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HomeMy WebLinkAbout0180 PHEASANT HILL CIRCLE �. i Home Energy Rating Certificate BUILDINGDEPT, rir Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski DEC 02 2016 180 Pheasant Hill Circle Rating Date: 11-28-2016 Rating Number: 27199 Cotuit, MA 02635 Registry ID: 191928862 TOWN OF BARNSTABLE Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 60 Efficient Home Comparison: 40% Better Heating 22.9 $638 34% General information cooling 8.5 $156 8% Conditioned Area 1744 sq. ft. House Type Single-family detached Hot Water 3.3 $155 8% Conditioned Volume 16794 cubic ft. Foundation Unconditioned basement Lights/Appliances 19.3 $914 49% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 54.0 $1863 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 42.00 CFM25. 2012 International Energy Conservation Code Ventilation System Exhaust Only: 85 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-40.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 585 Clg: 585 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) 691 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 70.40 ^ 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. iOu Slri 'La7 �`1 �h�l►sf►..,%�1�� MA ,'.,p f g1.i.E'D EUILDONIG r) op, S PO Box 1.3Cry SAG�j;MICIRE BE ft.,.:;T -FEzR I C 303,1.1 BA i INSUL,,i 10 N Exteri o r walls; avian. !T luti,rer:(:JlXsL 41'�' a.i 1 Lxterior v a; s "Other); Type: ssc _ lue: interior Walls Stairwell: - 7 Y?e: - --.—_.__---_• _.._---r`�ar1�N72(.LtirE'r; BaSernent(e?iit rYR N4 d l:r?C`t U r C r;�CLLJ.S �.�„d✓ril�fr `_ Ll___-...--.___ Typc'------- - ra1n t:JcEarcr R-Vaiuei BUILDING t�EP= C 5'opCd tilin,S� _ _ DEC 02 2016 Typc' Va uracturer: TOWN r;LOVYN' ►vsi�= �i OF BARNSTAB' — -- EXterlbr wa1;s: Y e: Settle h - - i +^il d i T is e,c' n ed thi :rie_i SC ll@?d I� \/a lue Coverage � _ InstaltcJdensir,:— iVu;r,k1_ c i Laps Flat r eli n .s CF died COv'ra 7e ea: ti -r � I' ;tilled density: l... i.P.1 OT C<8 4 36 SIO,,ed.geit;;,,j?S.1 Type �_ . � .s�L �► SettledThikneSs` )6 r _ installed thic4ne55; O: ply a-1k Town of Barnstable �IHE,� Regulatory Services BUILDING DEPT. Richard V. Scali,Director '"Mb"B gig` Building Division NOV 2 9 ZQ's iOtFp .�►, Paul Roma,Building Commissioner 200 Main.Street, Hyannis,MA 02601 TOWN OF BARNSTA13LE www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# �" ',J FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less )09 7 ed Location of shed(address) Village Property owner's name Telephone number �x Size of Shed Map/Parcel# Signature Date y Hyannis Main Street Waterfront Historic District? ;(J 49' Old King's Highway Historic District Commission jurisdiction? 4Z Q You must file with Old King's Highway . Conservation Commission(signature is required) - G� C/ 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 REV:06/20/16 E � \} \ ''� � . ���\ � � . ��z , � � �/ � � � � \ a :���� . �«2�� . .����� : � \���� �A/' \ � \� ! ��/« « y r���� © � ! ` �� ��\�� � # � � �/�2� \ Jt� � � ` � _ . � . � . / . :.���\.\��\ a � , . 22 .�: . . «� . ��aw : � x r�a � � . ram?w. w ��_�: � � - � ,�y w: � ` \<, \ ^^ � . . . »� \«7 { « - w©©�1�;�\ . . . � . «� �d\ G:. ` a«. � `� ���\ \��\���\: . \\\/�\���\ `»?. «a=, . 2 \` � � �- . ..�,. x� � � � \ \ 2� } � ,w. . �-. �'2���������; . . v . ��¢:���zw�«w. . «. . . . «� .�s . va : . � . ` d&��\����/��-w� . � w as :tt�2 ® , ww��, : a � 2 � ww»y® � . f. . . : a . , . �ww. 14Q 40 { O C � 6 iq\ QOJh N83 30 442"E t86.41 k y Q 8 807:0 S.F. I . n 020far OREScn ITN= O ✓ � � r s. Ila 66.4' 1 � I A °I a Z cyl N co 20' SETBACK I LINE OD r 1 t. 86.24' " . 83.37 1 W �— G iA s Is N W W pHEASANT sL — --- S S_ - - — E/DC _--- F . 0 E/DC E/DC a DC E/pC E/G E/ N �- Z - x •�, d yy ' s OU ' .� Town of Barnstable Building '.' Post This Card So,That rt is'U�siblesFromthe Street.-•A ;nrovede;Plans.Must be;Retamed,on J,oband this,Card Must be Ke t i • �SI5TA8�.B, . � ,� 1 ..; :. 3 PY.,; �� � 7 � r s€: F �" y .� p ��::� �r Pos ed Untilfinalnspection Has Been Mader . j= • 4 Where a Certificate of Oceu' anc %is Re aired,su� Bu>idin Shall,N,ot be Ocea red-untie a,Frnal Inspect#onrhas been made Permit Permit No. B-16-2464 Applicant Name: Eric Whiteley. Map/Lot: 002-002-019 Date Issued: 08/29/2016 Current Use: Zoning District: RF Permit Type: Building-Sheet Metal-Residential Expiration Date: 02/28/2017 Contractor Name: Eric T Whiteley Location: 180PHEASANT HILL CIRCLE,COTUIT Est Project Cost: $5,000.00 Contractor License: 15920 Owner.on Record: COTUIT EQUITABLE HOUSING LLC � Permit F.ee $85.00 A Address: PO BOX 95 �Fee Paid .$85.00 tx CENTERVILLE, MA 02632 j: Date. Z i, t 8/29/2016 Description: Gas furnace in the basement with one zone of heating amid cooling and new duct work Project Review Reci : Gas furnace in the basement with one zone of heating and cooling and n ew duct work gA Building ng BOfficial' This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced withi&� i months after issuance. All work authorized by this permit shall conform to the approved appi cataon and they pprovvR,0ed construction documents for which this permit has been granted. s. All construction,alterations and changes of use of any building and structu�es shall be fn compliance with-the local zoning by laws-and codes. � ��� . a °ram. This permit shall be displayed in a location clearly visible from access streetaor:road and shall be maintained open for public insodion for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire Officials are provided on,this"permit. Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing 2.Sheathing Inspection Ifflr , 3.All fireplaces must be inspected at the throat level before firest flue`lin g is nst6lied " 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection z 5.Prior to Covering Structural Members(Frame Inspection) - n y 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical installations. Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT . .- a?le a� MAI Town of Barnstable E 0 ts 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-16-2464 Date Recieved: 8/26/2016 Job Location: 180 PHEASANT HILL CIRCLE,COTUIT Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State l-ic. 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: Gas furnace in the basement with one zone of heating and cooling and new duct work �- cn Total Value Of Work To Be Performed: $5,000.00 • a� �A r— Structure Size: 0.00 0.00 0.00' r� 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 8/26/2016 (508)945-1100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,000.00 Date Paid Amount Paid j Check#or CC# Pay Type Total Permit Fee: $85.00 8/26/2016 j $85 00 XXXX Credit Card 3803 Total Permit Fee Paid: $85.00 • -TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z Parcel d02. O i' 9 Applications Health Division �t�BL��N DE Date Issued 1 /g ii<_ PT Conservation Division Application Fee Planning Dept. JU `4 2016 Permit Fee Date Definitive Plan Approved by Planning Board TOWN OF EEAAN;gTA Lt II II 9. Historic - OKH _ Preservation/ Hyannis Project Street Address ri<<l Circ'y.� Village CLz° )% Owner t d c) Address� 60YC * 4Lk Telephone Permit Request U Q a �c r ­ I - q Square feet: 1st floor: existing Q proposed Ms 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation d Construction Type Lot Size to Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Wull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) /73�� Number of Baths: Full: existing new L Half: existing new Number of Bedrooms: existing anew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ;4 Gas ❑ Oil ❑ Electric ❑ Other Central Air: A 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: q)t?-q Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ! ❑ No If yes, site plan review# V Current Use a c&r 4 7o4- Proposed Use 44 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name a� Telephone Number Address X Vll License t40S Home Improvement Contractor# 2 Email C +'h Worker's Compensation # OQ7 S140(Z7— ALL CO TRUCTION D RI ESULTING ROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE �) FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME a INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Massachusetts Department of Public Safety Board of Building Regulations and Standards ' License:.CS-005645. k - Construction.Supervisor BRIAN 7 DACEY PO BOX95 - CEIVYERVILLE MA 02632 4 l� Expiration: Commissioner 04/1 912 0 1 8 J Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain C less than 35,000 cubic feet(991 cubic meters)of enclosed space. _ y S Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: www.MASS.GOV/DPS 1 Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date Expiration. Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates,-Inc.- - - - - -- -01/22/08 08/27/12 -02/06/07 - - 12/01/16 — - Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01101/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/16 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 11/01/16 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 11/01/16 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 10/01/16 Wood Floor Specialists 508-888-3958 1 02/03/08 02/03/13 02/03/08 09/01/16 1 s 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-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust)................................................................. .................................................110 mph Q WindExposure Category.................................................................. ............................................................. B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................8<_ 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q BuildingWidth,W...............................................................(Fig 3)...........,...................................... 52 ft <_80' Q Building Length, L ..............................................................(Fig 3)...................................................74 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................1.5 <_3:1 Q Nominal Height of Tallest Opening2 .............................:............