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0216 PHEASANT HILL CIRCLE
5r M 14- C/o HOME PERFORMANCE "EQ deMore Energy ENERGY 150 WITH MASS NEW 140 Existing 130 RATING x,°�� Homes 120 - - HOMES REBATE Standard n100 C E RT I F I CAT E New Home ) 90 80 70 This Home �. 60 60 50 i 46 p 30 Home Energy Ratersuc 20 �.rwrw Zero Energy 10 Home O Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 2000 - — _�_� - — --= - 60 0 - -- 1500- - — -- - 40 0 _ I 31.0 1000 ; - - m 30.0- - - — - 100 - - --- 0.0 tm on Qj c a on m on tan on L +� C C i:+ Q ra O +� :N Q i0 O 2 U 2 > U = U = O> >y M_ O U 01on 0 > J N 3:: J Address 216 Pheasant Hill Circle Annual Estimates* Certified HERS Rating Company Cotuit; MA 02635 Electric(kWh): 7707 Energy Raters of Mass House Type Single-family detached Natural gas(CCF): 286 180 State Road Suite 2 upper Cond. Area 1421 sq. ft. CO2 emissions(Tons): 6 Certified Rater Andrew Popielarski Rating No. 14519 Annual Savings**: $1915 Rater ID 5363711 Issue Date November 12, 2015 Registry ID 855243479 Certification Verified * Based on standard operating conditions Rating Date 11/11/2015 ** Based on a HERS 130 Index Home Signature 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. Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 216 Pheasant Hill Circle 888-503-2233 11/11/2015 Cotuit, MA 02635 Andrew Popielarski Rating No:14519 . RaterID:5363711 Weather:Barnstable, MA Builder Pheasant Hill 216 - Lot 23 Bayside Builders Pheasant Hill 216 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.17 0.12 ACH @ 50 Pascals 2.78 2.78 CFM @ 25 Pascals 331 331 CFM @ 50 Pascals 520 520 Eff. Leakage Area (sq.in) 28.5 28.5 Specific Leakage Area 0.00014 0.00014 ELA/100 sf shell (sq.in) 0.85 0:85 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 41 CFM25 / CFMfan 0.0259 CFM25 / CFA 0.0289 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 64 Eff. Leakage Area (sq.in) 3.53 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0289 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff: 0.0 Rate (cfm) 70 Hours/Day 16.0 Fan Watts 15.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 - 2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 44 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 88 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. 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. Home Energy Rating Certificate Rating NumReNum Ibe r r 145243479 519 Certified Energy Rater Andrew Popielarski 216 Pheasant Hill Circle Rating Date 11/11/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders w _ Estimated Annual.Energy Cost Use MMBtu Cost Percent 5 Stars Plus - Confirmed Heating 31.3 $506 29% HERS Index: 60 Cooling 0 $0 0% Efficient Home Comparison: 40% Better Hot Water 3.7 $217 12% Lights/Appliances 17.5 $1026 59% General Information Photovoltaics -0.0 $-0 -0% Conditioned Area 1421 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 11223 cubic ft. Foundation Unconditioned basement Total 54.8 $1749 100% Bedrooms 3 Criteria Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: 2009 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: Heat pump, Electric, 3.10 EF, 50.0 Gal. Duct Leakage to Outside 41.00 CFM25. Ventilation System Exhaust Only: 70 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-30.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.320 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 520 Clg: 520 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite upper Sagamore Beach, Ma. o Lights and Appliance Features pp - - --- _ - — - - 800-503-2233 Hame Energy Peters uc Percent Interior Lighting 90.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v14.5.1 5363711 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. ,. 23r%:V1iN OF BARNSTABLE Building " 201502530 BARNSTABLE. Issue Date: 05/27/15 Permi t 9 MASS. �ArFG 3�A�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20151317 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 11/24/15 Location 216 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002023 Permit Fee$ 612.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 120,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUT A 3 BEDROOM 2 BEDROOM 2 BATH CLONIAL STYLE HQ CARD MUST BE KEPT POSTED UNTIL FINAL WITH AN ATTACHED 1 CAR GARAGE AFFORDABLE INSPECTION HAS BEEN MADE.:WHERE A . CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY,ANY STREET;ALLEY.OR SIDEWALK,OR ANY PART THEREOF;EITHER E ORARILY 0V P8 L 'CROACHMENTS ONPUBLIC PROPERTY,N0 Y ., SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST B6 APPROVED BY THE NRISDICT[ON. STREET�OR ALLEY.:.GRADES AS LL S.pEPTH AND LOCATION OF PUBLIC SEWERS,M'AY BE' OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMPCDOES NOT,RELEASE THE APPLICANT FROM,THE CONDITIONSyOFYRNYAPPLICABLE sUBDMSI6'' t ` RESTRICTIONS.¢ MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. `t 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). f f / ' i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS J04 IA /l�1�✓ 2 8�5,, Wa+ws Lg v 2 2 iGr d�C - �(���"�Ff� 3 pFnj �` fi/j2- 15' I ' eating Inspection Approvals Engineering Dept '��� �Gvll d9z5 Fire D t 2 l j= — /< ar a1t �4r0` . . r� J0 ) / .,�� r 1 Registry ID 855243479 Home Energy Rating Certificate Rating Number 14519 Certified Energy Rater Andrew Popielarski 216 Pheasant Hill Circle Rating Date 11/11/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders —. Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 31.3 $506 29% Confirmed HERS Index: 60 Cooling 0 $0 0% Efficient Home Comparison: 40% Better Hot Water 3.7 $217 12% Lights/Appliances 17.5 $1026 59% General Information Photovoltaics -0.0 $-o -0% Conditioned Area 1421 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 11223 cubic ft. Foundation Unconditioned basement Total 54.8 $1749 100% Bedrooms 3 Criteria Syst This home meets or exceeds the minimum criteria for the following: Mechanical ems Features u a '"" 2009 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: Heat pump, Electric, 3.10 EF, 50.0 Gal. Duct Leakage to Outside 41.00 CFM25. Ventilation System Exhaust Only: 70 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building she[[ Features Ceiling Flat R-30.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.320 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 520 Clg: 520 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Sagamore Beach, Ma. o Lights sand Appliance Features sss 503 2233 „omeEnwsYga,es Percent Interior Lighting 90.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric J,. Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 5363711 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. JOB SITE:, T MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAIVIORE BEP-CH MA 02562 INSULATION CERTIFICATION—PER IECC 303.1.1 BATT INSULATION Exterior walls: W�� Type: Fi b Manufacturer: OM:: ,,R • ' a: R-Value; Exterior walls jother7.1;4,;� T C.c.,re.t3 C Yee• --- ,_ _3Manufacturer: Lv R=Value: Interior Walls/Stairwell: Type' Manufacturer; R-Value: Basement Ceiling: Type:r ho-s—=--- ____Manufaceurer: s ti, 3� - c�R-Vaaue:---______ I Flat Ceilings; Type: _Manufacturer: _ R-value: Sloped Ceilings: ` Type' Manufacturer: R-valuer BLOWN INSULATION (FIBERGLASS OR cELI OLOSE) Exterior Walls: Type: IVlanufaCtt,rer: Settled Thickness: - - ---____Installed thickness.: —_ Settled R-Value: _Instalied density. _ Coverage Area; N,Ljrnber of d365's:: Flat CediLnp: TYPe:_�6•=�_.�,i�sS�_ . Maniifac.•rturer. �nk,�,s . •1 Settled.TFaickness !S- _ -- --� Installed thicltness Settled R-Valuer Installed densit Coverage area: 730 Number of Bags: Sloped Ceilingc: Type' .:.: Manufacturer. Settled Thickness; ------ Installed thickness; _ Settled R Value;___ ___Installed aerLs�y: Coverage Area:. -----.__ Number of 8ag.s:, ` t ate: 1��L., a'!v For MAR ?nstallc�d E�ul,ding P duct ro i Town of Barnstable Building Department - 200 Main Street * BIZ• * Hyannis, MA 02601 9aF1 s9. .�' (5081862-4038 M1�A Certificate of Occupancy . Application Number: 201502530 CO Number: 20150219 r Parcel ID: 002002023 CO Issue Date: 11113/15 Location: 216 PHEASANT HILL CIRCLE Zoning Classification: . RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: PWI,XgDepartment Signature Date Signed Teo 'ARNSTABLE BUILDING PERMIT APPLICATION Map. Parcel C�b� Application �w� v Health Division Date Issued 20A Conservation Division Application Fe ZX_ Planning Dept. Permit Fee CA Date Definitive Plan Approved by Planning Board Historic �OKH _ Preservation/ Hyannis Project Street`Address D '3ou/ fl 1 l"t Village Owner Address. .� '�C Telephone - O Permit Request O C©v�`S Otn 2- 1ct✓` CJ GE a Square feet: 1 st floor: existing Q proposed _7M2nd floor: existing D�Q proposed In(Total new lq5a(2 Zoning District - Flood Plain Groundwater Overlay Project Valuation Construction Type- Lot Size �. Grandfathered: ❑Yes .&No If yes, attach supporting documentation. Dwelling Type: Single Family �, Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ,® No On Old King's Highway: ❑Yes d No Basement Type: Wulf ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)�Z Number of Baths: Full: existing new Half: existing _ new Number of Bedrooms: existing anew Total-Room Count (not including baths): existing new First Floor Room Count =`-f Heat Type and Fuel: AGas. ❑Oil ❑ Electric ❑Other = = Central Air: ❑Yes ;.No Fireplaces: Existing New Existing wood/coal stove:'D Yew❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ exi ting ❑=new e_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: e� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes U44o If yes, site plan review # l Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameZrf�_ Telephone Number 77 1 - 1 040 Address License # (DoS�4�� re VIAO Home Improvement Contractor# Email 0bmnA6UAldl Worker's Compensation # b07 �(Q 6�n ALL CONSTRUCTION DEB IS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Zma 1 .. l � SIGNATURE DATE 5Y q f .5- FOR OFFICIAL USE ONLY a APPLICATION# "~ DATE ISSUED MAP/PARCEL NO. z ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION "Tvii,5 FRAME L'i o INSULATION Aar L- `1 c FIREPLACE S ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 4 FINAL BUILDING — 1 17A LT - F, DATE CLOSED OUT d, I. ASSOCIATION PLAN NO. f r AWC Guide to Wood Construction in High Wind Areas: 110 mph. Wind Zone Massachusetts Checklist for Compliance (78o CMR s3o .1. ,i)' THE EAGLE MODEL COTUIT MEADOWS COTUIT, MA Q Check Compliance 1.1 SCOPE Wind Speed(37sec.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.) ........2 stories <-2 stories Q Roof Pitch.......:...........................................................:..:..:.(Fig 2)....................... ........:.................8s 12:12 Q MeanRoof Height........ .......I..................... ......:........,.(Fig 2)...:. ...........................:...........22 ft <33, Q Building Width,W............... :... ...................... .........(Fig 3).................. ......:. ................ 26 ft <_80, Q Building Length, L...................................... Tig 8)...... : .....,.:: <_80' Q......... 28 ft Building Aspect Ratio(LW................................................(Fig 4).,........................................... 1.25 <_3:1 Q Nominal Height of Tallest Opening2 :.::.. (Fig 4)................. 6',8 <_6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections.......... ........(Table 2)............. ,.,...... ..................... ........ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780.CMR 5404.1 Concrete........ Q......................................... ......................................... Concrete:Masonry...........::......:::..:......................:.::..::.....:.:......................: .. .............................. .. 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» (� . . .... .. . Bolt Embedment—masonry.. ........................... (Fig 5)................. ::... in. > 15 N/A Plate Washer............... ......... ................... ........(Fig 5)..................... .....:....................>3"x 3"x%<" Q 3.1 FLOORS Floor framing member spans checked...:.:..... ....................(per 780 CMR Chapter.55).......... ...................... . : Q Maximum Floor Opening Dimension......................... .:......(Fig 6)................. ................—ft:5.1•2' NIA 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.........::..:.:.$ig 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'-0"ft <_ 10' Q Non-Loadbearing walls ......:.................. .......:.(Fig 10 and Table 5)....:.....................8'-0"ft <_20' Q Wall Stud Spacing ........ .......... ..................... .........(Fig 10 and Table 5);....:. ..........16 in.<_24"o.c, Q Wall Story Offsets: ............ ....................................V...........(Figs 7&8)......... ......... ........ ......... ft <d N/A A WC Guide to Wood Construction in High WindAreas: 110 mph. Wind Zone Massachusetts Cheddist for Compliance(780 CMIt 8101.1.1.1)' 4.2 EXTERIOR WALLS' Wood Studs Loadbearing Walls.............................. .................... .(Table 5)................. ........................2x6=8 ft 0 in. Non-Loadbearing walls......... ........... (Table 5)................... .........2x6-8 ft 0 in. Gable End Wall Bracing Full Height Endwall Studs...................... ............ .........(Fig 10)........... .. .... ................ .................... WSP Attic Floor Length.................................................(Fig 11)........................:.....:....:.......... ft?W/3 N/A Gypsum Ceiling Length if WSP not used .................:.(Fig 11).........................::......:................ 5 ft�0.9w and 2 x 4:Continuous Lateral brace @ 6 ft.o.c. .. (Fig 11):.. :. ................!t......................... NA or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length .......... .........................—AlFig.13 and Table .........................;.8. Splice Connection(no, of 16d common nails).:............(Table 6) ............................. ....... ..........6 Loadbearing Wall Connections Lateral(no. of 16d common nails)..:.................... . ...s:.(Tables 7)........... ::.:....2 Non-Loadbearing Wall Connections Lateral(no. of 1:6d common nails)...:..... ...............(Table(Table 8)............................. ......................... .......3 Load bearing Wall Openings,(record,largest opening but checik all openings for compliance to Table 9) Header Spans . .... ............. ..........................,...........(Table 9.)... ................................:..Oft O.in.:5 11' Q. Sill Plate Spans ......... ........(Table 9)... ................. ..... ..Oft 0 in. :5 11' Full Height Studs (no. of studs)....... ...................... .(Table 9)............. .........................:.:..3 Non-Load Bearing Wall Openings.(record largest opening but check all openings for compliance to Table 9).. Header Spans............E.............................. ..........(Table 9)......... .............................. 0 in. :5 12' Sill Plate Spans...... .......... ......... .... ,(Table 9)..... ............ ......... :: ft in. :5 12" N/A Full Height Studs(no. of Studs).....:::........................:::.(Table 9).................... .:.......... ............................. N/A Exterior Wall Sheathing to,Resist Uplift and Stiear,Simultaneousiy° Minimum Building Dimension,W Nominal Height of Tallest Ope.nin.g2 6'8" NIA ............... ........................ ............ ................ Sheathing Type... ............................... .(note 4).................. .............AWSP Edge Nail Spacing............... .............:.........(Table 10 or note 4 if less).............................3 in. Field Nail Spacing.......................:........:..........(Table 10)......................................... ...12 in. 4 Shear Connection(no. of:16d common nails)(Table 10)............... ......................................... Percent FulkHeight Sheathing...�.......7...........(Table 10)....... ............................... .........52% 5%Additional Sheathing for Wall with Opening>6'8.. ....................... ....... N/A Maximum Building Dimension, L Nominal Height of Tallest Opening2......... .........: '8 .......... .................. ..........61-811!5 6 0 Sheathing Type....................................:.........(note 4).. . ............................. ..............WSO Edge Nail Spacing...... (Table 11 or note 4 if less)........... ........ 3 in.................. Field Nail Spacing... ....................................(Table 11).....................i .:.......................12 in. Shear Connection*(no:of 116d common nails)(Table 1 11)_,.... .............................. ..............4 Percent Full-Height Sheathing... ............(Table 1 l) ................................. ...................36% 5%Additional Sheathing for Wall with Opening>6'8....... ....... .................. Wall Cladding :Rated for Wind Speed?...................... ................ ............... ........................................... ti AWC Guide to Wood Construction in High Wind Areas:110 mph.Wind Zone Massachusetts Checklist for Compliance.(780 CNIIR 51301.1.1.1)' 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 s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.......................... .:::............:.(Table 12).................,..:.........................:U=236 plf Q . Lateral ........ ..................... .......(Table 12)....... .........................................L=176plf Q Shear .. ...... : (Table 1 ) S=77 plf, Q Ridge Strap Connections, if collar ties not used per page 21.., (Table 1.3)....................... „:T= plf N/A Gable Rake Outlooker. ..................(Figure 20).............;._ft<smaller of 2`or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.......................... .;::. ...........(Table 14) ...................... ......::.........11- lb. N/A Lateral(no.of.16d common nails).,.(Table 14).............................:..:.:::....L lb. N/A Roof Sheathing Type... ................... .........(per780 CM Chapters 58 and 59) ....... Q Roof Sheathing:Thickness..................... .....:... . .................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening..................:. ..........(Table 2) .;.............................. .,;...............8d Q jTHE EAGLE MODEL COTUIT MEADOWS COTUIT, MA MEETS THIS CHECKLIST IN IT'S ENTIRETY( (THEREFORE THE.FOLLOWING_NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1:1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph.Guide:. a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e:. .Corner Stud Hold Downs per:Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 fP. shall be permitted when 5%is added.to the percent full-heighf 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#27grade. 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:. f AWC Guide io Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so cMR 5301.2.1,1)' -MEN THIS EDGE RESTS ON FRAMING(AE8d NAILS. AT6'ojr- it 11 11 tl t It Il 11 II is iia 1 It Q ii - it ID Iri It fi it g 1 ✓ti _ 11 11 W , U ItLLF �� iip 1 It a It {� IAIN t .. It It 06US f=f)GIE NAIL.SPACING 11:5 PANEL d 4 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.(780 cMR 530 .2.11 j)' I . a . 0 :3� , FRAdAING MEMBERS � + EDGE _ 3M Z 8"MIN. STAGGERED MW: AI LPATTERN � PANEL PANE-EDGE DOUBLE NAR EDGE SPACING DETAL Detail Vertical and Horizontal.Nailing for Panel Attachment Home Energy Rating Certificate RatingNube° Certified.Energy Rater Chris Mazzola 216 Pheasant Hill Circle Rating Date 04/13/2015 / Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated Annual EnergyCost Use MMBtu Percent 5 stars Plus . Heating 33.3.. 6% Projected Rating. HERS Index: 61 Cooling —_ 2.4 9% Hot Water 5.1 19% Projected Rating: Based :on Plans - Field Confirmation. Required. Lights/Appliances 17.2 64% eral Information Photovolta;cs o.o -0% en :-_......_..,�u__ � Service Charges 2% Conditioned Area 1421 sq. ft. House Type Single-family detached Conditioned.Volume ..12537 cubic ft. Foundation: Unconditioned basement Total 58.1 100% Bedrooms 3 Criteria Mechanical.Systems Features This home meets or exceeds the minimum criteria for the following: r . - Heating: Fuel-fired air distribution, Natural gas, 95:0 AFUE. 2012 International Energy Conservation Code Water Heating: Heat pump, Electric, 2.35 EF, 50.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 56.00 CFM25. Ventilation System Exhaust Only: 44 cfm, 6.0 watts. Programmable Thermostat Heat=No; Cool=No - LBu ilding Shell Features, Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0, Vaulted Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00:CIg: 3.00 ACH50 .Energy Raters of Massachusettes Foundation Walls R-0.0 Method . Blower door test 180 State Rd Suite 2 Upper-- - - --- . Sagamore Beach MA 02562 `Lights and Appliance Features 508 s33 3100 Percent Interior Lighting100.00 Range/Oven.Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 . Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 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. i The Home Energy Rating Standard Disclosure for this home is available from the rating provider. y°F(HETp��l' Town ofBarnstable, Regulatory Services :B im' Thomas F. Geller,Director m Building DiAsl.0n Tom Perry, Building Commissioner 200 Main Street, Hyannis,NIA 02601 Yr Tv w.town,b arnstable.ma.us Office: 508-862-4038 Fax: 508.790-6230 Properly 0-7me' r Must Copplete and Sign This Section If Using ABuild-er I, • Sl - ,ds Owner of the subject property hereby authorize _ to act on my behalf, in all matters relative to.work authorized bytU building permit application for: , (Adchtss of Job) 4 Signa Owner Date Print Name Q:FORB4 S:OZrr\1ERPEPN1S S 1011 Department of Industrial Accidents v 6ffree of Irivestigations : 600 Mashing-ton Street Bostall"MA 02111 1 � mass govldla Workers' Compel-sation Iusurance AffldaAt: Buildi rs/Contraetors/Electricians/Plumbers Applicant Information Please Print Lezilrly Name (Business/Orgaoization/Lnditi7dual): E Address: P, CK City/State/Zip: A/ljP V1 AU- Phone-: Are you an employer?Check the-ippr6prilate, Type of project(required): L❑ I am a employer wit 4. ETI am a general contractor and I 6• lam`N ew construction employees(full and/or part time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet.t ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition v+Torlang for me in any cap acity. workers' comp.insurance. 9• ❑Building addition [No uTorkers' comp.insurance 5. ElW6 are a corporation and its required.) officers have exercised their 10.❑Electrical repairs or additions I❑ I ain a homeowner doing all work• right of exemption per MGL ME] Plumbing repairs or additions ir,ysel£ [No worlrers' comp. c. 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 box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who,submit ilus affidavit indicating they are doing all work and then hire outside tontractdrs must submit a new affidavit indicating such. $Contractors that check this box must attached an additional'sheet showing the name of the sub-contra otors and their wgrkers'comp..policy information. I aria art employer that is praviding rvarkers'cons pensat!Gn in-vurar-ce for my errrplo}gees. Below is the.policy and job sire ire;for^racc�ior�. ; Insurance Company Name: Policy#or Self-ins.Lic.