063 BUILDING DEPT. OCT 25 2016 N/F COTUIT HOMEOWNERS ASSOCIATION, INC. —� 107.56' TOkNil OF DEED BK. 23161 PG. 59 N 85'20'03" E PARCEL ID: 002-002 3 o OPEN SPACE Z (D LOT 16 10,696f S.F. N 0.25f ACRES �d ..0, 0 7o 2, o` .o' W FxI SnNG#lso 11.0p h �oCq n FoIJNo V 120' 102, �0I �o '0/,8;ooq PO`V 2 6 0 O 0 S 1 .01 o VL O' N N/F ALLEN W. & PAULA C. FULLERTON DEED BK. 28899 PG. 160 PARCEL ID: 002-002-015 -90. S9 R�169 BUILDING DEPT OCT 2 5 2016 TOWN OF BARNS Tp t— I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF -jhOF �r BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO p PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45).AND IS NOT LOCATED WITHIN A 0� SHANE yGN SPECIAL FLOOD HAZARD AREA. MALLON N THIS PLA 1S NOT TO BE RECORDED NO IT TO BE USED TO ESTABLISH PROPERTY LINES. / No•48687 d'P7 roo ESS% SUFN REGIS RED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE boa- aoa - ot6 Foundation Certification in Barnstable., MA Prepared For : 150 Pheasant Hill Circle Cotuit Meadows) i Subdivision of Barnstable Assessors Map: 002 Parcel: 002-016 Baxter Nye Engineering & Surveying Zone X (unshaded) 0 FIRM Community Panel-Number 0250001 0539 J Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. 0 Deed 78 North Street, 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 y Page 158 1Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 0 Deed Book 22249 Page 282 Scale : 1" = 20' 10-19-2016 Job Number: 2005-214 N/F TOWN OF MASHPEE MASHPEE PARCEL ID: 046-063 N/F COTUIT HOMEOWNERS ASSOCIATION, INC 107.56' DEED BK. 23161 PG. 59 N 85'20'03" E PA�RCEL ID: 002-002 p� a OPEN SPACE v f Z C �o� / o ' LOT 16 10,696f S.F. P�-, 0.25f ACRES 0 10 2, o' 8,0, N ` CDOq noONDq n D' N 120, 70?' Ohl /18/20D,q ON z 6 0 b b 1 .0, o O' N N/F ALLEN W. & PAULA C. FULLERTON DEED BK. 28899 PG. 160 PARCEL ID: 002-002-015 -90 59 , 9 �S8 , h�l44 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO ,,j►�' p PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A o� SHANE tiG SPECIAL FLOOD HAZARD AREA. M.. ^' MALLON co PLA 1S NOT TO BE RECORDED NO IT TO BE USED TO ESTABLISH PROPERTY LINESS..// No.48887 SUFN REGIS RED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE Y I. TOWN N OF BARNSTABLE yI liI CT —4 Chi; 2,6 N N` � Uo o �� �tl T?