(Fig 4)..................................................6'-8" <6'81' Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................................._...................................................................................... Q ConcreteMasonry ................................................................... ................................................................ N/A 2.2 ANCHORAGE TO 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.-a 7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A Plate Washer...............................................................(Fig 5)...............................................2:3"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).................................................._ft<_ 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening.........:........................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_ 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing .......................:................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11)......................................I....... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used) ..................(Fig 11).............................................. 26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection (no.of 16d common nails) .............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral (no. of 16d common nails)..............................:(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in. <_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. <_11' Q Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in. <_ 12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in. <_ 12" N/A Full Height Studs(no. of studs)..................................:.(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_6'8" Q SheathingType.............................................(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. Q Shear Connection (no. of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 1.1).......................................................15% Q 5%Additional Sheathing for Wall with Opening>68" (Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................ Q AWC Guide to Wood Construction in High Wind Areas: I10 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 Z 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 Z or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U= lb. N/A Lateral (no. of 16d common nails)...(Table 14)........................................L= lb. N/A Roof Sheathing Type..................... .............................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q DELUXE VILLAGER MODEL MEETS THE CHECKLIST IN_ITS_ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -WHEN THIS EDGE REM ON FRAMING EME8d NAU A�fiblc. ' 11 11 i tf 11 lY 1 ll lY 1 ii Y 1•I it 11 11 1 11 11 11 11 I r II 11 11 I 11 11 11 1 M �-I 71 11 I � 1 11 I l - 7 11 II N 1 II - 11 11 Q 1 I` ono M �•� � ' z 11 11 It Q fl Ir 1 LLf i l 1 1 gi ` I t 2 11 11 � 1 II d 11 If 1 - a I I Q 11 i t W 1 p u 71 F, II II n 1 I I I1 11 1 . la t 1 1�1 11 tl ll II 1 - 11 11 i 40UIXE 9W� E ------ 1 fIAILSPACNJG - PAfiiEt d � See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 a 1 1 1 1 11 II ri m z ul I1 1; 1 1 Qa tlQ � 1 FRAMING MEMBERS i EDGE BTFERMEDIAT£ 71D 1 1 1 1 z rf IN ---- --�i---- -----j- -1-�- STAGGERED 3"MK NAIL PATiEAN�:/ 2 PANEL PAN EDGE BL DOUE NAIL EDGE SPAGNIG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment •' oFZYet �� dw-n off°Ba istable egul'atory Ser. lees Thomas F. Geiler,Director Bil-Rd uc Division Tom Perry, Buildng Commsssioner 200 Main 5teet, Hyanais,MA 02601 i r��town,barnstable.ma.us �iOffi= 508-862-4038 Fax: 508-790-6230 Proper y Ovmc' r Dust Complete and Sign This Section If Using A.Build-6r I, no 4J� �g� , ds 0-wner of the subject property hereby authorize to act on my behalf; b in all matters relative to.work authorized bythis ' ' .g permit application for; , 9- 6x6atd-Yll/ a re�e (Add-ess of f ob) Signa e of Owne Date Print Naroe Q;FOP N!S:OVN7BRPMf1SS1OW Department gf1;,z 'usirial Acei&nfs 600 MashinVoys Street Boston,.lam 02111 Workers Compeu.sadon Insurance.AflddaAt: B ld�rs[CentractctrsXleetiicianslPlumbers 1 l—Heant anon Please Piet Legibly Nam,e(Business/Organization/Individual): f Address: . City/State/Zip: 1 V Phone it. Are you an employer?Check the•apprdprlate bcZ.- 'Type of project(regmre -): 1-El I am,a employe with 4. I am a general contractor end I 6. �New construction . employees (full.and/oipart tune).* have hired the sub-contractors 2.El am a sdle proprietor or partner- listed on the atta.ohed sheet.t 7. ❑Remodeling ship and have ao employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. g. ❑Building addition [go workers' comp.insurance 5. ❑ W6 are a corporation and its 16 El Electrical repairs or additions officers have exercised-heir 3.❑ I airs a homeowner doing all-work' right of exemption per MGL ME] Plumbing repairs or additions ;myself [No workers' ccmp. e. 152, §1(4),andwehaveno 12:❑Roof repairs insurance required.]i employees.-[No virorkers' comp.;,Mcerequired.] 13.