Loading...
HomeMy WebLinkAbout0187 PHEASANT HILL CIRCLE �-� '72 ooa- ooa -o78 i i p91 t rt� �L �UIL i O 68p �? Pke as p ?XXIs 1m-- -T�4 U 9 2016 JOB SITE:—17�Pc�� (�ro�NQ�gARNSTgBLE f l MAP INSTALLED BJ7LDING PRODUCTS oQ BOY. 1309 SAGAMORE BCACH,MA 02562 INSULATION C[#TIFIC?TiON-PER IECC 303.1.1 BATT INSULATION Exterior ails: Type: � ��5__fvianufar_lurer: C'}"t��}S-CAN -- R-Value: __. Exterior walls (other)` pJ�TjZ.T, Type(1�ss�q �ti'_lA.:- cLJ�lNt '— Manufacturer: cLJ ---- `� R-Value.: Z' Interior Wails/Stairwell; Type:--------__ Manufacturer, — R-Value: Basement Ceiling: TYPe ib°d�iy � Manufacturer:011%)Sws C'7ra"i,�s, --------- U -.R-Value: 30 ._..__ Flat Ceilings: Type: IV1ar;ufacturer:--- R-Value:. Sloped Ceilirigs: Type ManUf�C Lrer ' R-valuer BLOWN INSUL:-.T10N_ (FI_ IEIgIASS OR CELLULOSE) Exterior walls: Type: ti^a iu`acturer; Settled Thickness: --- Installed thickness'.—__ Set'tJed R-V31u __e:— __-Installed density: Coverage Area `^ Number of Bags:____ ~ Flat Ceilings- Type:�_rb ��/t-� Manufacturer: o ruSC —_ anwt installedthickness: 1� Settled Thickness; � �� — Settled R-Value: J� Irsta e.d aensity: Coverage Area: Nwriber of 6ags:_ _- SlopedCaili:)_fs. � Type: 1NfanUfaCtWer: ICAA Settled Ti,ickness Installed thickness: ))G $ettleci R-Valuei. Coveracj :Area: ---nstall d density j ae tvurrbe;of L3aKs:__._..:.�� Al�'iAP For, Instal �. ryate: dui ding Pro Ls �" . Home Energy Rating Certificate e'gs�w Property �� P $4 HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 187 Pheasant Hill Circle v :j�ating Date: 12-7-2016 Rating Number: 28964 Cotuit, MA 02635 zp, #3eGgistry ID: 078071882 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 63 Efficient Home Comparison: 37% Better Heating 23.2 $643 33% General information Cooting 8.4 $155 8% Conditioned Area 1744 sq. ft. House Type Single-family detached Hot Water 3.8 $177 9% Conditioned Volume 16770 cubic ft. Foundation Unconditioned basement Lights/Appliances 20.3 $970 50% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 55.7 $1944 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 43.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 88 cfm, 23.0 watts. 2012 International Energy Conservation Code 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: 784 Ctg: 784 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass Features 180 State Road Suite 2 Lights and Appliance ea upper g PP 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) 270 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. Town of Barnstable �r n Building e Post This;Card So Tha#.it°is:_Visible From the Street „A ,roved Plans M,ust,ltia'IteLa'iied on Job-and,tfiis CardMust=be.Kept pp *�" Posted Until-FinaCtnspect�an Has Been Made Burldm�rshall Nofbe Oecuie unt�I a:Finallns'`ection'has been:made Permit lijl s� Where a Cert�Cat�ro#�Oc upancy,ts Requ retl,such � #�f ..C1 `�. � �.�..,usq �_..., .3 ..� .-..r, .a -. Permit NO. B-16-2462 Applicant Name: Eric Whiteley Map/Lot: 002-002-078 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 u Location: 187PHEASANT HILL CIRCLE,COTUIT �^ Est Project Cost: $5,000.00 Contractor License: 15920 Owner on Record: COTUIT EQUITABLE HOUSING LLC Permit'Fee $85.00 a Address: PO BOX 95 Fee Paid J $85.00 CENTERVILLE, MA 02632 Date �8/29/2016 c Description: Gas furnace in the basement with one zone of heangan�r,cooling and new duct wok Project Review Req : Gas furnace in the basement with one zone of heating and cooling and$ew duct work ., Building Official This permit shall be deemed abandoned and invalid unless the work a" honied! h s permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved appli anon and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be n compliance with the to al zoning by la nd codes. This permit shall be displayed in a location clearly visible from access street or"road and shall be maintained open for publi sp cnection 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 bythe4Building 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 I � & 3.All Fireplaces must be inspected at the throat level before firest flue JIMng ismstalled ` .