#:_ C)u7 `)q(9 Expiration Date: I I<<v Job Site Address: 2 lP ll 1 (I City/State/zip: (16"L/Mk Attach a copy of the workers' compensation policy declaration page(sho-vdng the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition.of.criminalpenalties of a fine up to$1,500.00 and/or one-year irnprisom-neat; as well 3s civil.penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day,against the violator. 13�,advised that a copy of this statcml at may be forRTarded to.the Office of Irlvestigations•o€the DIA for insurance 6overage verification. I do hereby certify under the pains and pertalties of perjuiy i sat trie rrtfrrrrxai-ionpi-on,,ided aboi,e is true grid cotreel Stature: t o-� Date: S Phone n: — O l7 Official use anly. .Do riot Trite in Eris area,to be corltpleted by city or torq+ra off cram City or To wm: Permit/License Y Issuing Authority (dr ele one): 1-Board of Health 2.Building Department 3.C ty/Tovtra Clerk 4.Electrical Inspector 5.Plumbing lncpector 6. Other Contact Person: Phone th f Subcontractor's Insurance 2012 Pohcy �GLPolicy£ WCpPohcy ° ' WC P.tvr ohcy Sub Contractor_ y§ ;r, Effective DateExpiration yEffectie Date �Expiration „ All Cape Garage Door 508-398-2757. 06/01/04 10/07/12 06/01/04 12/01/15 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/15 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/15 Cape Concrete Forms 5.08-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/0.1/05 07/01/16 Chaves,Robert 508.362-9929. 08/13/04 08/13/12 12/17/04 11/13/15 Christopher Costa&Associates;Inc.: . . 01/22/08 08/27/12 02/06/07 12/13/15 Coy's Brook,Inc 5..08-394-8442 04/24/04 04/24/13 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/90/12. _ 08/14/04 06/01/15 Jeffrey Lauder _ 5.08-221-1046 12/09/06 04/05/12 DBA-N/A 06/01/15 Kitchen Appliance Mart 508-771-9221. 08/12/04 08/12/12 01/01./05 . 12/01/15 MAP Insulation 508-888-3599 10/01./07 10/01/12 10/01/07 06/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/15 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08... 11/13/15 Wood Floor Specialists 508-888-3958: 02/03/08 .:. . :02/0.3/13 02/03/08 12/01/15 1 r a Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005645 r � BRIAN T DACEY, PO BOX95 sx_; CENTERVILLE MA 02632' Z30. Expiration Commissioner 04/19/2016 j. 4. zzz 1 1 Counino -wealth o l�'1a�saclzusLti:s Sheet Metal Permit Date: Permit a6 LSO0 %Estimated Job Cost: S 1 Q b PerllI Fee:S 5, � A Plans Submitted: YES o ® � �11051ans Revjie�ved: YES NO AX Business License ,= !(00 Business Informat;on: ® Property Owner/job Location Informatior:: Nam Vc�rn G'i`l Name: 11,4 . Street: C� D I Street: Phzw1tAh �XX Ci Q ty/Totiyn: t l�lJ . �� I �1`�rLQ..�`l� City/Town: Tele hone: Cl 0� �in p_ �1���- Q f�.� I � � Telephone: Photo I.D.required/Copy of-Photo I.D. attached: YE*S NO Ste,f In Va2l J-1 license J-2 /2-H-2-restri wed to d.vellinas 3-stories or less and cor?.mercial uo to 10,000 sq. ./2-stories or-, Resident 1-2 family Multi amTly Condo/Tov< ous-�'s Crime_ omruerci 1: Oslce Retail T,dust ial Educational histitutiona 1. 0th,e Square Foota'ge: under 10,000 sq.L Y over ID,000 sq. i�. dumber o:5ior�s: Sheet netel work to be completed: Neyv Work l� --Keriovation: FV AC v"' Meta l W atershed Rooiing Ditcher;E�h aL,st System Metal Chd ney/Vents Air Balancing Provide detailed description o��;vork to be done: a INSURANCE COVEPe+GE: i bility+insurancspoBcy or its equidalentwhich meets the requirements or i�.G.L.Ch.11 Yes i No I have a current.)a i i yP= of coverage by checking the appropriate box below: I1 you have checkedYes, indicate the — k� pond (l otype of ind--mnity 1 ! Aliability insurance'policy Other D'iVN�R'S INSURANCE. MAIVER: I am aware that the licensee does nave the Insurance coverage required by Chapter 112 o the i r.izssachusetts General Laws, and that my signature on this pe-i mit application vrai•'es this requirement. I check One Only ' I Owner ❑ Agen. ❑ j Slgnatur=of Oviner or�:vn&S Ag=nt t_ h•' _ this application will be 3y checking this Lox)];!hereby cacti y that all OT the=dataiis and iniorma i�ntl have sub min-ad(or entered)r=garding this application hia are true and Building Coda and Gh_ptar 112 oTthe General Lams. accurate to Una best of my knout!ad9.e and that all Sheat metal Work and IRSta.I-tlOi'Is pgr0'i��d under ti13 pann'tt ISSU�d Tor.i in compliance with all pe tinertt provision of the Massaonus_ts" d g t Duct ins>;sc ion required prior to insulation installation: YES NO Pro�resS,ILiSPeCti0I1S colm Fiji-al InspeChDil ' - - - - - - - - - -C ?j5ntJ- - C)n2 i • ! l � I yc ofLicense: � I INJ1cst�r. L is-r(S' Gty/.!.o+m ❑ vU.ue;;DerOn Signature of i I Gliu(.= _jj.0uim Yperson-Res-U CI�d License NUll(o2r. Q( f' l re? (� r`h=Ct at ma mass.gvJidr,1 ! .0 i I i � i I i Inspector Signature of Permit Approval i Fold Then Detach Along All Perforations L;OMM:0N_WEA9WG MA��A"HIIv N tSETTS • S.R. i SHEET�M -S—W RKERS � - tI:SSItES THEFQLLOWxEt� CENSE ' r AS�A BUS jREfOSL �s E R C T �tIi r-T Ef L'E�y� e ;zW VERN��I �WFt1sTELEYPLBG {>PLQ Iv G Q�.,'. COO' 28fV l LLAGE LAND t)V� z 3 W y� ,. .�d1 - �„ .c n'�,rre see i �' , ° �i� � ' tC7v' - �` F ;C.OMMONWEALTH'OF MASSACHUSE.TTS :.; ;;. e a • a BOARD OF y, SHEEt1EytAL WORKERS x r �;SSUEs tHE FOLL04JI�IG � I CEiVSE �' I A5 A MNSTEP. U aRESTR1 CTED C p I� z IC ERIC T WHfTE'LEY 1� r t _ r PO BQX 2�+8 Z U 4fE�t CHATHa�`1 MA a2669 `a2�8. �� , `{ k� 2967 oz/z8%IQ - ' i8o5�2, � �` 1 4: — J o � RepJatory Services zWui�dM r 1 r� 6 P \��' Thomas,F. Geilc,,Director -Building Division Tom Ferry,33uildinv{:orxamissiDL, 200 Main Succ1;.I�:yan is,NEE 02601 office: 5 08-8 G2-40 3 8 F2xti 508-790-62:30 Complete an(--I Sign 'T .'s Sectiba If Using ABuilCJ r 7 jt r Lt r, �s O��.er of tt�P sabier� property L.ere by aij:�bo aize \"�i f ✓� `{, �j f��- g rto act ol, N La 2 Lters TELtive to -xnrk aut4on�d by tbL: o,icing Per. It applie d a rior: ytSS ofjob) � nz'zzr DI L15C?