❑ Other 3-�r *Any applicant that elects boi#1 must also fill out the section below showing their workers'compensafion policyinfozmation: 1 Homeow eis who.submit this affidavit indicai•g they are doing all work and then hire outside wntract6rs must submit anew sf davit indicating such tContractws that check this box mist attached an additional'sheet showing 14a name of the sub-conttabtors and their workers'comp.policy information. rrrra an erzxplayer that fs rdvieling ivrrrke s'carri.pensadGn I surance for•Fray 67nplayees Below is the p0Ziey and job sire Insurance Company Name: c >`��� �`����• �`� Policy#or Self-ms.Lic.#:_ 007 go(a 2-1- - _ Expiration Date: Job Site Address: l 6 �!�D`�av�\ Vill Ou(c�Q—lCity/S to%zip: Attach a copy of thewgrl-ers' campehsation polidy declaration page(sh-owimgtise port€y number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can.lead to the imposition-of criminal penalties of a lHo c up to$1,500.00 and/or one-year nuprisomnent as well as civil penalties in the form of a STOP WORK ORDER arld a fiat, of>.rp to$250.OD a day.against the violator. R;advised that•a copy of this statement may be,foriXTarded to-the Offlce of Investigations.of the DIA for insurance coverage verification. I do,hereby car 'y uyider ike pains and.pe-ah`res of p--e.Y-Wry that fire xrr��r rrz�io�a pr Qn toed above is ti-rze�Utd carreet Slmatare: ` V-- A D ate: Phase�T: 4w, 6 Lk 01ritixl�e only. Do not.7wite iiz i' s area,to be completed by Bate or fav-rt o�i-drd. �f or I`avv : erm /Lcerlse Y Issuing Anthaxi-fy (circle ame): 1.Board of Health 2.R,zffldixlg Depaxtrr eat 3. Cfty> oma Clerk. 4.MeLxical Ii speetor S.Phnn.-Ung Ims-p-eaar C•o ier antaet.�ersaM: Ilene : Hoene EnergyRating Certificate RatingN mbe g Certified Energy Rater Andrew Popielarski 180 Pheasant Hill Rating Date 6-23-2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated Annual Energy Cost 1 Use MMBtu Cost Percent 5 Stars Plus Projected Rating Heating 41.3 $627 31% HERS Index: 65 Cooling 3.3 $195 10% Hot Water 13.1 $158 8% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 20.3 $1046 52% Generalbtnformation Photovoltaics -0.0 $-0 -0% Conditioned Area 1744 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 16794 cubic ft. Foundation Unconditioned basement Total 78.0 $2026 100% Bedrooms 3 Criteria This home meets or exceeds the minimum cri Mechanical Systems-,Features teria for the following: - 2009 International Energy Conservation Code Heating: Fuel fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gat. 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 57.00 CFM25. Ventilation System Exhaust Only: 61 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Buil4hig Shell Features- . Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 E. Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 804 Clg: 804 CFM50 Energy Raters of Massachusetts Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper ---^ Sagamore Beach MA 02562 Lights and Appliance_Features - �- 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 662.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. TempParcelEdit Page 1 of 1 MY x-'31 w. �dA bhp ✓ /��, � i # ��� Logged In As: Wednesday,January 16 2008 Frank Schlegel New Pa rce Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 019 Street Number: 180 Unit Dev Lot LOT 19 Road Name: JPHEASANT HILL CIRCLE T/R. 1 JI Sec. Road: ` T/R ' villlage: 07 - Cotuit Part of M/P: MAP 002 PCL 002 l �_. _...�_,................... v..............._.._...._......... _.. . Plan Ref: jPLBK 617/69-75 (APP 7-62)A, Date Added: i Updated: Updat elete A0dMA gother http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, MA' Prepared For : 180 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 062 Parcel: :002-019 Baxter Nye Engineering & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J p Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors- OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor �f Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082. ® Deed. Book 21059 Y Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale 1 = 20' 07-22-2016 Job Number. 2005-214 4'r cr ZE 4-4 Cn "`- -' O Dt- N/F ' TOWN OF MASHPEE tn DEED BK. 587 PG. 529 MAP 046 PARCEL 063 r co 0 z N83 3 2"E 86.41cct N J LOT 19 o � 00 8,807f S.F.0.20f ACRES �m 14.0 OD q 11.3' N/F COTUIT EQUITABLE HOUSING, LLC No- 14.0 DEED BK. 21804 PG. 41 PARCEL ID: 002-002-018 11.1' 36.0' Jo EXISTING FOUNDATION #180 22/16 14.0' 8.0' LOCATION D 07ATE / 00 0 c!o 16 0' o N O 07 O HOUSING. LLC N o N/F COTUIT EQUITABLE 21804 PG.`41 Q 120' DEED BK 002_p02-020 zo PARCEL ID: 1 NI N O _S8337'13" W 86.41' .WON* PHEASANT HILL CIRCLE 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 y��OFAJA BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO sqo PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN.A a�� ,SHANE yG� SPECIAL FLOOD HAZARD AREA. Iz UAL o MALLON THIS IS NOT TO BE RE!C®R11NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. N0.48687 Q SUR`^O REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE N Cq U `° N DvI LD/NG D Z ox � EPr „ w o } Ln 142016 z ARNSTASLE 0 Z N U o uo Tr m a LE I ® ® � 17 [ITMI] IT ■ I 'r°^' X 00 v` �. r� 0 W in � Q0 ® mma SMOKE DETECTORS REVIEWED FRONT ELEVATION SCALE: 1/4"=T-0"AILL BUIL I G DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING W v lv CL 0 W ❑ ® ® ® ® TF H ® ® ® ® ®DLL E E LIE El 1-1 E: O O �pATSHEET REAR ELEVATION Al SCALE: 1/4"=V-O' JOB: 1613 DRAWN BY: KN( DATE: OT/11/16 dN (I N O za , i. J o Qa � J l� 1` z > � W O Z � � 0 ® ® ° T ® � D ° w cr - iOi � o Hill } z L_ _ _ J L_ _ _ J M� Q O W m f9 �. LEFT ELEVATION 5GALE: 1/4"=1'-O" O � J W .