- 4.Wiring&Plumbing Inspections to be completed prior to Frame Ins ecttor g P P P Ps= 5.Prior to Covering Structural Members(Frame Inspection) �� 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 00 Town of BarnstableREEiIT Mom. 200 Main Street, Hyannis MA 02601 508-862-4038, Application for.Building Permit Application No: TB-16-2462 Date Recieved: 8/26/2016 Job Location: 187 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: Gas furnace in the basement with one zone of beating and cooling and,new duct work ca y } Total Value Of Work To Be Performed: $5,000.00 , Structure Size: 0.00• 0.00 O.00;Mo 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 AIct.(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 Check#or CC# _ Pay Type Total Permit Fee: $85:00 8/26/2016 $85 00 XXXX XXXX XXXX_ Credit Card 5. 3803 ...... .. Total Permit Fee Paid: $85.00 � , S. P� I . ,. ,... - .Y .....,.Y ,.,..0�& �.: .. ... ....a,cr ...:.azm-e, ..,;., ��a,.. ,...•aaa TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map OoZ Parcel OUZ. O7'Y Application'# _ O`01V Health Division '901LD/NG DSp Date Issued 6 Joe- - Conservation Division '� � Application Fee 14 2016 Planning Dept. T Permit Fee O Date Definitive Plan Approved b Planning Board WN OF RAF? Permit Y g 8LC Historic - OKH Preservation / Hyannis Erh►�z� s EwT Project Street Address _(*S 1 44� 0111 kt Village C_au t Owner c Address OX Telephone Permit Request O C r* a ah rA 2 Square feet: 1 st floor: existing_X_proposed �nd floor: existing proposed Total new Zoning District r` Flood Plain C Groundwater Overlay �'ri� Project Valuation 7-60,60 - Construction Type �— Lot Size Grandfathered: es o If yes, attach supporting documentation. Dwelling Type: Single Family .J4_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes dNo On Old King's Highway: ❑Yes 121('No Basement Type: Wull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new �� Half: existing new Number of Bedrooms: existing Sew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: A Gas ❑ Oil ❑ Electric ❑Other Central Air: 0 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: Zq)c24 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑�Y(es Flo If yes, site plan review # Current Use V��0.�' �� Proposed Use APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) - - =- Name ovn Telephone Number �46 Address ezoe 0104ty 11 t4 License# Home Improvement Contractor# Email CPI—\ Worker's Compensation # ( lingo &a5� ALL C STRUCTION D RI ESULTING ROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE 1 /41 4 I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ,ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-005645k Construction Supervisor tt R�`aa(rIj BRIAN Y DACEY PO BOX95 CENTERVILLE MA 0263�� k Expiration: 1 Commissioner 04119/2018 1 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date Expiration Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/01/16 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 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 02/03/08 02/03/13 02/03/08 09/01/16 1 � AWC Guide to Wood Construction in High Wind Areas: I10 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 Wind Speed(3-sec.gust)................................................................. .................................................110 mph Q Wind Exposure 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 Openingz ..........................................