�?'T'M1 7:G - ICI Lj O O � Ld o Lj W ono olvi DETE R W REj E FRONT ELEVATION BARNSTABLE BUILDING DEPT. 5—ALE: 1/4 =r-O° DATE FIRE-DEPARTMENT BOTH S/GNATURES ARE REQUIRED FOR p ATE, RM/TT/NG , N iu oNFTY o ►�— ? ® ul N O W O REAR-ELEVATION SHEET^ I 1 1 11 A I I I ' I I I I 1 JOB: 1620 L L. L I- - - - DRAWN BY: KNl ' DATE: 05/31/16 N v N 0 a � w 0 j r � 0 EEE ■ rFITI1 IM a o ILLIII Elw Dr (1) rs El i Q � 00 o 6:5 �� ILI Ld � • W m W Y" Z L- - - J '� a o m 2 LEFT ELEVATION- m m a 51--ALE: 1/4"=1'-0" FWI 12 LU z z o D, w 0 a to F o ►11 J � } • ❑ o W w ® ®IkLO ----------------- ® > SHEET � I A2 y L-1 ' RIGHT ELE\/ATION � L I JOB: 1620 �- - - - - 1-- - - -I- - - - DRAWN BY: KW SCALE: 1/4"=1'-0" DATE: 08/31/16 TNT2423 14'-10 X 29 T 14'-O" « cJ.1 TYd 24410-3 . 89 5/8"xbO-1/8" (3J 1 7/8" L HDR I I TN 24410-2 N x 'I 12'G ILING B O 59 T/8'k60 7/8" - \ Q I Q 51 Z Q 1!) SUN O ROOM I 4 « ^ J lA HALF i�( .. K Xp.� 0 m I Z fy DD ry 3� l O l DN. r 9 ~~ W O . f ~ 1I LI I 15-LITE T" LITE - Q {�- _ 26 IFRENG I FIXED J W FIB (5)11 T/ 'LVL HDR 2 �� U r W O BUILT IN O FIRE . GAB'S YV/ RATED r Ir. 5HELVE5'ABOVE 'a M Y. W.LG. 1 24 - -- - - - - - - - - - - - �+ W Q O. OAK MASTER BEDROOM OAK DINING " VAULTED GEILING + OAK �•+ . Q10'_b"®FLAT — — — — — — — — — — — — — — — — — — _- — — _ I. T G « GONRETE SLAB TW 2441 N c� 12'O"LATH GEILIN _ f 'w . T - OAK PITCH TOWARD DOORS ® W . r Q GREA OM 30 1/8"X60 T/b O CUSTOM _ ® m W TILE - W — — — — — — — — — — — — — — —.— — — — — MASTER o b o d Q O 4 2442 BATH 2— 1'-a 3/4" 4 1/ "X53" TIE 11-4 N 8-3 3/4 -• b GAB'S W/ f_l 1i� SHELVES OVE � __�_ —�___�_____ 4 T4V AF.F. (2)14"LVL - BEAM ABOVE b 5EE NARROW WALL (_�1�c a DETAIL N G 12 S. RAI5ED GEILING 26 N" GL. m II U. TRANSOM ABOVE - TRANSOM ABOVE , 10'-b" Sq - I 7'-0,X9'-0'O.H.DOOR 7'-O'x9-O'O.H.DOOR . BATH -_ ,. 24 5/8"x24 5/8" b _ ` FLAT GEILING TILE 2— 50 20 - - CONCRETE APRON - o TGH --- 4 HALL ICI EN L NEN ? oAx m FOYER OAK o c 2 s m - ry OAK REF 4 - . ry `r O 48 1 "yd � GL. 7 / j� r I •. 1 C.OGK I T T r LU 0 6'-5 1/4" 3'-11 1/2" 3'- 111 "'I� 4'-11 3/4" b — IF Lu Q TW 24410 14'-3 5/4" = I - I LITE w II� Q 30 1/8"X60'!/8" N 10'-b"CATHEDRAL GEILIN6 Z BEDROOM:#2 TV BE]�ROOM �1 � u (- Z OAK. I-OAK I O lL- I I ry Q Z v C I I Q f1 I I 4 O x x ry m ry \ ry ry SHEET 6'-0,t b'-0.