�.` 12 OL � 2 SHEET RIGHT ELEVATION L J A2 5GALE: 1/4"=1'-O" JOB: 1613 DRAAN BY: KW DATE: OV71/16 TN1T2423 29 1/8"1' B"x 14'-0" TW 24410-3 89 5/8"X60 1/8" __. (3) 1 1/8" L HDR N 4 I 51 4 Nt j 1 N 1 12'G}ILING = O `1 TW 24410-2 12x16 DECK 591/8 X60 1/b',... ®I ® 59115"X60 MY 0 _. MAHOG_ANY ...... ..... ... .. SUN ROOM I ❑,j O IIW J Ln p 9 --mx y. I R' LITE it 00 ry 05 F Q In 15-CITE TV 6 FRENC � FUND i FIXED (3)11 T/ LV D L HR 2 HALF YVALL U BUILT IN O 2- FIRE R W O GAB'S YJ/ RATED 24 2_a SHELVES ABOVE `t /�s ® /� Q O CARPET MASTER BEDROOM CARPET DINING OAK ��7( �— VAULTED GEILING `r — Q rs 1 O_6 ®FLAT - - - - -O - - - - - - - - - - - - - - - rvrs 12'-0"CATHEDRAL CEILING GARAGE TW 24410 I CONRETE SLAB Q ~~ o N v 4 ob GREAT ROOM 3o va"x6o 1/a° d m O r N OAK PITCH TOY`IARD DOORS A VI W .. TILE m [[� o 6 o M O 4 T 2442 BATH 30 1/ MASTER 8"x53" TILE 5'-3 3/4' 10'-4" 3'-8" BUILT IN I? m 2 p 6 GAB'S Yv p Y• I[1 - SHELVE5 ABOVE a 4 I(1 m N ry 66"AF.F. (2)14"LVL BEAM ABOVE _ FL 6 SEE NARROYV Y1ALL D. 2 DETAIL it GL. i11 C j ry RAISED GEILING 26 _� I TRAN50M ABOVE - G 12 S 10'-6" --1 l'-0"x9'-0"O.H.DOOR BATH -- 24 5/5"x24 5/5" 6 FLAT GEILING TILE 2- � ��tQ O 6 CONCRt APRON _ s 2 KITCHEN = H LL --- M LINEN OAK FOYER c1 OAK o G 255 c0 tV OAK 7 GL. 0 481/2"X413/8" ry 5- _ I 15-CITE tu 4'-11" 11'_4" _4 -A --- O ¢ I 26 REF, O Q I p R Q J I i -T- LGOGK W v O I � 6'-8 1/4" 3'-11 1/2" 31- " 1 11'-4 1/2"I 3 - - up- J I z Q J TW 24410 14'-3 3/4" - I L I LRE r J O x T- o 30 1/8"x60 1/8" N 10'-6"LATHE GEILING p Z X BEDROOM #2 -r BEEJ>ROOM 141 CARPET OAK I (V _MAHOGANY. P-ORGH-- 4 `Q I I CL O Q 4 (3)11 1/6"LVL HDR lY1 ry "ry I x ram- p m ry mm O x z X V N m m v F r 14 m ry 5HEET 14'-0" 12'-0" 16'-0" 14'-0" A3 FIRST FLOOR PLAN .JOB: 1613 5GALE: 1/4"=1'-0" DRAYVN BY: KiN DATE: 0-7/11/16 201-0" ____I_______ _L___ _ _/__ — - - - - - N lu,- q r o C4 I� ` I �" 1 1 1 `i • � 1� 2-2x10 GIR W DE �,'.t T 3016 i1 0 bxb P.T.POST 36 1/8"x 18 T/8" 3_g d) 7 GALV.METAL P05T ANCHOR 10"'5ON0 TUBE"PIER NL .:: 2x10's 4 �� Lo 1? 26""BIG FOOT"FOOTING TYF. DROP FLUSH W 0 o L — — — FIfZF _ �I N 00 in I I I I I I I �y w 0 I I I I I I I mto 1 a r . _ -- 1 La r - - - - — - - - - — - - - — - - BM PKT BM PKT BM PKT �® DROP S USH GONG.NALL W 0 - I I ib"x10"CONTINUOUS FOOTING TYP. C. = 1im d O 14-0" F C 1 Q 16"xi0" ONTINUOUS FOOTING TYP. � h 2x10'9 I I Wx 46"GONG.HALL F- —I1—_1 1 L—� J GARAGEob rA 4"GONRETE 5LAB F. '� ~~ ya: Q IT J I PITCH TONARD DOORS m W I �/^ 2 2x10'5 ` x10's 2'-6". 2X10'S TW 3016 C ®16"O.G. S ®16"O.G. F- --i Q 1 36 1/8"x 15 V8" I I O M m rI Q BM PKT I c0 I I DROP HALL UNDER } L IN I 5LAB®DOOR5 TYP. ,. l �p 5EE NARROW HALL r DETAIL ,. < r r J L - - — J I > — _' 1 '"" FURNACE L—I— J r - -� I = 1 NOTE: 1 1 5/5"ANCHOR BOLT5 l v l EMBEDDED T' L 1 J � —I—J v I 1 5PAGE17 52"O.G. F ;% 12 FROM CORNERS I FULL BASEMENT o W Y A5HER5 5"x5"x1/4" r I O ,` 3 1/2"CONCRETE SLAB V 4 S I VAPOR RETARDER I _ '. 1 W F— — —� 1 BM PKT 1 J — J 1 z J TW 3016 36 1/8'X 18-I/8" V Q 1 3-2xio GIRDER — — — — — — — — — — Z J 1/2"DIA.57EEL COLUMNCL 30"x30"x12"GONGRETE PAD TYP Rl j fl 1 7'-9"GONG.HALL .9 16"x10"CONTINVOU5 FOOTING TYP. 1 - w am _ N O BEAM POCKET L — — — — — — — — — — — — — — — 1 :. <. 1 1 1 1-----------_ _ 4 F METAL (�AL P05T ANCHOR Q — — — — — — — Q — L J 1 '"SONO TVBE"PIER NV �`.r• 5""BIG FOOT"FOOTING 1 5HEET 6_3 q_q 2'-l.. q_6• 2'_3 12'-0" 64-0" I FOUNDATION PLAN JOB: 1613 5GALE:1/4"=1'-0" DRAWN BY: KW DATE: 07111/16 N U `o N z ° wIn o J Z � Op 32-0 W ° RIDGEJi VENT j� 2X12 RIDGE BOARD MP-0 V W Q O ASPHALT 5HINGLES *_r 7 r 5/8"GDX PLYYVOOD W c — y®16 S®/6 N 5® OC RIGID WIND WASH BARRIER REQUIRED Q AT EXTERIOR EDGE OF EXTERIOR WALL 8� ry TOP PLATE 8 U) N 0) PSON H2.5 O' R38 F.6.IN5UL. 6 +70, VJ�! W SIM s coLY O(� FASTENERS AT ALL ®1b 1x6®16"O.G. ®76„ RAFTER/TOP PLATE Oy O 4 v y®1 .!UNCTIONS TYP. qf1 c e'n f� ua 2x8s®16"O.C. 1 (2)1 5/4"x 14"LVL BEAM 2x8'S®16"O.G. a (3)2x10'S KITCHEN GREAT OOM ix3 STRAPPING c 1x6 T8G BEAD BD. O POST IN WALL T (3)2x 12 HDR. 5ET F.G.GYP.BD. I� BETWEEN GARAGE B LIVING (V 10"COLUMN BEYOND AREA (V I I cV BLOCKING 4'-0"O.G. i0 IN FIRST TWO JOI5T AND RAFTER GARAGE O V T86 3/4"PLYWOOD �i BAYS FROM GABLE WALL 7 2x6'5®16"O.G. 2X70'S®16"O.C.YV +p R21 F.G.IN5UL. I SOLID BLOGKIN6 1/2"GDX SHEATHING I I R30 F.6.INSUL. TYVEK/W.G.5HIN6LES DECK 4"CONCRETE SLAB I I _ BENCH NOT SHOWN PITCH TOWARD DOORS 7 :::� ZAN, P.T.2x8'S®16"O.G. P.T.2x10®16"O.G. (3)2X70 GIRDER TYP. lu A 2-2X8 GIRDER 4X4 P.T.P05T I •> tf J ul I 'J 3 1/2"STEEL COL. GALV.METAL P05T ANCHOR I !L\I e., 30"x30"x12"FOOTING ?' 26 BIG FOOT FOOTING TYP J s v 10"'SONO TUBE"PIER YV I r -c 10'."50NO TUBE"P ER W/ I O J 26""BIG FOOT"FO TING TYP. 3 1/2"CONC.SLABLu w CL J O SEGTION "A" SECTION 11 3" 5GALE:1/4"=1'-0" 5GALE: 1/4"=1'-0" SHEET 52 JOB: 1615 DRAWN SY: " DATE: 0-7/11/16 50'-0" _ IN N z ° Ln w ° V J h z > 00 � o 8'-4" 14'-0" 14'-0" 13-8" �J,] in JLJ 11 �l 1� 11 111 11 1 LIFJ U o I uf O M < °V I W I I TiT Af r w rV^ A ry GARAGE ►/1 (Y ° ry Vl W In m co Li O ry W = m I I ® I � V ry J O I x O ® m N � O O x z ry ry I I I I w I � v I � INL t v o � I P.T.2x8'5®ib"O.G. p I N W I O E7- O SHEET 53 FIRST FLOOR FRAMING PLAN JOB: 1615 SGALE: 1/4"=1'-0" DRAWN BY: KiN DATE: 0'!