(Fig 4)....................................... . 6'-8" <-6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q 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. >_7" Q Bolt Embedment-masonry.........................................(Fig 5)............................................ in. > 15" N/A Plate Washer...............................................................(Fig 5)...............................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).........:........................................_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 s 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. s 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft <_d N/A I� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (Igo CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10)............. ....:............................................... Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11).............................................. 26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)..................:........... ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length .....:..................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no. of 16d common nails) .............(Table 6)...................................... ........6 Q................. Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(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. s 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 Simultaneouslyy4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...............:.........................................................6'-8"s 6'8" Q Sheathing Type...........::................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing .........................................(Table 10).....................................................12 in. Q Shear Connection (no. of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).......................................................30% Q 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2............................................. ......................6'-8"<_6'8" Q SheathingType...................:.........................(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 11).......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................ Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................. U=236 plf Q Lateral.............................................(Table 12)...............................................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 able 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 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 US 8d NAIL$ AT6'b r- 11 11 tY Ir 11 1 u 1-1 i l 11 11 1 11 II 11 11 11 _ 11 11 11 I 11 11 11 11 11 II O ; t It 11 V t N 11 Il - ,,CC 11 11 1 11 K 11 t1,^ 1 O IY PY F I l 11 4 1 Q 1 Ir F ii ii m IL 1A ao h 11 � Q I II 11 Ir g 1 O. 11 � 11 ll n 11 Ir � fl Ir 1 It J F WZ ii ii � 1 It d tr rl � r I 11 rr 1 I I „j 11 t t Ow" 1 II Q II it 1 11 t1 U p. it !I r rl _11 1 11 III 1 I - - til 4OUE1tEEf)C3E `-- 1� NAILSPACING I i PANEt d v 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 d,Z l Q� t 1 ZQ i 1 1 1 1 ti 1 1 1 TI 1 ei m 1 1 d 0 Q I I 11 + i FRAMING MEMBER$ 1 EDGEBiTER6AEDIAT£ 1 � Z 1 I l� 1 1 STAGGERED 3"MIDI AWLPATTERN PANEL r PATE!EDGE DOUBLE NAIL EDGE SPA(MG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment Regulatory Senices Thomas Fe Geller Director Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 i �r�tor�n.barnstable.ma.ns Office: 508-862-4038 Fax: 50$-790-6230 Prop eA7 0-7mC* o Must Complete and Siorn This Section If Using .A Buil&r , ds owe er ofthe.subject property hereby authorize to act on my behalf, in all matters relative to.wor authorized bythis boil ' g pernA application for: , (address of-job) Si gna e 0 C3wne Date Print Name Q;FO RN4 S:O1W\TEF P Mf IS S TOIN qpj ofr�� €� tiar�s ' 600 Mashingto-ra Street Boston,MA 02111 F • C` v9V • erkers' Campensedon Insurance Affldaidt: B fl&rs[Conti-a.etars/��e�t�eians/PI���ers A J Hcant luformation P'leaLse Pent Le�biy Neste (Busiaess/Organizaton/hdividual): t "11,31 'P=- F ` /44 ZAI _ f Address: . ' Are you an elrrlrloyer?CheCkthe•apprapriate t�cr..- Type of project(required): L❑ I au.a employer wig 4. EY1 am a.general contractor and I 6• V New constraction . employees (fall and/or part time).* have hired the sub-contractors 2.El arm.a sole proprietor or partner- listed on the atta.ched sheet.t 7. ❑Remodeling ship and haveao employees These sub-contractors have 8. ]Demolition working for me in any capacity. workers' comp,insurance. 9• ❑Building addition [No workers, comp.insurance 5. ❑ W6 are a corporation and its eal rquired,] ofneers have exercised!heir 10.❑me-ctri e renairs or additions 3.❑ I ain a homeowner doing all work right of exemption per MGL ILL] Plumbing repairs or additions Mys el£ [No workers' comp. e. 152, §1(4);and we have no 12:❑Roof repairs insurance required.]t employees.'[No workers' 13.❑ Other comp. 'insurance required_] *Any applicant that checks boi#i must also f 11 out the section below showing their workers'compensafion policyinfomaation: T Homeowners v,,ho.submit 41us affiaevit indicating they are doing all work and fhmi hire outside wntractfirs must submit a new affidavit indicating such tContractors that checktliis box must attached an additional'sheet showing ftie name of the sub-contractors and ftleir workers'comp.policy infon tion. I am crrz ertquFrryer that is r aviding warkers'cons pensadon insur a ce fur°my eniplayees Below is the paliey w!-d job sire EFZf03•"FY€�iE�r� . Insurance Company Name: Policy#or S elf-ins.Lic.#:_ 0079110 1Q _ _ Expiration D ate: I b I _ Job Site Adaress: gu ��� Y C Czty/Ste/Zip:�`�`�_ I� each.a copy of thewa>•Ykers' compensation pal€ey declaraiio.n gage(shovmgthe policy number and.expiratiGn date). Fail: ie to secure coverage as required under Section 25A of MGL e. 152 can lead to the imposit on•of criminal penalties of a fine up to$1,500.00 2ncVor one-year nnprisomnent; as well as civil penalties in the form of a STOP WORD ORDER and a fine of irp to $250.06 a day.against the violator. R y advised that a copy o f this staatem6nt may b e forR7arded to-the OfTice of Iave, tigations•of the,DU for insurancecoverageverification. I d6!'ter eby Certify ttxzder•ike pours and.p,eyral es gfp-.e:Yary that the it-for rnadan_grovided above is I°w.e izad carre& Si�atlsre: � Date: � Phoz,e IT: two Fson: ordj, Da not.vri�e tit thts area,to be emitpleted by Erty ar fora-n a�l.c d. Cityw : Ie�mrJ>JicEns€Y hor!-y (circle me): :wealth 2.P:u ldillg Depaa�tr e_nt 3. Cft-y1To%, .Clerk 4.Elea-iical Ia spector S.Phnnl�ing Insipectrir r : phone : Home Energy Rating Certificate Rating be° Certified Energy Rater Andrew Popielarski 187 Pheasant Hill Rating Date 6-23-2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders - -- _ Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 41.3 $627 31% Projected Rating 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% Generallnformation 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 Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2009 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. 