�" Pnat I\I•arne ! -- - If x�cr-is appj}ring' for e.�;r�'t,)leasc coMPIf,' the HomeOW-12els License E - p�i-on Fo= on`the side. �:rDR],FS:{)VrNrF.l'1T�1,-t TSB 1!�1d . WVERNON-01 DPEARSE CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIYYYY) 9/26/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Rogers&Gray Insurance Agency,Inc. PHONE FAx 434 Rte 134 C No Ext:. A/c No:(877)816-2156 South Dennis,MA 02660 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:ARBELLA PROTECTION 41360 INSURED - INSURER B: W.Vernon Whiteley Plumbing&Heating Co,Inc. INSURERC: Chatham Sheet Metal,Inc. P.O.BOX 1266 INSURER 0: West Chatham,MA 02669-1266 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D L S BR' POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD POLICY NUMBER MMIDD/YYYY MM/DD/YYYY LIMITS A, X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE I S 1,000,000 CLAIMS-MADE FXI OCCUR 8500052832 10/01/2014 10/01/2015 PREMISES Ea ocarrence S 100,000 MED EXP(Any one person) S 10,00 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 X POLICY❑jECT LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: S AUTOMOBILE LIABILITY COMBINED ISINGLE LIMIT I S 1,000,000 A ANY AUTO 1020006346 10/01/2014 10/01/2015 BODILYINJURY(Perperson) S AU OS M SCHEDULED BODILY INJURY Per accident S AUTOS AUTOS ( )X HIRED AUTOSNON-OWNED PROPERTY DAMAGE AUTOS . Per accident S IS X UMBRELLA LIAB OCCUR EACH OCCURRENCE S 4,000,000 A EXCESS LIAB CLAIMS-MADE 4600052833 10/01/2014 10/01/2015 AGGREGATE S 4,000,000 DED X RETENTION S 1 O,000 S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? El N/A E.L.EACH ACCIDENT Is- (Mandatory in NH) E.L.DISEASE-EAfMPLOYE S_._____ If yes,describe under :DESCRIPTION-OF:OPERATIONS below:_— -- -- E.L:.DISEASE_P-OIIGY LIMIT_-S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Plumbing,Heating.&Air Conditioning Contractor --General Liability Endorsement 30AP2037 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Transfer of Rights of Recovery and Per Project Aggregate as Required by Written Contract --General Liability Endorsement 30AP2039 Provides:Additional Insured-Contractors-Completed Operations Coverage As Required by Written Contract --Commercial Auto Endorsement 26AP1034 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Waiver of Subrogation --Workers Compensation Certificate for Policy#6S62UB9972L66413 has been requested from ACE Insurance Company and will be Forwarded Directly by ACE —This Certificate Replaces any Prior Certificate Issued to the Holder for the Policy Period 10/1/2014 to 10/1/2015 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601-0000 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD .3 CERTIFICATE OF LIABILITY INSURANCE °10E02- 2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT - NAME: ROGERS&GRAY INS AGCY PHONE FAX 434 ROUTE 134 Arc No Exf: ac Not: SOUTH DENNIS,MA 02660 EA -MIL INSURER(S)AFFORDING COVERAGE NAIC fA INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURER B: W VERNON WHITELEY PLUMBING&HEATING CO INSURERC: INC&CHATHAM SHEET METAL INC P O BOX 1266 INSURER D: WEST CHATHAM,MA 02669 INSURER E: INSURER F'. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICfES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE (ADDL SUB POLICYEFF POLICY EXP LTR INSR WVD POLICY NUMBER (MMIDD/YYYY) MM/DD LIMITS GENER4LLIABILITY . EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED S r-� PREMISES Ea occurrence CLAIMS-MADE U OCCUR MED EXP(Any one person) S PERSONAL&ADV INJURY S - GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG S P POLICY RO- . JECT LOC $ AUTOMOBILE LIABILITY OMBINED SINGLE LIMIT $ ANY-AUTO a.cc enl SCHEDULED BODILY INJURY(Per person) S AUTOS ALL OWNED AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS AUTOS NON-OWNED e�20r PERTY AMAGE S accident UMBRELLALIAB OCCUR - EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE S DED I RETENTIONS S WORKERS COMPENSATION - - X.I VICSTATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ANY PROPRIETORIPARTN WEXECIJTIV Y. ER NIA E.L.EACH ACCIDENT $SOO OOO .... .,... ___ ....,OFFICER/MEMBEREXBLUDED?, 6S62UB..- 1'0-01 201`4==10-01-$0�5` .- - _.._._ (Mandatoryfyes,dsorb .un 9972L664 E.L.DISEASE-EA EMPLOYEE $500,000 If yes,descrbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICYLIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER - CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE ,IOHN J.LUPICA,President ACORD 25 2010/O5 © 988-20 0 AC D CORPORATION.A I rights reserved. ( ) The ACORD name and logo are registered marks of ACORD h . The Commonwealth of Massachusetts Department of IndustrialAccidents d 1 Congress Street, Suite 100 Boston,MA 02114-2017 ,M s. www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTIiNG AUTHORITY. Applicant Information ` \ Please Print�Le2ibly Name (Business/Organization/Individual):1�U�Q� Address: City/State/Zip .`-�c �c�c�7�\�\ Oz��� Phone#:(S-b�) Are you an employer?Check the appropriate box: Type of project(required): 1.�Q rr I am a employer with b 3 employees(full and/or part-time).* 7. [0 New construction 2_❑I am a sole proprietor or partnership and have no employees working for me in . any capacity.[No workers'comp.insurance required.] 8• Remodeling IF 11 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Q Building addition ensure that all contractors either have workers'compensation insurance or are sole I LE]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance." 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. +Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: >(c.C�c� Sv( 0 r)(-q, Policy#or Self-ins.Lic.