/11/16 14'-0" (5)11 7/8"LVL HDR N U N z ° < � • W p -7 J N OD W ° LO (3)11 7/8" VL HDR 'Z' - I - - J V W p M Q 0 � W p 17 RA 2Y105®1b"0.0.TYP. nCF — F� (j) N 2x12 RIDGE 2x1 RID E p 4 ry c W �t a z 'Q co = mm a. 2x12 RIDGE I I I I I I BEARING WALL J-Z n A 1L - - - - - l v o � "BUILD OVER" VALLEY o lL O OL O "BUILD OVER VALLEY" 26-0' SHEET 54 ROOF FRAMING PLAN 51-ALE:1/4"=1'-0" JOB: 1615 DRAM BY: KNl DATE: 0-7/11/16 EXTEND HDR TO CORNER _"- 2x6 DBL TOP PLATE - RAFTER a ib"O.G. FULL HGT.STUDS JACK STUD = 1 ♦ O NAIL TOP PLATE \\� ° V O TO BTM OF HDR --:----- APPLY SIMF'SON MSTA18 CONNECTOR o o H2.5®EA.RAFTER I��I ry 2 Rows OF 16d NAILS --- ON THE IN51OF FACE OF HEADER L N 03..0. 3"O.C. TO EACH JAGK 5TUD o r _ ° O STRUCTURAL PANEL HEADER °o TOP PLATE - u NAILED 8d COMMON ------- CONTINUOUS HEADER o° /V�1 Lo o 3"O.G.EDGE AND FIELD --- CORNER TO CORNER J N --_ OVER MULTIPLE OPENIN65 Z NN H. ob - DOOR TRIMMER STUDS Q LLI O Lo 51HEAR YVALL GOMPLIANGE: O RAFTER TO PLATE GONNEGTION W SCALE:N.T.5. 2-5/8"ANCHOR BOLTS I I ` YN= 50%OF EACH MALL RUN U ❑., w/3^x3^PLATE WASHERS I I VERTICAL SHEATHING YVITH EACH NARROW WALL SECTION _I I 5d NAIL5 3"EDGE/12"FIELD W O (4)16d NAIL5 PER FT BOTTOM PLATE M Q O it L= 15%OF EACH AALL RUN w :3 '7 .. 20%HDR>6-8" a — VERTICAL SHEATHING MTH () Sd NAIL5 3"E 26E/12"FIELD Q ' r (4)16d NAIL5 PER FT BOTTOM PLATE Q co rn O VI W QZ O (Y) (L ONARROYV N(ALL BRACING AT GARAGE DOOR SCALE:N.T.S. DOUB JOINT DE5CRIPTIONnBE�o a Nun+BER of NaL SPPOINb LS BO%NAIL5 LE ROW 5TAGGER NAILING INTO BOTH PLATES - -_ ROOF FRAMING _ --- 2x6 DBL TOP PLATE '- -'---- BLGCKNG TO RAFTER(TOE NAILED) 3-BG - EACH END Lu - -- M BOARD TO RAPPER(END NAILED) - 3160 --_-- —"_"----_ - YVALL FRAMING iOP PLARS AT INTtR'XGT,ONS(PACK NNLFD) 4-1 W 5-1Ld AT JOWTS \1 (PAGE NAILED) 4-16G 3 HEADER TO HEADQ(PAGE NAI ) ,W ttd 34'O.G.ALONG 1llY. - -- FLOOR FRAMING LU V SILL,iOP PLATE OR 61ROER RCR NAILED) 4-B[1 4-lOG PER J015T J - 6LCKKN6 TO J05T(r0<NAILED) 2-Bd 2-tOG EACH END VERTICAL - BLCGY Nb ro SILL oR rGP PUTErtoE NAILED) 5-,w a-isa EACH BLocK O J STRUCTURAL PANEL = LEDbER sTRw To eEa4 oR b RVER(FACE NaLED) 3,m a iro EACH JOIsr NAILED ed COMMON - JOSr oN LEDGER ro BEa4(roE NAILED, 5-ea 3,oa PER JoST Q .d ®3"O.G EDGE 6PND J05T TO J05T fEI.D NAILED) 31Ed 4-160 PER JOIST V AND 12"IN FIELD -- - BPND J05T TO SILL OR TOP PLATE(TOE NAILED) 1-t6D PER FmT 7 Ra ROOF SHEATHING m0 I Q Q wooD sTRucTURA.L PANELS � �- RAFTCRS GR TRU55E5 SPACED UP TO 16'O.G. BG 1od 6"2DGFlb'FIELD __ RAFTERS aR TRuSSEs SPACED OVER ie'o.G. De ,oa a-EOGEie F ELD IJ-1 - -- oGPBLE OVEfEHPNG � 1� S'EDGFl6'FIELp O n - - - bABLE ENPVALL RAKE OR RN[E TRU55 w/STRUCNRPL 1 b'EDCiFIb'FIELD 3L OOKEL -- - - TRU55 W/LOOKCVT BLOCKS OG iW 4"EDGF/4'FIELD O CEILING 5HEATHING CO DOUBLE ROw STAGGER NAILING '_` _:::, INTO BOX AND SILL W - - - - ALL SHEATHING - 5ND5 W TO 34'O.G. BG tOd 6 EDGE/13'FELD I - '�PND �a FBERBOARD PANELS So - 9'EWE/6'FELD I _ /�'GYPSVM WALLBOPRD 5E CCI7LER9 - 'EW E/t0'PELD FLOOR SHEATHING II _ WODDSRuc mA PANELS SHEET I I oR LE55 tm e'mGE/r P�LD I � � GREATER THAN 1" sa ,� a EDbE�b-FIELD II II II I OFULL HEIGHT SHEATHING -SINGLE FLOOR JOB: 1613 SCALE:N.T.S. DRAM BY: KW DATE: ' N Cl? BUILDING U N p�Pr. o z � Ln JUL14 2016 La o BARNSTABOr Z zM00 0 W Ln o Z U L] o m a o M M-1 Y ® ® A � 00 � O Wwx .. � mW � ® COoZ mm FRONT ELEVATION SCALE:1/4"=1'-O" W J J 10 J � v o � Z W ❑ ® ® ® ® ® ® ® ® ® ® O O SHEET REAR ELEVATION Al SGALE:1/4"=1'-0" JOB: 1613 DRAWN BY: KW 12ATE: O'V 11/16 N U `° N O z 2 � ,2 O �e r J IN z > n 0 W LO O Z � w ago ® ® ° ® ® oo o w ( �- n (J) n -Ell 0 >. o Ing U) wk U) I Hill a z L_ _ _ J M m O W 0. LEFT ELEVATION SCALE: 1/4"=1'-O" 0 lu W H � � SHEET RIGHT ELEVATION L- - - J A2 SGALE: 1/4"=1'-0" JOB: 1613 DRAYVN BY: KW DATE: Ol/i 1/,6 Y 9 64--0" TWT2423 5'-10" 29 T/8"1i�5{&-X 14'-0" TW 24410-3 t1•_6 2•_6• 89 5/8"x60 7/5" " (3) 1-1/5" L HDR B N N - _ TYV 24410 2�- i 12'Gl#ICING i 7YV 24410-2 O _.. _-__ -- _ _ Q 59 l/8 x60 T/8° - R 59 T/8"x60 7/8" A Lo 12x16 DECK �I I® 5UN I I F~ O v - ROOM I - I �Im I t� J In I > I �/ J o = rs .X _�-__ cp 9 �p .._. R I ram- l O LITE Z 05 -.... _.- _ .. 15-LI N Ln IFRENG FIXED Z .. -- 15-LITE FIXED (5)11"V 'LVL HDR 2- -HALF WALL'/ c� I��� V L BUILT IN p 2- FIRE Q J 2- GAB'S W/ T i\ fro RATED ry 11 4 8" SHELVES ABOVE '� M Y. - - I W Q CARPET t- MA5TER BEDROOM O GARFET DINING i_T D 17 4 VAULTED GEILIN6 - _ _ _ -� - - - - - - - - - - - - - - -OAK - _ - _ w FIAT Q 12'-O"CATHEDRAL GEILIN6 = n N o GREAT ROOM 4 GARAGE T7I2�1O 4 ~ 00 O �1} GONRETE 5LAB R N ❑ .0 ( 30 1/8"x60 7/8" a! 111 OAK PITCH TOWARD DOORS 1`7 T _+ W TLE MASTER o 6 o 'Q Q O TW 2442 2- .' `I BATH � 4 30 1/8"x53" TILE 8'-3 3/4' 10'-4" 3'-g" BUILT IN 4-10 11' ® T W C7 LL i0 N cl - b SHELVES ABOVE � 7 __ - - 1 R V 66"A.F.F. (2)14'.LVL BEAM ABOVE FL _ a D TFOYER SEE NARDETAILW4LL RPJ5ED GEILIN6 8 TRANSOM ABOVE G 12 5 10'-6" W T-O"x9'-0"O.H.DOOR 24 5/8"x24 5/5" BATH TILE 26 FLAT GEILIN6GONGR APRON HALL KITCHEN N InLINEN Ni OAK _ OAK o G 235 hIIIIIIIINIIIIIII 1 OAK O 5- --- 48 1/2"x41-11 1 4-11• I 4Lu J/ I I' 4 I I w Q - - LGOGK 7 ° v V 6'-8 1/4" 3'-11 1/2" 3'- 111'-4 1/2"I 3- R I J TW 24410 14'-3 5/4" - I I 6 III I LITE ¢ S 30 1/8"x80 7/8" ry 10'-6"C-AT 60FAL GEILIN6 7-- Z z BEDROOM #2 BEDROOM Ip1 = - _ -- _- _ -._ - _._.. m Z N CARPET I OAK I N -_.... ..