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 B ilding.Shelh,Features: _ Ceiling Flat R-40.0 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: 804 Clg: 804 CFM50 Energy Raters of Massachusetts Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper ;Lights.,and Appliance Features sagamore Beach MA o2562 w. �: 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: REWRate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Foundation Certification in Barnstable, MA Prepared For : 187 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-078 Baxter Nye Engineering & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J y g g Effective Date July 16, 2014 FRegistered Professional Ip(� OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors Ogl OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Y Page 158 Phone — (506) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1" = 20' 08-01-2016 Job Number. 2005-214 T HILL L CIRCLE 13 E 6co ri M Z Q�� O 4 i 1 N A q..CP 0' 0 12.0 •o o �• QAro.d 16 8 0' N�F COTUIT EgUITABLE HOUSING, LLC DEED BK. 21 BO4.PG. 41 `\ �p o PARCEL ID: 002-o02-080 s' .o 24 d FpUNOp�ON EX\S,�NG#1a1 p1'2016 �OCA�ON OP � •Q s O N � O 4.0 2 165 \ \ 2 LOT 78 '� N/F COTUIT MEADOWS a HOMEOWNERS ASSOCIATION, INC. � \ . 13,525f S.F. DEED BOOK 23161 PAGE 59 \ 1 4 0.31 f ACRES ,\6�� \ PARCEL ID: 002 OPEN SPACE a _ "'37 \ N/F WILLIAM & CHRISTINE CAREY DEED BOOK 28274 PAGE 270 tx� PARCEL ID: 002-002-079 , 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 0�� sVeq� BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED .IN RELATION TO gHA�fE PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A ® �q• °, SPECIAL FLOOD HAZARD AREA. MA cn THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. ANo 4866�� Pr-SS Z�� 6,� /— -,Z� I s��gAID su?N REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE N E3UILDING p ePT 'JUL 4 20 Z L BLE C� z � CO AW ° Z U Li 0 o 1:1ELJii ® ® Q OD FFF co 0 L±� I W v) .. l h�T &T 0 d p If DITI� ORS RIVIRW€B m ® m M a 3M6 ��sll L FRONT ELEVATION A AB DATE BUILDING DEPT. SCALE: 1/4"=1'-0" FIRE DEPARTMENT DATE BOTH SIGNATURES ARE AEQUIRED FOR PERMITTING V Lu W ° v W N Q zLLUI 4 ' uua w ❑ FM ® ® ® ® ® ® ® ® ® IL 0 � EIELI I L]E El E I A%V DE E Arr 5HEET REAR ELEVATION Al 5GALE:1/4"=1'-0" JOB: 1612 DRAAN BY: K1N DATE: 06/14/16 � N N z ° w o V J h n 12 (r 00 e� A Z U M� LLI o W d 0 0 ® ® = T. Q �� 00 LL W in R�T Q Z L- - - -1 f'1P1 t� a LEFT ELEVATION SCALE: 1/4"=1'-0" w w 12 v � a6 w g v z w - O oQ � � m w ® ® � ® ® ►- O � SHEET A2 RIGHT ELEVATION SCALE: 1/4"=1'-0" JOB: 7672 DRAWN BY: KNt DATE: 06/14/16 -14' 2423 14'-10" 5'-10" 29 7/5"50 1/8"4'- 24' TW 24410-3 12' 12' 89 5/8'kb0 T/8" LYL HDR B N 51 v � (0 MAHO ANY RAILS 12'G ILING U IN � I TIN24410-2 go — Room I® 59-f/8"X60"f/8" v)5UN I ' lJ j �O11 r r I -11 I J 4! o X o RI p IR � `1 I 7 OI lO LITE Z dD m H F 3� 50 v DN. r �� W O 115-LI I 15-LITE TV �.. IN 2¢ FRENG FIXED Z W .. FIXED (5)11 T/ 'LVL HDR 2 �y BUILT IN O y��, /"® 2 RATED E ry W O ry GABS W/ //R� o6rrO 24 2-5 SHELVES ABOVE \�-/� - - - - - - - - - - - - - - 1 4 0 CARFET MASTER BEDROOM CARPET DINING N VAULTED CEILING OAK W '^ 10'-b"®FLAT - - _ - - - - - - - - - - - - - - - - - - - - - - �p 12'-0"GATHEDRAL CEILING Q �. n GREAT ROOM o �} cGo RGE TW 24410 n 2 O TV OAK T ® PITCH TOWARD DOORS '�1/8"x60"(/8" l^ Q! V,E:T�i Ln - m MASTER o O Q O T 2442 BATH o 26 O 1/ x53" TILE 6-3 3/4' 10'-4" BUILT IN 4'-11 5/4" 11'-4" m ^_^ �11 6 GABS W/ im 1.1. 2- I SHELVES ABOVE _ 6 I I. 66"A.F.F. (2)14"LVL o, BEAM ABOVE 2¢ SEE NARROW WALL G:p -- DETAIL N G 12 5 RA15ED CEILING 2¢ itt ■ F GL. m I TRANSOM ABOVE TRANSOM ABOVE 10.