� 5'-0�� 5'-10" 5'-2" 1'-9" 12--0" 16'-0" - 25-0" A5 FIRST FLOOR FLAN JOB: 1620 + 5GALE:1/4"=1'_0" DRAWN BY: KN DATE: ob/31/16 20'-0" I I I I •� N 2-2x10 GIRD ., - > O :•i -c...:.:. - 6X6 P.T.P05T I _ _ V.METAL POST ANCHOR -GAL cl 1O""SONO TUBE"PIER W/ 26""BIG FOOT"FOOTING TYP. U m 1 = 2x10'5 0 . HALF I I. - ;� ; 1 I I L — — — _ J N Q9 J In - BULK I I . DECK FIRE 7 •:,.'r t i.rs{f - �...: I I J HEAD I p BY ONPIER RATED . I I• I,�> r I K I �y 00 n x m n] I I I I I I I I I I I I I N I Q Q n DROP VQALL / UP I i I I I I I DROP WALL UNDER — — — — — TO 36 — - - ,7 Qt�� I I I I I I I I DROP WALL AT STAIRS Z ���yy - 'w t :i ;4e'.h a;4 i :x - r — — — — — — — - — — — — — - — - - — — — — — - — — — — — — — p IW Y r 1 U B LL M PKT BM.PKT ' S. I 8 x T-9"GONG.WALL I 1 _ W 0 ' 8"x 8'-q"GONG.WALL N .. i I 16'X10"CONTINUOUS FOOTING TYP. _ _ u o t I 1fi"X10"CONTINUOU5 FOOTING TYP. I I I � I � 1 `' i• I y. I � Q 0 .. 17T,_a.. - - 14-0" r- w.14'-0" - 13'_8,. r Q .. - .. _ 8"X 46"GONG W � . ALL L. y N 2XIO'S .I —I— I i 1&"xlO"GONTINUOU5 FOOTING TYP Q- Q �. ®ib"O.c. r 1-J r OAKAOE N OD 4".CONRETE SLAB '' - ~~ O - . F �. J I } - ,s PITCH TOWARD DOOR5 I S '� W Lo _ L � ry. r ` 1 co 2x10 2xlo'S L' 2152 ®16"O.G. F NOTE: ? Q O .. , T I I J 1 1 5/5 ANCHOR BOLTS 1/ "x /81 r iv ���III m EMBEDDED T„ ---- I 5PAGED 52"O.G. To 36" _ _ J - 12"FROM CORNERS Q --- I r I r r b _ _ - - 1 1 - - YVASHER5 3"x3"xl/4" •`. I . I 1 DROP WALL UNDER ® I Ii.:. SLAB®DOORS T'P:'r SEE NARROW WALL - _ — DETAIL I J- I I a. I r' r. L- - - - - - - - - - - - - - - - - - - Jr - -I -- - - - - - - - - - - - - - - - - - - - - - - - I J - x. r- - I iv I L_ J r --1 I t 1 1 I FULL BASEMENT I I I 1 r I I I 8"x 8'- CONC.WALL I , 1" 3 1/2"GONCRETE 5LA5 L J \1&"XlO- NTINUOUS FOOTING TYP1VAPOR RETARDER111r 1 BMPK ® 1 J 1 Z Q Lu r F I 3-2xio GIRDER 1 FIIr to 1 I 3 1/2"DIA.5TEEL COLUMN I O ~ Z . 30"x30"X12"CONCRETE PAD TYP ? rt1 - m •� fl Lu L --------- ---------- - O _ _ o M1 4 a .:1 a„i — 6 4X4 P:T.P05T — — — — — — —I ' GALV.METAL POST ANCHOR c� c1 7 1" L — J ; 10""50NO TUBE"PIER Ylv O N N ;:trJ3 y.... ;.;K 1-'' 28""BIG FOOT"FOOTING T(P. J SHEET 75,-0" A4 FOUN12ATION FLAN JOB: 1620 5CALE:1/4"=1'-0" DRNm BY: KW DATE: 0&/31/16 N V IN N 0 V rr��• uj O V ,JJ n n Z o0 W 0 Q P N - _ RIDGE VENT I 1 2X12 RIDGE BOARD V V" a M� W 0 W Q 0 ASPHALT 5HMGLE5 - - . 5/8"CDX PLYWOOD ?!O w ,gyp 5® Oc RIGID WIND Wp514 BARRIER REQUIRED ry G WALL OD 12 AT EXTERIOR ED E OF EXTERIOR 8� TOP PLATE 12 b _ - it Q / R36 F.G.IN511L. '�+lOs YMr W - - - FASTSIMPENERS H2.5 Z FASTENERS AT ALL ®�lo 1xb 016"O.G.� ®76„ � - . 