-MAH06ANY_.. .... - _. .. = O I CL P-ORGH. 4 -- LU 13 _ -I O 4 7 (3)11 T/8"LVL HDR ry ry I x .pr9 ry m O x x r N m 2 6 m � SHEET A316'-0" 64--0" FIRST FLOOR PLAN - JOB: 1613 5GALE:1/4"=1'-0" DRAYVN BY: KW DATE: 0'i/11/16 r � 64'-0" 14-0" 14'-0" — — — ---------I___------ — — L________—\ �. .. . L' - - - - - - N --L --� - r 3I� 2 W-2x10 GIRDv `C, T 3016 U 0 6x6 P.T.POST �> 36 1/8"X 18 7/8" Lo GALV.METAL POST ANCHOR 1 ". I 3_g Z I 10"'50NO TUBE"PIER W/ 1 2X 10'S Q 26""BIG FOOT"FOOTING TYP. DROP�FLUSH O Li L - - - - - - - _J FIRE RATED FjI- W mi IL I N _J 1 BM PKT ]�--5M PIT BM PKT I DROP S U5H 8"x T-q"GONG.WALL ; I YV I W 0 1 ib"X10"CONTINUOUS FOOTING TYP. 7'_8„ 14'-0" r 14'-0„ CC11 F- /'� 1V 1 2x10's I 1 I 1b"x10"CONTINUOUS FOOTING TYP. F I Fli�l (J) rs 8"x 46"CONC.WALL ] ®16o.c. -1-J I L_� GARAGE Job =. ..i 4"GONRETE SLAB V �� �LyL O PITCH TOYVARD DOORSLn 2X10'S ` 2x10's 2x10'S TW—1. 0 ®16"O.G. �D C ®16"O.G. r --1 ®16"O.G, I :1 eYaeY�� O O 36 1/8"x 18 7/5" 1 Lp J L - J jP BM PKT I I I m I DROP WALL UNDER ` L- I ® 1 SLOB®DOORS TYP. r ILI p SEE NARROW WALL L— — J DETAIL r I - NOTE: -i: 5/5"ANGHOR BOLTS I EMBEDDED 7" L-� J F 1 J r 1 iv SPACED 32"O.G. Lu 1 12"FROM GORNERS 1 FULL BASEMENT I o a. I WASHERS 3"x5"x1/4" 3 1/2"CONCRETE SLAB L— III--- J ,I VAPOR RETARDER LU L 1 BM PKT _ Jy. ZCL 36 1/5"X 18 7/8" 1 L_ J 1 i,•S.+ a - �;p.1. U F' d I r 3-2x10 GD IRER ,r — — — — — — Z J 3 1/2"DIA.STEEL COLUMN .+: _ m .� CL 30"x50"x12"CONCRETE PAD TYP. 6,X 7'_q,,CONG.WALL `fl ' I NT 7 .0 I 16"x10"CONTINUOUS FOOTING TYP. 1 q L BEAM POCKETCL ---------------- - I POST ANCHOR (f3 4 — — — — — 4 — L — J 1 X"SONO TUBE"PER NV e""BIG FOOT"FOOTING TYP. SHEET 16' " 14' 1 64'-0" FOUNID)ATION PLAN JOB: 1613 SCALE:1/4"=V-O" DRAWN BY: IW DATE: 07/11/16 N CID V N � z ° v) 1�^ w ° z > � W. 0 A Lo RIDGE VENT 2x12 RIDGE 50ARO ~~ U N. V d ° ASPHALT SHINGLESi .- ■ D r. OG . 5/b"GDX PLYWOOD W ,^ ®1b s®�6 VI Sc: RIGID WIND ASH BARRIER REQUIRED AT EXTERIOR W EDGE OF EXTERIOR WALL ■.1 OD b12 TOP PLATE Q e U) W�YY11 in R36 F.G.INSUL. P.P ?'}Jp, � W W 5IMP50N H2.5 •O S I ',,, z �y (� FASTENERS AT ALL ®"`b 1x6®16"O.G. ®�6„ O RAFTER/TOP PLATE 1 O O 12 1 C JUNCTIONS TYP. 'f• ® 1 m T 4� 0y M .^L + W 2X65®16"O.G. 1 (2)1 3/4"X 14"LVL BEAM 2xb'S'®16"O.G. M (L (3)2X10'S _ KITCHEN GREAT ;,'OCM 1x3 STRAPPING 1x6 TV,BEAD BD. I (3)2x12 HDR. SM F.G.GYP.BD. I POST IN WALL 7 BETWEF1d GARAGE 8 LIVING 10"COLUMN - O 11 BEYOND ry _ AREA (V I I [Y BLOCKING 4'-O"O.G. A IN FIRST TWO J015T AND RAFTER GARAGE Vi TBG 3/4"PLYWOOD BAYS FROM GABLE WALL 7 2x6's 0 16"O.C, 2X10's®1B C 6"O.C.YV 'A R21 F.G.INSUL. I SOLID LOKING 7/2"GDX SHEATHING I R30 F.G.INSUL. TYVEK/W.G.SHINGLES DECK 4"CONCRETE 5LA5 I BENCH NOT SHOWN PITCH TOWARD DOORS V P.T.2xb'S®16"O.G. P.T.2x10®16"O.G. (3)2x10 GIRDER TYP. ,f. _ - _ �_.,.,; W re 2-2x8 GIRDER 4x4 P.T.POST „; V 3 1/2"STEEL COL. ,.;�� GALV.METAL POST ANCHOR � I\ W 1L I ;«r 30"x30"x12"FOOTING 10""50NO TUBE"PIER 1 W/TYP r 1 y V ,,\\ ff '` y W V ,.' 26""BIG FOOT"FOOTING L� :y;�::% 24'-0" 10"'50NO TUBE"P ER W/ 26""BIG FOOT"FO TING TYP. j4 = O ±� 1/2 GONG.SLAB ,c 3 �!_t ;it•=�';7>:�. l�}-5`�;s; „i:.�f': `. •y:ij<i,'; O I In w LU J O SECTION "A" SEGTION "EY 5GALE: 1/4"=1'-0" 5GALE: 1/4"=1'-0" SHEET 52 JOB: 1613 DRAM BY: KW DATE: O'f/11/16 20'-0" IN N z < aLn o m a 0 I WU) 0 x CID n GARAGE O w ►n z o N co /y� /� ry �"I LL I m F rr J ry U ® m N O I O N N I I I I W J I v J � J — lv J o -A 7 P.T. '2x8'S®16"O.G. p I ill O J � SHEET FIRST FLOOR FRAMINO PLAN JOB: 1613 5GALE:1/4"=1'-O" DRAWN Br: KA DATE: 0'1/11/16 A' (3)11 7/4V LVL HDR N C9 U N Z O W AO J 1` OD I-- W O VL HDR Z W r..w ULL M w o lil 4 0 RAFTERS 9110'5 0 16"O.O.TYF. Wr N 2X12 RIDGE 2X12 RID 7E 0 Q ry r^ WLL N �} 'Q m ^O 2x12 RIDGE I I I I I I BEARING TOLL LU J - - - - - LU v ry W o < �- "BUILD OVER" VALLEY < Il-. m O Q- J 0 "BUILD OVER VALLEY" 12'-0" SHEET 54 ROOF FRAMINO PLAN JOB: 1613 SCALE:1/4"=1'-0" DRAriN BY: KiN DATE: 07/11/16 E f.+ EXTEND HDR TO CORNER -____ 2x&VOL TOP PLATE -'-- RAFTER® ib"O.G. N FULL HET.STUDS ----- ('� JACK 5TUD ♦ N NA L TM OF HDR TOP PLATE P APPLY 51MP5ON MSTA15 CONNECTOR up° H2.5 a EA-RAFTER V 0 W/2 ROOW5 OF 1&d NAIL5 ON THE INSIDE FACE OF HEADER S C .z � ®3"O. . TO EACH JACK STUD I M G Ln o 5TRUGTURAL PANEL - -"" HEADER °o TOP PLATE _ LLI 9 NAILED 5d COMMON --____ CONTINUOU5 HEADER o oLo ®3"O.G.EDGE AND FIELD - CORNER TO CORNER (`I/� J - OVER MULTIPLE OPENINGS Ix ob --- DOOR TRIMMER 5TUD5 W O 8 SHEAR WALL GOMPLIANGE: O RAFTER TO PLATE GONNEGTION J W 51—ALE:N.T.S. 2-5/5"ANCHOR BOLT5 I I Yi= 30%OF EACH WALL RUN woo U t5HER5 11 VERTICAL SHEATHING WITH w/3"x3"PLATE WF EACH NARROW WALL SECTION -I I 5d NAILS 3"EDGE/12"FIELD W o I` I (4)16d NAILS PER FT BOTTOM PLATE M Q O n w L= 15010 OF EAGH WALL RUN 20%HDR>6-5" W cr '^ VERTICAL 5HEATHING WITH in ad NAILS 3"EDGE/12"FIELD ' (4)16d NAILS PER FT BOTTOM PLATEOD 0 U)` W Iy�I Z �I m 0 c� (L NARROW WALL BRAGINO AT GARAGE DOOR 51—ALE:N.T.5. JOINT DESCRIPTIONH� DOUBLE ROW STAGGER NAILING INTO BOTH PLATES _-- ROOF FRAMING 2x&DBL TOP PLATE - '—_- -_ BLaKWb TO RAFTER fTG£NNLFD) 3-� ]-tOG E>LH END lu __-__—_ RAFTER(END NAILID! - 5-1N EAOH END - WALL FRAMING ]-1w 5- Ar JOWrS l l 6G - ____— - _ H EADER(F.