-b" 110 T-C"x9'-0"O.H.DOOR T'-0"x9'-0"O.H.DOOR 24 5/8'x24 5/8" BATH l f_ TILE 26 O C® n�e� FLAT CEILING CONCRETE APRON HALL - KITGHEN LINEN `* FOYER oac m ry OAK O G 2 5 CL. ry O 481 2"x413/8" p So b 26 ___ O LU Lu M ` t GL. s- I p TT r - - LC.CGK r W IL o 3- — 6-8 1/4" 3'-11 1/2" 3'- 111-4 1/2"1 4'-11 3/4"ILI TW 24410 14'-3 3/4" -_ 3 LITE (- w I I 50 1/8"x60 T/8" 1`1 Q 10'-b"CATHEDRAL AILIN6 BEDROOM #2 BE):ROOM ht1 ~ Q CARPET TV CARPET I 31- I I I CQ = I r OL ry ryFt (3)11 1/8"LVL HDR m 0 X m m O N x X 7� A h N ry r N U) \ m T m F T 6' 5' 5._10 5'_2" 2'_3" q� 1'_6" q, 2'_3�� SHEET 8' 14' 12' 16' 24' T4' A3 FIRST FLOOR PLAN JOB: 1612 SCALE: 1/4"=1'-O" DRAWN BY: K1N DATE: 06/14/16 T4' 36' 14' 24' 20, F __16'-- 1 12' 12' F�= I I _ _ _-______-J_______-_L_ - - - --- - - - �- ---- N �t4. , v I I � N 2-2xlo GIRDS TW 3016 O 6X&P.T.POST I 36 1/8"x 18 T/H" 3-g 7 GALV.METAL POST ANCHOR 5 I Irl 10"' 0NO TUBE"PIER W/ I F� ry 26""BIG FOOT"FOOTING TYP. I 2x10'5 ` .L. +� La 0 1B'_4 I 20'_b" _ - - - - - - - - - - , I I L _ J in I DECK ® FIRE _ - - .-� m BY OWNER I RATED \ I� ry I I I I I. 1 I I I I F - - - - - - - - - - N 0 ry x 21, I I I I I I IL z Q .I: UP I I I I I I I In ~~ W O DROP YNALL UNDER Lo 6 ry I I I I I I I I I I i I I DROP Y1ALL AT 5TAIR5 I z :atp o W - - - - - - - - - - - - - - - - - - - - - - - - - - �'� V l7 BM PKT BM PKT BM PKT 8 x l q"LONG.WALL 8'x T-q"GONG.WALL I 16 x10'CONTINUOU5 FOOTING TYP, u o I 16"x10"CONTINUOUS FOOTING TYP. - ' I I • 14' 1"" 14' 13'- 4 i_1< (V r Cr H"x 46"CONC.WALL—� w 2x10'S I I I 16"x10"GONTINUOU5 FOOTING TYP. I 1 A n F -I--I -� L-� J I GARA2 SGE I v �I OD ® 4"CONRETLAB ry O L- J PITC W H TOWARD P0095 2x10'5 ` 2x10'S ` 2'-6" 2xio'5 ` I / Z W T 3016 ®16"O.G. :0 C ®16"O.G. ®16"O.G. NOTE: O 36 1/H"x 15 T/H" i r I =: 5/8"ANCHOR BOLTS M m p EMBEDDED 7" p W Ifi I I 5PAGED 32"O.G. I m 0. L_ -1 12"FROM GORNER5 I BM PKT r I f - P WALL UNDER� m I NA5HER5 3"x3"x1/4" . I _ I DRO I f ® I .p SLAB®OOOR5 7YP. L J q SEE NARROW WALL F' L_ - -J I DETAIL I I j , I L- - I L_ I_ J - - - - - - - - - - - - - - - - - - - - - - - - - - - r -i(�) - FURNACE - I o I_ 1v L- J r I FULL BASEMENTiu o 3 1/2"CONCRETE 5LAB L- IF- -i - w - VAPOR RETARDER I I F I-� I BM PKT rn 3016 I I f I z w 36 VH"X 15-1/H" I - L- F 3-2x10 GIRDER r - - - - - - - - - - - - J Q r 31/2"PIA.51-1-COLUMN " ~ 7- 30"x30"x12"CONCRETE PAD TYP ttl I m Z H"X T-q"LONG.WALL ItI N m Vll-.10"CONTINUOUSFOOTING TYP. I 1 BEAM POCKET ;L - - - - - - - - - - - - - - - -- - Cl� 2 4x4 P.T.POST r Q- - - - - - --I GALV.METAL POST ANCHOR ry ry I L - - - "'5 E"- J 100NO TUB PIER W/ O co <, ` - k. 2H""BIG FOOT"FOOTING TYP. 2' SHEET 8' 14' 12' 16' 24' A4 FOUNDATION FLAN JOB: 1612 5GALE: 1/4"=V-O" DRAWN BY: KW DATE: 06/14/16 N N z0 ^ wo c� z > � 32. Ld [O 16' 16' z RIDGE VENT w 2X12 RIDGE BOARD V w m a o ASPHALT SHINGLES Z) 7 0U. '21ryo 5/8"GDX PLYWOOD T i T cr per Nip s® w .V.^^ N I RIGID WIND WA5H BARRIER REQUIRED /N- AT EXTERIOR EDGE OF EXTERIOR WALL �y W CD 8 �12 TOP PLATE M LL 8 W Lo R38 F.G.INSUL. Ili SIMPSON H2.5 op, Os / co �} 0.G FASTENERS AT ALL ®�6 1x6 @ MY O.G. ®�6„ L 12 RAFTER/TOP PLATE �1oy OC Q O 4v y@ 0 JUNCTIONS co 2x8s®16"O.C. (2)1 3/4"x 14"LVL BEAM LJ 2x8's (3)2xi0's KITCHEN i GREAT OOM ZL 1x3 STRAPPING 1X6 T66 BEAD BD. I�P05T IN W 5x8 F.G.GYP.BD. ALL (V (3)2x12 HDR. BETWEENG GARAGE 8 LIVIN 10"COLUMN - O BEYOND _ AREA BLOCKING 4'-O"O.G. ry © I ry IN FIRST TWO JOI5T AND RAFTER GARAGE BAYS FROM GABLE WALL �. I T46 5/4"PLYWOOD 2x6's®16"O.G. � � An 2x10'5 016"O.G.W/ 'p � R21 F.G.I1,15UL. SOLID BLOCKING 1/2'GDX SHEATHING R50 F.G.IN5UL. TYVEK/W.G.SHINGLES DECK 4"CONCRETE SLAB - BENCH NOT SHOWN PITCH TOWARD DOORS 7 P.T.2x85®16"O.G. P.T.2x10®16"O.G. (3)2x10 GIRDER TYP. _ i,a 3 I I •��?, '�` 2-2x8 GIRDER I I w w yt I; 4X4 P.T.P05T •t' i"'e ,,` I v� 3 1/2"STEEL COL. GALV.METAL POST ANCHOR I I 1^ } V 30"x30"x12"FOOTING _ Y� I _.