#:�Q � ���a L bb� -I Expiration Date: 1 1 ) Job Site Address: W\\ City/State/Zip: _ &�� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerrttii "der the pains and penalties o4p jury that the information provided above is trite and correct. Signature: ��---r � w Date: Phone#: �O 9 L-1 S Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: TempParcelEdit Page 1 of 1 6 ¢ � t Logged In As: Wednesday,January 16 2008 Frank SchlegelNew ' Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 023 Street Number: 216 Unit Dev Lot LOT 23 Road Name: PHEASANT HILL CIRCLE T/R I` x� Sec. Road: T/R. I Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Up{d e ;�Dete� gAdd�A�noth http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable , MA Prepared For 216 Pheasant Hill Circle Cotuit Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 002-023 Baxter Nye Engineering & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 y — (508) 771-7502 Fax - (508)-771-7622 Page 158 Phone Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1" = 20' 07-02-2015 Job Number: 2005-214 PARCEL 049-063 E Co M OF M ASHPE N�F TOWN . z . N 3'42" E 87.10' LOT 23 8,820f S.F. N 0.20f ACRES N/F Z COTUIT EQUITABLE 5.2 HOUSING, LLC. o DEED BK: 21804 PG: 41 a � 2.00' �'� PARCEL 002-002-022 LP J a O m O _ 23.0' 14.00 EXISTING FOUNDATI05 O GEORGINA FENNELL N LOCATED 07-02-- DEED BK: 24190 PG: 27 o N , PARCEL 002-002-024 O 2s.o 22.9 14,00 0 N OD O S 83 37'�3" W M' LB7.10' PHEASANT HILL CIRCLE e I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20t%1-0'/10') AS NOTED IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO -�NOFMgs PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. o� SHANE GN M. THIS PLAN IS NOT TO BE RECORDED NOR IT TO BE USED TO ESTABLISH PROPERTY LINES. 0 MALLON - sxl� �j 7/�� 90.48687 CD t A Pv REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE �qNO SUFAy�Q, i ,*�I . n- i ... _ w p - ------------ i ,,� z .. ._ O IEE TTF IT � ld FRONT ELEVATION �"� � SCALE: 1/4" j —0 z L 12 ./: 3 -.-_. . - . --- O _ . wQ w �- z O FUILDI TECT�R-S REVIEWED Fr 2tu � Q Q w0 �w - G OEPT. DATE w ,y = C4 . L JUL FIRE DEPARTMENT DATE � BOTH SIGNATURES ARE REQUIRED FOR PERMITTING I S✓aEET 1 1 REAR ELEVATION SCALE: 1/4" = V—O" JOB: 1505 DRAWNBY:- KW . DATE: 4/9/15 N _._ • N O q � � a w . a .. ... ...... ... . . . .. h W q �■■i V d" W M W � O N Q � W q - L---J L -J W RIGHT ELEVATION SCALE: 1/4" = I'-O"------------- . -- - _... .. - ----- _ --- - -..._..._.... .. 0 - - -..._.. _... ..._. . - - � Q Q W i I O 12 W uADlu W U W J W FM { O SHEET LEFT ELEVATION A2 SCALE 1/4" = 1'-0" 1505 DRAWN BY: KW DATE: 4/9/15 4O'-0" 14'_O 26'-0 6'-a° 12'-a" Z p � w Q p DECK -12'-0" x 12'-0^ now qm � m N x Q m Id n a NMI REF. - 'O - ... - 1 O 1 30 1/8" x 1,610 7/8" :w 00 It j w _ QO. KITCI-IE i I N I' N n .. 12'-4" X 12'—m' t Q X:18'-6" (0 €o m v Now Q Id 13'_On I i_On li (2 TW 24410UP 2 - .30 1/6" x MULLED c`w - o TW 24410 A E N 30 1/8" x 60 7/8". .. 14' Ou - 51� 3i_IOn t w' rj'Z 2Q _ - DINING. 12'-4" z 1p-o �o FOYER 3 7'x9',L O.H. DOOR ... .: - 1U ... .. BATH pQ t v to Q a W10 Q to n lL �. xpp[o xo xo 10 2'_6n qi-0u 2'-60 3'-6° m 6'-7" 5'-4" 6'-1.. L 4'-6^ 14'_On 26'-0" 401-0' SHEET AB FIRST. .FLOOR PLAN SCGAE_E: 114° DRAFt�4 ay: Icw DATE: 4f4/15 w -- h, rN riy H �. . _. x F x Id - I .-... ... ..... TW 24410 — O _ 30"1/8" x 60 7/8° jaEE) #3 w 24410 I" x o _ .. BED #2 _ Ul ._. - _ 11 6 ,2'..4 12' 2"... -. _ 13'-10 r 3' I/2" 8'-3 I •• o: fit/ m ® m rp - - - - .. _ _ .:. .. TW 24410 ..��� .. .. .. .. ... BATH 30 1/8°. x 60 7/8' co .. .. ... a o � _ m - _ - - `- \ 3'-10". <: �� MASTER BEDROOM' N _ _ LU .:. _. W -o: e:W � w Of Q Z s 0 0 11J U aD lu a- �.� _ xo xo xo. x o - - m - _ 'c\oN mn mN mN 03 mF m }3 � X . J m ~.: 6r_7u 5'-4u 61_1n. :-; 4'-6" ._ SHEET A4 SFGON® FLOOR .PLAN SCALE. 1/4" = 1'-0" ��" t505 D2ANN BY: I«3 DATE: N u O4O'_o' x q 26'_0" 5'-4" 3 r0'.. 12'-0" w J h x � -1 2-2x10 GIRDER - 4'_0n a" _ i7 4x4 P.T POST GALV. METAL POST ANCHOR 10° °SONO TUBE" PIER W/ - F •• - - 6° "BIG FOOT" FOOTING TYP. — I _ 1 : r— —t 1 DECK - I I 12'-0" x I2'_0" N _ � I 1 05ILCOI V i BULKHEADI - I .:' I IDs,EXT. L -- - - - .: w � m , 1 ~ q 2x10's I I .• . 8°x46 � °-CONCRETE WALL - \\X\ - . .. 16°o C. I6°xl0' CONTINUOUS FOOTINGTYP \\ \\` I = I. .. ..:. 1 -. 0- 3-2xI0 GIRDER—' —-� .. I I v �.O 3 1/2°-DIA. STEEL COLUMN I 1 O 36"x36"x12° CONCRETE:PAD .. 1 I .. ... . 0. L FULL I I 1 IuPN EN M� I aD I I N <' I 4° CONCRETE SLAB I L L L L L LJ -1 PITCH TOWARD DOOR NOTE: 5/8" ANCHOR BOLTS I. EMBEDDED I .r" SPACED 32 O.C. \���� \ (\ I I o Q 12" Q I FROM CORNERS 1.\,\ I I 1 WASHERS 3"x3"xl/4n W 12'-4' F liJ _ DROP WALL 10° .. ... . :!.I - ... I 1 , I DOOR J - - 1 0QO 8"zT-9° CONC. WALL-'• -I I I _ a Z S . 1�.! 16°x10" CONTINUOUS FOOTING TYP '/ J I Lu U - -- i — — — N QJ - a .. 2'-3° 91_6" 2'_3n 14'-O" 40'-0° SHEET S1 FOUNDATION PLAN SCALE: 1/4" 1'-0" JOB: 1505 _ DRAWN BY: K W DATE: 4/9/15 0 q w � q J h m NMI �RIDGE VENT - 2x12 RIDGE BOARD- ASPHALT SNINGL-£5� 5/8" CDX SWFATHI mall - 12 a. ATTIC CONT..VENTING DRIP EDGE - R38 F.G. INSULAT .: .�. - : .. .RIDGE VENT !� - Ix8 FASCIA. .. .. .. Ix4 SECOND.MEMBER.. - ... .. 2x12 RIDGE BOARD: ... ALUMINUM-GUTTERS AND DOWN SPOUTS. 2x8's ® 16 O.C. I0 � .. FRIEZE BOARD AND MOULDING - _ - - - - - x s - -: - - ASPHALT SHINGLES - - .. - Ix3 STRAPPING .. pOL: w 1/2" GYP. BOARD - @�b s. 5/8"-CDX SHEATHING - 2x6 EXT. STUDS® 24^ O.0 N BATI-I - - PALL +�6s - �60� Q 6" R21 F G.INSUL./ _ 12 . 1/2° PLYWOOD SHEATHING/ - 8'-3 I/2". 3'-10 I/2" 13'-10.. - TYVEK WRAP/CLAPBOARDS IN FRONT - BEDROOMld O .. -... (BEYOND) .�i .-:. ..',. W.C-.-SHINGLES SIDES < REAR 4 H . .. 3/4° PLY 5UBFL ._ : ..� F.G. IN CONT. FASCIA A IN_. G DRIP EDGE ... ..� . INSUL. 2x10'4P 16" O.G. 2x10's ® 16" O.C. :2 10's @ 16 O.0 : - :... .. ..... AND MOULDINGS .. .. Ix4 SECOND MEMBER ALUMINUM.GUTTERS AND DOWN SPOUTS � 10 FRIEZE BOARD L F.G. INSUL. FOY R (OPEN TO ROVE) ... \ 5/8° FIRE RATED LIVING RI'1 — O :..: ..: N ..... .. _ BETWEENI.