°GE NAILED) 2EaWO�L.ALONb ,1 11 FLOOR FRAMING JJIy V .A'JIST TO SILL TOP PLAT£GR BIRDER(TOE NAILED) 4-6a 4-10a PER—IT �: ;� ;_ 6LOGKMG TO J05T RGE NAILED/ -Da ]-lOa EAOH END VERTICAL -w---- eLacKING ro 51u_oR rcP PurerroE N—) �16e a-lea EccH eLocK O _I 5CL TRUGTURAL PANEL = ____ __ _ _ _______ LEDGER STRIP ro sE.Nn oR GIRDERtFACE NrNLED) 5-,ea a-1eo EACH aol5r F C NAILED 8d COMMON .,o5r oN LED.'ER ro BEAM(roE NAILm) 5-Ba 5-,oa PER J05T Q ®3"O.G.EDGE _ 6AND.lo5r ro.lDSr twD N.aLED! s-t6a a_,6a U Q TO SILL OR TOP PLATE(TOE NAILED) - 316E O AND 12"IN FIELD BArvo�oST J Z Lu - ROOF SHEATHING WOOD STRUGNRPL PANELS � T "' V 3 16D PER FOOT _ l00 6'PDGE/6"FIELD r _ RAFTERS OR TRU95E5 SPN..ED OVER Ib"OL. 6a 1W 4'EWF/b'FIELD _ w _-- PHL£ENOI'W.L RPXE OR RAKE TRUSS w/o bABLE OVERHANG D4 104 e'EDGE/b-FIELD O n _ _ _ --_ DWALL RAKE GR RAKE TRUSS w/LOOKOUT BLCOKS Cd 107 a'ED6E/a'Fw1-D O CEILING SHEATHING DOUBLE ROW ,_k.,,. STAGGER NAILING `,.„"„ ` '" Gws1Nt WALLBOARD w ccoLFns - r eDbE/,o-FELD INTO BOX AND SILL _ - m WALL SHEATHING I- •J- � -—vim sPxzD w ro--a-oc. m ,oa 6-EDaEr,�-FOLD _I I - -_-___- '�'bYPSUM WPLLBOPAD `A GGOLERS - ELKE/10'FELD FLOOR SHEATHING I I nooD STRucTURAL PANELS SHEET I I ..oR LEy 6a 1oa 6"EOGE/T FIE1n GREATER THAN 1' W 107 6 EWE/b'FIELD II II II OFULL HEIGHT SHEATHING -SINGLE FLOOR 5GALE:N.T.S. JOB: 1613 DRAWN BY: KW DATE: 01/11/16 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 BULDING D E PT 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION J I, 14 2016 CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D FOWN OF BARNSTABLE: THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. \ 5. ENVIRONMENTAL NOTES: \� SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL \ P'R WADE (1) 6' DIA. x 6' DEEP CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE LEACHI BASIN W/ 1' STONE " VEGETATED 12 DEEP WILDLIFE PER NHESP MAP OCTOBER 1, 2006 ESTIMATED \RAIN GARDEN (250 SURROUNDI (OR ALTERNATE EQUIVALENT VOLUME OF 289 CF) HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS t.F\ TQ STORAGE) CONNECT ALL ROGf DOWNSPOUT PROTECTION ACT REGULATIONS (310 CMR 10)." \ TOM / TO LEACHING BASIN\ SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP \ B TTOM===60.0 _--,4 » MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." \ 1 \ 86.41' ' 7st6i 7 x SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER _ 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES -- so.o UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, I \1p_SETBACK LINE x 1 I REGULATIONS (321 CMR10) N ,I SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER 61 m _ l� �; RECHARGE PROTECTION AREA m�of 1m RD � 1 I: 62 o 0 61.5 CONSTRUCTION NOTES: 1 \ 5.3 DECK 0 14.0' x m l 63.0 . . _--- � 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE \ y- \ \ GARAGE 11 5' SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED \ x3 0�162.5 1217' w` ,L 1 T 9 SLAB � 61.50 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. \ 11 5 4 _65 0 50 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM \ I 8,807± F. THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, \\ I\\ 0.20f A RES 7 5, 14.6 19.1 DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. \ \ I 65.0 65.0 PROPOSED HOU�E D 61.7 I ` 3. SEWER BUILDING CONNECTIONS: \\ o �� 16 #180 x - MIN. COVER SHALL BE 3 FT. FFE-67.0 \ I o N - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES \ m z m o o MIN. \ ' s5.72 N - AS REQUIRED BY BARNSTABLE DPW. 9V70 ,o R00 YPORCH I - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1%. 2'0 \ 1.75 SE I \ 65.0 Noo 65. 20' z o 0' \SETB ACK _ m \ 64. RD R - LI IE } _ N SETBACKN ' 'g LINE 65.0 04 D m LOT 1 8....� ,4 CLEAN Cotult Meadows Subdivision \ 65.Ox CUR OUT S 8� 3» ---C -- --- LOT -=-- ,, LOT 20 86 41' 86 41'sTOP - G w - Cotuit-Barnstable, Massachusetts �_y_ G G w w `�- 65.0 I N V I#20 _ PREPARED FOR "swoop --- w � s _ COTUIT EQUITABLE HOUSING, LLC S 83 37 13 W i G G ------ _ 86� G w ' �a" �r�R 5 Pv_C _S=3S°2� _ 5-- I jjILL IRCLE P. O. Box 95 __ w �_�= � , p+j��EASAN $'SS37 3" (, _ -G W �- w S S �� INV.= 5'9 Centerville, MA 02632 w S - �� - C TITLE w G w - w 72.0 S s s_ g 00 x Site Plan S s ______ - - �C) .� --6S,S__ 65.0 Lot 19 . 180 Pheasant Hill Circle 64.5 S _ __.J- + 0 0 x LOT 80 �� N X m BAXTER NYE ENGINEERING & SURVEYING INV OUT LT 78------ _ _ �_______ r�.7r =66.50 _------ �b0 00 , Registered Professional P Engineers and Land Surveyors _ I78 North Street, 3rd Floor,Hyannis,MA 02601 � �H OF MgSS9C \ Phone- (508) 771-7502 Fax (508) 7717622 E �o� Ma W. yG� o EDDY -+ v CIVIL Cl) 20 0 20 40 No.4318iiiiiii 3 SCALE IN FEET ��sTE��G��``� SCALE: 1" = 20' E: 07-1 16 REV. DATE: REMARKS LOT 19 DRAWING NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214