`1 Z 10""SONG TUBE"PIER NV / 26""BIG FOOT"FOOTING T'P. 1s! w F ( l u 24' Q 10""SONO TUBE"FIE-.W/ Y• 26""BIG FOOT"FOC TING TYP. W 3 1/2" ONG.SLAB G : ---� In LU 4.q ..f A _ 4t�A=�.: '2'•��'f^ �`"J�'^V '�2��• O lL � O I .4 r � O � SECTION "A" SECTION 11 3" 5GALE: 1/4"=1'-0" SCALE:1/4"=1'-0" SHEET S1 JOB: 1612 DRAWN BY: KW DATE: 06/14/16 50' 20' IN V z0U) J h z > 00 00 14' 1 14' 13-8" F/~� W 0 V) Z U ti a 0 I , I O D ': cr I n Q ry ab n P" GARAGE rn Ln xV V� W �•r m li] F >- Z' "Q Q O_ ry im M N l'Ia. I m I I F K ry U a m o rl I I I I I ` w u n z 3 0 � � SHEET 52 FIRST FLOOR FRAMING PLAN JOB: 1612 SCALE: 1/4"=1'-0" DRAWN BY: KW DATE: 06/14/16 14' (3)11 7/8"LVL HDR N U `° ID Fi r n W ° Q9 J h r Z5: r, X OD ~� W ° (3)11 7/8"J.VL HDR Z - - - I Ld U LL I I I lit ° I Q ° r 2X ® I w tn Ld I I E 12 DGE r Z 4M p M W W m a 2x12 RIDGE I - I I I I I BEARING WALL LU U j W 1! Q � z ry O IL — "BUILD OVER" VALLEY p F- O W CL "BUILD OVER VALLEY" O J � 12' 26' SHEET 53 ROOF FRAMING PLAN JOB: 1612 5GALE: 1/4"=1'-0" DRAWN BY: KW DATE: 06/14/16 EXTEND HDR TO GORNER ---- 2x6 DBL TOP PLATE RAFTER®16"D.G. FULL HET.STUDS M JACK STUD - - r N PLATE '� ° vZ o TOI _B OF HDR = -- -- - APPLY SIMPSON MSTA18 000NNECTOR ° o H2.5 EA.RAFTER 4 rV 2 ROrt5 OF ibd NAILS - -- - - ON THE INSIDE FACE OF HEADER °o yh ®3"O.G. - ----_-- TO EACH JAGK STUD ^° 5TRUGTURAL PANEL -_--___---_ HEADER °o TOP PLATE ^ W o YYYyyy 0 NAILED 8d COMMON - _- CONTINUOUS HEADER o o �■, ®3"O.G.EDGE AND FIELD = _- _ CORNER TO CORNER v ,.,� N _ OVER MULTIPLE OPENINGS n ob _ --- DOOR TRIMMER STUDS ~~ W O - SHEAR ALL COMPLIANCE: RAFTER TO PLATE GONNEGTION Z W � W W= 30% W SCALE:N.T.S.OF EACH ALL RUN O U �+ 2-5/8"ANCHOR BOLTS I I VERTICAL SHEATHING WITH W1 3"X3"PLATE WA5HER5 I I W o EACH NARROW WALL SECTION _I I 8d NAILS 3"EDGE/12"FIELD m 14 (4)16d NAILS PER FT BOTTOM PLATE Id.1 Q 0 L= 15%OF EACH WALL RUN "� r 20%HDR>6-5" w '� VERTICAL SHEATHING WITH ~ 8d NAILS 3"EDOE/12"FIELD (4)16d NAILS PER FT BOTTOM PLATE ray O VI Lo Z m M a ONARROW WALL BRACING AT GARAGE DOOR SCALE:N.T.5. DOUBLE ROW JOINT JOINT DESGRIPON ^+BMoF NunBER of "AIL SPAGMG w.11s Box Nall STAGGER NAILING INTO BOTH PLATES -- ROOF FRAMING _= 2X6 DBL TOP PLATE _ - BLocKING ro RAFTrn(roE Na�m1 -ea -loa EacH o+v -" - - - - RIMARD TO RAFTER(END NaIFD! 2-160 3-1E0 EACH END WALL FRAMING fFAOE NaLED) 416E S-I60 AT JOPITS - HEPDER TO HEADER fFACE NaLED, 160 IbG 24.OO.ALONG Y EDGES L \/ FLOOR FRAMING LU D/ X J05T TO SILL.TOP PLATE OR GIRDER(TOE NaLFDJ 4BE 4-IOC PER b5T 1--1 "�• BLOCKING TO JOIST fTDE NaLFDI 2-80 2-10G EACH END (� 1Lu --1 V ERTIGAL -Y - "a""" . BILGKING TO SILL GR TOP PLATEITOE NaLEDI }tEG 416E EPLH 6LCKK VWI STRUCTURAL PANEL - - - = LEDGER srwP To BEaI oR GIRDEfttFACE NALLED) }Ice 416a EAOH JoSr NAILED 8d COMMON --------- --- _- —T oN LEDGEA ro BEAN(TC NAILED) E-ea }Ioa PER bsr I� ®3"O.G.EDGE BAND bF.r ro bIBT fB+D NaP L9J) O E-Iba 4lba PER b5r _ BAND b5T TD SILL OR TOP L4TE fTE NAILEp) 3-16D 31Ld PER FGtJT AND 12"IN FIELD I ^<, ROOF SHEATHING - YbOD STRUOIUIRAL PANELS � � � 1 RAFTERS oR TRU556 SPAOm UP TO ib'O.G. BG IOE b EDGE/b'FIELD V __-_---_ -___-_- - - -_-_-_ RAFTERS OR iRU555 SPPLED O•/ER 16'O.L. 80 IOC 4'ED b'FIELD GABLE ENDYIALL RAKE OR RAKE TRUSS w/o GABLE OJERHMO IOC b'EDGFl6'FIELD Lu GABLE ENDrWLL RAKE Oft RPKE TRU55 w/STRUCTURAL BQ 10Q 6'EDGE/6'FIELD ^� T - tfG IOC 4'EDGFl4'FIELD 1 LL -- GABLE ENDrvALL RAKE OR RAKE TRU55 w/LOOKOJ(BLOCKS DOUBLE ROW CEILING 5HEATHING F- r- 517AGGER NAILING _-„I'�-x.-'- _ -__:_- GrPsuM rvALLBoazD w ccaoLFxz - r EVGE/lo•FIELD O� INTO BOX AND SILL WALL SHEATHING I I � I`�OOD STRLCnRAL PANELS I '"". ��'� STUDS SPACED UP TO 24'O.G. EDGFl12'FIELD I I - Y,-AND sz FlBEREOARD PANELS � - 3'EW E/6'FIELD �I — '/�'GWEUM YWLLBOARD 54 LOOLFJiS - T'EDGE/1O•FIELD I FLOOR SHEATHING I I rvcoD srwcnftAL PANELS I I 'oft LEss ba ,oa b"EDGE/1'FIELD SHEET GREATER TIAN 1' !b I04 b•EDGFIb'FIELD II 54 II II I OFQLL HEIGHT 5HEATHINO -51NOLE FLOOR JOB:D 1612 5GALE:N.T.S. RAWN BY: KW DATE: 06/14/16 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' N N L 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. C 65.0 4. COMMUNITY PANEL NUMBER: 025551 0021 D LOT 19 .