�GA�RAGE - HINGC .. 2x6 EXT. STUDS @ 24 LIVING SPACE 1TYVEK WRAP OR EQUAL I AND .. - °D r' - G' - CEDAR CLAPBOARDS IN EQUAL) - ._ FINISH STAIRS 13R �-r 3'-4 1/4" GA AGE LIV W C. SHINGLES.SIDES.4 REAR P.T. 2X6 SILL:+ SILL - : CARPET FLOORING 3-2x12 CARRIERS - .u .: ,. ..- .4" CONC. 5 - - - 5/8" PLY SUBFLOOR L _ PITCH TO DOORS - .:. .... FIRST FLOOR - ... :2x10's-® I6.° O.C. 2x10's ® 16° O.C. . - .. F.G. INSUL... - .. .. 3-2x12 GIRT - - - _ - r ... .. . .-2x12 CARRIERSSTAIR 3 1/2" 5TEEL COLUM i COMPACT FILL W : 22--0"13 o T � 8'x 7'-9' CONC. WALL ~_ . DAMP PROOF BELOW GRADE .. .. .. - - ... - v _I Lu 3 1/2" CONC. SLAB. U ll! U lil �- 26-O' �. In 111 m Z CROSS SECTION �,� GARAGE SECTION 0 I SCALE: 114" = I'—O° L. SCALE: 1/4" _ I'_p". SHEET 52 JOB: 1505 _ DRAWN BY: KW DATE: 4/9/15 - EXTEND HDR TO CORNER - - - - 2x6 DEL TOP PLATE �. - RAFTER.Cad 16" O'.C. FULL HGT. STUDS JACK STUD MEN .. NAIL TOP.PLATE. -{ APPLY SIMPSON rl5TAIB CONNECTOR. / /� ° o / : H2.5 (9 EA. RAFTER : _w' .�► � w/ 2 Rows OF 16J NAILS ON THE INSIDE FACE OF HEADER / - 3" 70 EACH JACK STUD A,. °° J h STRUCTURAL PANEL..: I :: HEADER--' -:,I -..:... .. _ o 'TOP PLATE ..... - . - NAILED Bd COMMON i CONTINUOUS HEADER. a 3" O.G. EDGE AND FIELD - \ CORNER TO CORNER °.o . - - - OVER MULTIPLE:OPENINGS q . :.. ... .. .. .. DOOR TRIMMER STUDS: _ Z RAFTER O PLATE CONNECTION 1illow 2- 5/3" ANCHOR BOLTS: - w/.3"x3" PLATE NARROW WALL SECTION '/ .. ... .. .. /N DOUBLE RON .... ... ..�^< .... .... .. INTO BOTH NAILING ES - ... .. ... ... .. : ... .. .. .. :. ... ... ... a 2x ... .. ... �' DEL TOP PLATE :w a-. VERTICAL .. .. - - 5TRUCTURAL PANEL NAILED Bd COMMON. ' NARROW WALL .BRACING AT-GARAGE DOOR : .. AND 1122"INE DFELD Id 0. .. ... .f .... .. .. ..... .. ..� � .. .� _ .� - .:. .' :..� .. VERTICAL . DOUBLE ROW- - - % - STRUCTURAL PANELS _ " BREAK ON SECOND FLOOR rl v STAGGER NAILIN - - - :INTO BOTH PLATES RIM JOIST .:. ....: .: • 2x6 DEL.TOP PLATE .. .. .. .. - .. ... - - RIM OJOI STLOOR ... Q 'Q . tt i .- VERTICAL. ._ VERTICAL STRUCTURAL PANEL STRUCTURAL PANEL NAILED Sd COMMON .,"%. ... NAILED Bd COMMON - ... .. .. .. . .. - @ 3' O.C. EDGE '-:. _f!j{ � � .�,, ® 3" O.C. EDGE - . - ... AND 12" IN FIELD - '- it : ... ... AND 12" IN FIELD F.W. .. � .� . o Q { W a . DOUBLE ROW. _ : : DOUBLE ROW It ••� - . STAGGER NAELIN '. '-.' „ : ' :. ... �' STAGGER NAILING- INTO ,.N: -... .. INTO BOX AND SILL 60X AND SILL .` .... - ... . 54EET FULL HEIGHT 5�4,EATHING -SINGLE FLOOR FULL HEIGHT SHEATHING -MULTI FLOOR SCALE i. N.T.S. p SALE N.,T.5. ... D6iAE�fN HY. KA .. .. - DATE: 4/9/15 - GENERAL NOS' ; I PROVIDE (1) 6' DIA. x 6' DF,E16' 1. LOCUS PROPERTY IS SHOWN AS: , � LEACHING BASIN W/ 1 STONE � ASSESSORS MAP 002 - PARCEL 02 i SURROUNDING (OR ALI&NATE 2. SETBACKS. FRONT = 20' i EQUIVALENT VOLUME) SIDE/REAR = 10' CONNECT ALL ROOF 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. I DOWNSPOUTS TO LEACHING � BASIN 4. COMMUNITY PANEL NUMBER: 025551 0021 DMASHPE THE FLOOD INSURANCE RAZE MAP DEFINES THIS AREA AS ZONE C, OF N AREA OF MINIMAL FLOODING. 8710 74. 5. ENVIRONMENTAL NOTES: X SITE IS NOT WITHIN AN A.C.E C. (AREA OF CRITICAL ENVIRONMENTAL x Nf, �. , 10' SETBACK uNE o CONCERN). 73.0 _ SITE IS NOT WITHIN AN AREA OF ESTIMATED HAWAT OF RARE - i ; \ t o 00 WILDLIFE PER NHESP MAP OCTO�R 1, 2006 "ESTIMATED VEGETATED 12" x� � ��, ; + LOT 23 74�x I� a HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS 8,821 f S.F.HP Z PROTECTION ACT REGULAIIONS (310 CMR 10)." DEEP RAIN 74. 0.20t ACRES c 74.� GARDEN (125 C.F. I / SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP STORAGE) V' I / MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS.' TOP-73.5 Z / 74.50 SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OC70M 80TTOM-72.5 $� 74.50 DECK ; -- & 4 -"- 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" ,3 ON ,� LOT 22 FOR SPECIES �; UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, , LOT 24 +, � @1 , & I . I 74.50 , 18.6 REGULATIONS (321 CMR10) ,I 74. �0 74.50 SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA �� �� tc USED 216 HOUSE 25.2 1 1 0 !� A71 SAGE PR Ff.•76.50 0 745 2 • SLAB I ' I I .� ' 'o, 74.76 174.50 �� S INV,-66.65 ON SHEET C-2 FROM THE • I � i. ALL GENERAL CONSTRUCTION NOTES I 12 14.0 c 74.50 SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED I� 970 TBAc X 6/25/07, SHILL HEREBY APPLY TO THIS SITE PLAN. 20 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM 74 OUT LINE 74.5 VEGETATED 12" THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, z _ -"' DEEP RAIN DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. �4 GARDEN (125 C.F. � � o�:�725 'i STORAGE) 3. SEWER BUILDING CONNECTIONS. �, x �3' eoTTa� 2.5 - MIN. COVER SHALL BE 3 Ft. - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES , .. AS REQUIRED BY BARNSTABLE DPW. i sz.-c - `"6- - MINIMUM SE SERVICE CONNECTION SLOPE SHALL BE 2.1X. SEW _ J 0� � STOP W �a/3 �a/CLEAN E o 3.1 Z HP U E UGE �- c� 18 1 ,. - UGE UGE -� 293 ..._a c'D � INV OUT --- �66.5 • UGC/ - �� CJ S GE = 5 Q S INV.-6 ;�- ---,/ Cotult Meadows Subdivision GE ___ S _ y� _ 1 4�- Cotuit•Barnstabie, Massachusetts �� ,• s rs__'%,� ,' - _`• _._ ------�` _ _ / 70.7 PREPARED CDR LOT 74 COTUIT EQUITABLE HOUSING, LLC '1 53.8 i / '� ' - , ��-- � �' W G A 0■ sox 96 IN V OtJ '� �� _ " r N 72--____-I_Q T 74 ConterWileg MA OM2 ' Cs TITLE Site Plan woo •` Lot 23 . 216 Pheasant Hill Circle BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 Phone-(508)771-7502 Fax-(508)771-7622 20 0 20 40 SCALE IN FEET SCALE: 1" = 20' DATE: 05-01-15 �H OF MAS& REV. DATE. REMARKS +VIATTHEW W. yGs LOTm23 � 0 EDDY N CIVIL k No.43183 NUMBER GISTS ��� 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw i� 2005-214 3� s,