12 �b 0 RAFTER/TOP PLATE +,spy oc QMM 0 a y® JUNCTIONS TYP. ry W T' ('7 2xb5®16"O.C. - (2)1 3/4 x 14 LVL BEAM 2xb'S®16"O.G. f � ' (5)2xio's KITCHEN 'i GREAT II2,00M ZL 1,5TRAPPING ixb T66 BEAD BD. I P05T IN Y`1ALL �i - - (5)2X12 HDR. 5x8 F.G.GYP.BD. . N - BETWEEN GARAGE B LIVING 10"COLUMN - O BEYOND - 11LOGKI116 4'-O"O.C. AREA , N © I I ry IN FIRST TWO JOIST AND RAFTER GARAGE , j BAYS FROM GABLE WALL T66 3/4"PLYWOOD - 2x6'5®16"O.G.- - 2x10'S®W'O.G.W/ 'p ^ R21 F.G.IN5UL. I SOLID BLOCKING - 1/2"GDX SHEATHING I I R30 F.G.INSUL - - TYVEK/W.G.SHIN6LE5 DECK 4"CONCRETE SLAB ' - BENCH NOT 5HOM PITCH TOWARD DOORS ^ d. P.T.2x8'S®1b"O.C, P.T.2X10®16"O.G. 1 .(3)2x10 GIRDER TYP. 2-2xb GIRDER 3 1/2"STEEL GOL - 1y. 4X4 P.T.POST I ? 30"x30"x12"FOOTING - 10'""SONO TUBE"P ANCHOR PIER W/ I . Yi 26""BIG FOOT'FOOTING TYP. 10"'50NO TUBE"FIE YV/ - 26""BIG FOOT"FOC T1NG TYP. Z .< I 5 1/2"CONG.SLAB .. JU — O - W Lu` z . O SECTION "A" SECTION "E3 SGALE:.1/4"=1'-0" - - 5CALE: 1/4"=1'-0" 5HEET . 51 JOB: 1620 DRAWN BY: KW DATE: o8/31/16 - 20'-0" N - ' frI U N Z O aLn L L O J n 00 14--0„ 13'_8" LW Q El z P LO _ J LLJ'� LL A in W ry GARAGE ►/\ In . Z _ • ill m Im cn a I K O LU f � Q Z 0 Q DL 111 I _ Z 5HEET 52 FIRST FLOOR FRAMINO PLAN JOB: 1620 , 5GALE: 1/4"=1'-0" DRAY'N BY: K 4 DATE: 08/81/16 ss (3)11'1/8"LVL HDR N r 1 ON W z ¢ Lp V) ° J0 lh N J N z �•. O _A W L 1(3)11-1/5" VL HI?R i MM O j W 2% ® .:. W 12 R D6EOD 2X12 RIDGE _ .0.0 X O . N W L co T W 2X12 RIDGE 1 BEARING WALL LU V < — o Q 1W-1 Q� Pz "BUILD OVER" VALLEY 8 L Lu — — — Z: j "BUILD OVER VALLEY" O 26-0" J SHEET i�00F FRAMING PLAN : 1620 5GALE: 1/4" IDRAWN BY: -KW /.- - DATE: 05/51/16 ' I EXTEND HDR TO CORNER - _ _ - 2xb DEL TOP PLATE RAFTER- �16"O.G ' - - - --- - 4 r . FULL HGT.STUDS '"" • JACK 5TUD NAIETOOF ATEHDR APPLY 51MP50N M5TA15 CONNECTOR o ° H2.5®EA.RAFTER wlLo ry 2 ROWS OF ibd NAILS ON THE INSIDE FACE OF HEADER 1 0 IA -®3"O.O. - - _-- TO EACH JACK STUD - 1 'r' 5TRUGTURAL PANEL HEADER I o TOP PLATE M - NAILED 8d COMMON CONTINUOUS HEADER o o �_) '--ILo ®3"O.G.EDGE AND FIELD ---- CORNER TO CORNER _--- OVER MULTIPLE OPENINGS � `y r, ob Q -- - DOOR TRIMMER STUDS ( FW Ln SHEAR WALL COMPLIANCE: RAFTER TO PLATE GONNEGTIONJ W W= 30ah OF EACH WALL RUN O SCALE:N.T.S. - ICI (�. LL 2-5/8"ANCHOR BOLT5 ii VERTICAL 5HEATHING'WITH a W Q w/3"x3"PLATE YVA5HER5 ' " " - EACH NARROW W Sd NAILS 3 EDGE/12IFIELD a) ALL SECTION _I I i i (4)16d.NAIL5 PER FT 130TTOM PLATE Q Q C I I L= 15%OF EACH WALL RUN ] 7_ 20116 HOP,>6-5" VERTICAL SHEATHING'WITH 5d NAILS 3"EDOE/12"FIELD �- (4)1(id NAIL5 PER FT BOTTOM PLATE 00 Ln W m W m m M (L NARROW WALL BRAGINO AT GARAGE DOOR 1 SCALE:N.T.5. s e DOUBLE ROW JOINT DESCRIPTION NUI4BER of NUI4BER� sPAcwo - ca4noN,wwLs - STAGGER NAILING - INTO BOTH PLATES - - ROOF FRAMING - - - - _ - 2X&DBL TOP PLATE - BLtKWaTOftAFlCR,TDQNAptDI 2-0a 2-,Oa • . M BOMD TO RAFTER FEND NAILED) 2-tep }1M -- --_ --_ WALL FRAMING - . OP PLAre9 Ar WTERSEOTIONB fFAOE NM.ID) 4-1 - -,ba AT JOP1T5 . - - - - SND TO 9ND(PAGE NAILED) 41.6a 2-16c1 HEADER TO HEPDER(PALE NAILEDJ 1M td] 24.O.O ALONG V� - - e EDGEB O ' FLOOR FRAMING . . 'u`J . - JOF,aT TO SW..TOP PLATE OR GP2DER(TOE NAILED) - 2— IOC PFR YJFT V 1 - - BLALKOtG TO JOBT(TOE NAI�p) 25a 2-1Ltl EALN END Q r r . VERTICAL - el-acicwe ro su oR Tar PurEtrce NaLEw �Iba a-Iba eACN BL«ac Z ,,Y w - ul STRIIGTURAL PANEL IEWER srRP ra BEAM oR aRDERfFALE NaLmi },ea a-lea EALH.xnsr (r\ Lu `l Q NAILED 8d COMMON - - - - .nsr oN LEvaER ro BEAan,rce N,aLEw - s-ea - ,oa PER�olsr Q Bu+D�olsr ro.IOBr(ET1v Nalmr },ba a-lea PER.elsr ®3"O.G.EDGE BAND.lolsr To slu oR roP Pure(roe NaLmi -,bv },ba AND 12"IN FIELD ROOF SHEATHING w N RAFTERS OR TftU55E5 SPPLED UP TO 16'OL tb 10a EWFIb"FIELD d'1 1 O _ RAJ�ERS OR TlL155E5 SPACED O.cA,e'O G Bcl tOa 6'EW E/b`F�ID �z• ' - ENOPNLL RNCE OR RAKE TRU59 w/o GABLE OJERHAVL Da IOC 6'EWE/b"FIELD . - 6ABLP ENDYtALL RAKE GR RAKC iW199 w/STRULNRAL Ca 1oa e"EDbE/b'FIBD 1 ' cunoaKERs r - G D✓W1 RAKE OR RAKE TRUSS w/LOOKOUT BLLOKS ba 1" 4'EW E/4`FIELD CEILING SHEATHING O DOUBLE ROW 5TA6GER NAILING .�_ - - swsw"rwLLeoAR° - E°cooLFRs - Fme'to`FOLD J INTO BOX AND 51LL -_ .. :.Y - - WALL 5HEATHING 1 I wrov sTRucn�RAL PANELS - r. 5ND5 SPPOED UP TO 24`O.G. ea lOa 6"EOGFll2"F@lD . I - . �WEUM�F®ERBOMD PPNELS ,'EDGE/b'FELD - I I 'a"��{' �- Pw-LvoARD .sa cooLeas - °eose/lo•FELD.. 1 h a � - FLOOR SHEATHING - rvwv sTRucTImA.L PANEIs II roR LEss ea ,oa - e-Ewerr FlELv SHEET GRPlreR THAN 1' � ea tOa b'ED6PJ6'FIELD 54 II II I ✓ OFULL HEIGHT SHEATHING -SINGLE FLOOR ti JOB: 1620 SCALE:N.T.S. DAB 13Y:08 31/16 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' J. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION 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: J SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL J J SITE IS NOTR WITHIN AN AREA OF ESTIMATED HABITAT OF RARE r ++ WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Z �" + HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS OPEN SPACE PROTECTION ACT REGULATIONS (310 CMR 10)." PRt DIA. x 6' DEEP LEACHI BASIN SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP w/ SURROUNDING (OR ALTERN TE 107.56 17 MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." EQLUME of 289 CF) CONFECT Au. N gg�2o'o3" E ' ' X SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER ROUTS TO LEACHING BA 3 _ 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES a UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, 3xs -�, 62S _ ~'�"��_ .- c,�-�" �OTSETBACK U ^ 69,0 REGULATIONS (321 CMR10) VEGETATED 1 t" DEEP LOT 16 66 5 �' y SITE IS WITHIN A STATE RECHARGE PROTECTION AREAD ZONE II GROUND WATER RAIN GARDEN t125 C.F. STORAGE) ,� '� `� 10,696f S.F. / TOP-63.5/ N t 3 , 0.25f ACRES BOTTOM- 2.5 ' CONSTRUCTION, NOTES: / 67.0 � i 0 p� 67'0 0 �' 710 688.. 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE 7 ; t SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. i i J 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM 64.0 pR , �� p� I THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, ' 7 mo o H +', z,�o' ea. 7.51 � DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. w �o,0°NSF i Cq�q 3. SEWER BUILDING CONNECTIONS: - MIN. COVER SHALL BE 3 FT. 0 63.17 cat /64. NIV;- i + sg? �7.7 4 'F - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES < + N x AS REQUIRED BY BARNSTABLE DPW. x 5.0 b 58.0 ° 2 00 72.0 - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2,1 X. � c ' �e•o 8.2 8. rQ r . VEGETATED 12" DEEP RAIN GARDEN (125 2 C•Et_STORAGE)__ 62.t SCTSA TOP-62.0/ x BOTTOM-63.0 s� 63.17 ` i > E- b A i i 67.0 \ CURBS 7•0 � co � Cotult Meadows Subdivision o. + CLEAN A ,� �° r Cotult•Barnstabie, Massachusetts �.� s�_ ° PREPARED FOR "� S COTUIT EQUITABLE HOUSINGj LLC `\� P. C. Box 95 Nv" �IN' 6.25 D� '� ti 5•'t9• W J LOT (� Centerville, MA 02632 -` INV,= , f 5 r TITLE 6.86 SMH #V S Site Plan " ---- "" NV OUT-5 .2 - --------- tip - Lot 16 . 150 Pheasant Hill Circle v 4.D k . 66.h7 BAXTER NYE ENGINEERING & SURVEYING x� Registered Professional OF qj Engineers and Land Surveyors ���� STEPHEIVsgy 78 North Street, 3rd Floor,Hyannis,MA 02601 O D.MATSON a �. Phone-(508) 771-7502 Fax - (508)771-7622 CICA o CA CIVIL ao�FGI s T E'?- 20 0 20 40 10NAL ENG SCALE IN FEET SCALE: 1" = 20' DATE: 09-30-16 REV. DATE: REMARKS LOT 16 DRAWING NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214