-- mom THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, w 65.0 x .�.•"s 83LimWO1~' _ __ .f6 - AREA OF MINIMAL FLOODING. _ x - --- 5. ENVIRONMENTAL NOTES: 71.0 '� -, $�, 86.41 _ ��G G W W SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL LOT 20 MH #20 r ___-_ _ / CONCERN). uNt 73 r .�• --"_'- G _�-- W 65.0 / INV I ) � G ---� 7_ W W ( o - SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE cn x6 LOT 21 s 83' 7�?�" W _- - _- _'W v S WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED 7 Gv-s1.18 W S - -- HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS LOT 22.- � asp � _--- G .--- W _.--- S _ _-------- ._--- 8-37=3p G ,__-�' ______ _ W W S_ _-F- - PROTECTION ACT REGULATIONS (310 CMR 10)." G - -" W S S /5•9 SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP J J G G W _-f=- W' �- W S S - S - LE MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." NS ,6_- W - I C � SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER W W 72.0 - C s�3.o2% PHEASANT �I _ ' J �� S 29 =_5 �---- ' 0 SWOON ..�"� x 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES ( UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, S _ 7 64.5 \ REGULATIONS (321 CMR10) S --J" (; �` O .37, _ x I---- x SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER NVH u1T -----_ _ o � �, 67.0 RECHARGE PROTECTION AREA =66.50 ________________ _ CURB rs 0 - -� 67.75 `� STOP D N P -T`'. x --_ - - 66.0 �o 33� o� i \ - 20' S NTE ACK � CONSTRUCTION NOTES: r O I 2 1 67.0 L 66.25 o i cn - x 6.3ox 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE p , - 20' SETBACK i \ HP 6 5 SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED �` ' m uN/ ,x 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 70.0 1 6� 67 s.2 �` 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM `L �Z o' -0. ��0 � J o_\ s6.3o THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, h ov vO DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. �`r �'� oRON MIN. 31 \ 66.0 3. SEWER BUIDIN CONNECTIONS: 72.85 , x o' o - MIN. COVER SHALL BE 3 FT. / 71.0 //� 70.016 PROPOSED HOUSE $o a ss.5 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 73.08 �p \ g 187 o� AS REQUIRED BY BARNSTABLE DPW. 72 0 % o\ \`16 3' - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1�. 7 a� 65.5 2 i x ' 68. � _____--- 2 �'~� 7o0.5- 70.84 r Ln 057, RD GARAGE o 669. SLAB= �5.0 I 66.0 xPO `-----_ COtl �t Meadows Subdivision LOT 70.84 oT 7 X 0. 68.0 -4/ 4. x 64.5 Cotult-Barnstable, Massachu setts 0 A• 8. 4p 64.5 / o (h PREPARED FOR 64.25 - COTUIT EQUITABLE HOUSING LLC x64.0 / \ x65.17 \\ � P. O■ BOX 95 Centerville, MA 02632 67.0 - \ x65.17 i TRLE LOT 78 VEGE'PATED 12" DEEP Site Plan a� 13 525f S.F. �' RAIN dARDEN (250 C.F. s a� 0.31 f ACRES/'� ;'/ TOPSTORAGE 65.0 Lot 78 187 Pheasant Hill Circle ��i �N BOTTOM=64.0 BAXTER NYE ENGINEERING & SURVEYING PROVIDE (1) 6 o DIA. x 6 DEEP Registered Professional , LEACHING BASIN W/ 1' STONE ; Engineers and Land Surveyors �Tt+oFM SURROUNDING (OR ALTERNATE y�`cp gSSgy EQUIVALENT VOLUME OF 289 i \ 78 North Street, 3rd Floor, Hyannis,MA 02601 �o� TrHEW CF CONNECT ALL ROOF 65.0� ) \ Phone - (508) 771-7502 Fax- (508) 771-7622 � W. � LOT 79 DOWNSPOUTS TO LEACHING �' v EDDY BASIN CIVIL in a No. 43183 64.43 20 0 20 60 ����F©�srCD S z ��``��`�w� SCALE IN FEET sslp AL N� SCALE: 1" = 20' DA 07-14-16 ` REV. DATE: REMARKS o LOTm78 N Lit O N DRAWING NUMBER z 0 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 5 2005-214 � � N 1: L/1 Y Ln O Z 0 0 O O � Y 0 V