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0140 PHEASANT HILL CIRCLE
-ale- Town of Barnstable Building Department - 200 Main Street 11MMSTABLE, * Hyannis, MA 02601 9 MASS. i639. , (508) 862-4038 RFD MA'S s - - Certificate of Occupancy. Application Number: 201503182 CO Number: ' 20150210 Parcel ID: 002002014 CO Issue Date: 10/26115 Location: 140 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: _ /0 ` Building Department Signature Date Signed TOWN OF BARNSTABLE BU' � �� 'tg _2_01_5031-82 BARNSTABLE, Issue Date: 06/30/15 Permit MASS �p 1639• �� .Applicant: BAYSIDE BUILDING,INC rFG MAC A Permit Number: B 20151708 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 12/28/15 Location 140 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002014 Permit Fee$ 1,122.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 220,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH CAPE STYLE HOME WITH N 1%CARD MUST BE KEPT POSTED UNTIL FINAL ACHED AN ATTACHED 1 CAR GARAGE 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 • t 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 TIVPOFARILYQV T . ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS'WELL As DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE ,FC .OBTAINED FROM THE'DEPARTMENT OF PUBLIC WORKS;THE ISSUANCE OF THIS PERMIT•DOES NOT RELEASE THE APPLICANT FROM'THE CONDITIONS OF,,Nk APPLICABLESUBDTVISION' RESTRICTIONS r. ;s 1 MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK`. 1 v 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. ` ! 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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS z bvi o S vt ` - gLIl ,i 2 j- f t7 - u2 a` 5 V� 2 3 16113 1 Heating Inspection Approvals Engineering Dept i, Fire D pt r 2 A�Z `�' /� Board of Health i jj I' U. f "���; . r i � .d-- �. ,=�„;' .: . - ,. ID Home EnergyRatingCertificate Regimber 216749179 Rating Nuu mber 21312 Certified Energy Rater Andrew Popielarski 140 Pheasant Hill Circle Rating Date 10/22/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders t ; =r Estimated:Annual Energy C6st Use MMBtu Cost Percent 5 Stars Plus Heating 53.1 $770 38% Confirmed HERS Index: 65 Cooling 3.0 $177 9% Efficient Home Comparison: 35% Better Hot Water 10.8 $131 6% Lights/Appliances 18.6 $944 47% General`°Info.rniation -, �' Photovoltaics -0.0 $ 0 -0% Conditioned Area 1578 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 19269 cubic ft. Foundation Unconditioned basement Total 85.5 $2022 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. . Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gat. 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 52.00 CFM25. Ventilation System Exhaust Only: 78 cfm, 23.0 watts. Programmable Thermostat Heat=No; Cool=No Building Shell Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-37.6 Window Type U-Value: 0.300, SHGC: 0.250 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 904 Clg: 904 CFM50 Energy Raters of Mass Foundation.Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Sagamore Beach, Ma. Lights"and''Apphance<<Features ' 888-503-2233 Hu Energya.W.m 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) 596.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 70.40 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. 1 i i i j JOB S I TE';_kvr Z q.1 h, M A IaGa+'7 i j MAP INSTALLED BUILDING RRODUCI-S PO BOX 1309 SAGAMORE BEACH,MA 02562 i INSULATION CERTIFICATION—PER{ECC 303.1..1 I BATT INSULATION Exterior walls: of s: Type: r►'b4arL — — Manu a Curer: d"V•A. 4,s Cv +�,— Apt R Value: ?4' . Exteriorwalls TYPesFa�Ce t tVlanufacturer. ��/�L�— ; _ R-Value: 2� Interior Walls/Stairwell: Type: _____ Manufacturer; .R-Va lue: Basement Ceiling_ Type: lplggg�__lnanufactuter:CiW� —_ u` _ ----- R Value 36 I Fiat Ceilings; Type: Manufacturer: R-Value: Sloped Ceilings: 1 Type: Manufacturer; R-Value: BLOWN INSULATION FIBERGLASS OR CELLULOSE) .Exterior wzlis: TYPP' Manufacb,rer; _ Settled Thickness; InstailO thickness;__ Settled R-Value____Installed density; Coverage.A�ea; Numberpf Bags;__-_ r Flat Ceilings: TY.ne: rtbc h y . ---�5_� ___•_.Manufacturer; c7LCjc?wsc+ ,v,:,. Settled Thickness: !s_` _Installed thickness] ' Setaled R-Value: Installed density:�_�__ Coverage Area; Number of Bags Sloped CeiiinPS; .--_-_>_ i Type i6�� j:� ' ---_.:______•Maneifac_turer; �fiw z e�yt , Settled:Thi�' ess. �� - Installedthickness:� �4_�IR"'V_ to Ia Seatled P Value:_ ►- Coverage Area. j Installed density; , h Number of Bags �`•.:. • for MAP,;fnstalled Buildin Date:g Pr duct y —"---=-- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map UZ Parcel Application # t) Health Division Date Issued 30� Conservation Division LL Application Fe U Planning Dept. hermit Fee ZZ . bc!) Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address —10 JqL�� c j✓r1�L Village lam{trt•I Owner t Address P�• ltk Telephone Permit Request 0im a WPJ� tOar le Square feet: 1 st floor: existing proposed 2nd floor: existing proposed QW Total new Zoning District Flood Plain Gr=undwater Overlay Project Valuation Wv Construction Type Lot Size?q Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure F Historic House: ❑Yes ipo On Old King's Highway: ❑Yes Flo Basement Type: AFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new _� Half: existing new:_ p Number of Bedrooms: existing new _- Total Room C"int (not including baths): existing t°O new First Floor Room Count�-) Heat Type and Fuel: KGas ❑ Oil ❑ Electric ❑Other Central Air: A Yes ❑ No Fireplaces: Existing New Existing woodicoal stove: ❑ems ❑ No a Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing cLI1 news size_ Attached garage: ❑existing ❑ new size Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑'Yves 45-No t If yes, site plan review# Current Use Proposed Use 1jq;nt%4q APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number '771�1 Address 1 License # y.��v-�� Home Improvement Contractor# Email t Worker's Compensation # ALL CONSTRUCTION EBRIS SULTI FROM THIS PROJECT WILL BE TAKEN TO &a�Q_ SIGNATURE DATE SIM �� C FOR OFFICIAL USE ONLY "APPLICATION# ' DATE ISSUED MAP/PARCEL NO. ^ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 6D3o �.f S6a� a 2DJ�lS FRAME 1"7 45_ INSULATION IiW IS FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 V E �0F iErp�r Town of Bari stably y .egutatory Services f B � Thomas F.Geiler,Director Bufldinnb Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,Ma 02601 I www.towa.b arnstable.ma.us Office: 508-862-4038 Fax: 508--790-6230 Property Ovvner Must Complete and Sign This Section If Using ABuilder I, JA 1A as Ovmmr of the subject property hereby authorizea. ( l to act on my behalf, in all matters relative to wor authorized bythis building permit application for; , Rill- 0 rtk (Ad -ess o Job) 51gna Dat e 0 Owner e Pat Name Q:FOJZ�4S:O1�J'nEI�xP�A41SSJON . Dep artineF t of Iridustr•iad Accidents M Office of Investigations - 600 WasIzIngton Street Boston,3M 02111 14r`rS'iW F?-ass a ovldla Workers' Compensation Insurance A.ffFdaidt: Bui-lders/Contractors/Electricians/Plumbers AppHeant hformation Please_Print Le�ibiy Name (Busiaess/organization/ a-vidual): � ° I AIC— Address: . City/State/Zip: "x/1i�V/, Af, - Phone-: 9`71 4 0'0 Are you an employer?Check the•ippr6pri4te Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and 1 6. ('�`New 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. 8• ❑Remodeling ship and have to employees These sub-contractors have 8. Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition WO workers' comp.insurance 5. ❑ W6 are a corporation and its required] officers have exercised!heir 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all work' right of exemption per MGL 11.❑Plumbing repairs or additions myself No workers' comp. c. 152, §1(4),and we have no 12:0 Roof repairs insurance required.] employees.-[No workers' 13.❑ Other comp.insuranc6 required.] *Any applicant that checks boi#1 must also fll out the section below showing their workers'compensation policy information: t Homeowners who,submit llus affidavit indicating they are doing all work and then hire outside mntractdrs must submit a new affidavit indicating such tContractois that check this box wrist attached an additional'sheet showing the name of the sub-contractors end their workers'comp.policy information. am art enapleryer that is providing warkers'conspensation imeur ance for•my employees. Belau,is the policy and job s€te. Lr'Z�OFF?€CfiiOF3. ; Insurance Company Name: ` `� • C'0 Policy#or Self-ins.Lic.#:_P"aJ4 073� 0 LZ-_ _ Expiration Date:: lob Site,Address:�"/0 All laLo City/St;atdzip: (Wwl 08_d Attach a copy of the workers' compensation policy declaration gage(shovAngthe policy number and expiration date). Failuie to secure coverage as requ fired under Section 25A of MGL c. 152 can lead to the irnposition•of.erimival penalties of a fine up to$1,500.00 and/or one-year inprisonn ent; as well as civil penalties in the foam of a STOP WORK ORDER and a fine of up to$250.06 a day.against the violator. Re advised that-a copy of this statement maybe forRTarded to the,Office of Investigations.of the DIA for iusirrance coverage verification. .I'do hereby certify under the pains andperralttes ofpeiYuiy that the inf- o rnation ppr oidded above is true&nd cor'r eC4 Suture: Date: Phori e . v C� Official use only. Do not.Tvr ke in this area,to be cornpleted by city or foivn off cirJ City or To%m: Permit/License 4 Issuing Authority (circle erne): 1.Board of Health 2.Building Department 3. CityrfocN- Clerk 4,Electrical Inq)e for 5.Plumbina,Imp ectar 6. Other can'tact Person: Phone#: Subcontractor's Insurance 2012 4 , GL P®Eecy 4 LFPo9ocy �VIG P 6ecy .14 Po9ecp� ' S�sbGmrEtraetor �. .. ;��� �q�� E��ect��eD�te�ExperalQoc�� Effectewe,Date��Exporata� 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 1 508471-2900 07/01/05 07/01/13 08/16/65 11/13/15 Cape Concrete Forms 508-922-1910 06/05/07 69/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 07/01/15 Chaves,Robert I 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 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 61/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/01/15 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 06/01/15 Kitchen Appliance Mart 508-771-2221 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 16/12/08 11/13/15 Wood Floor Specialists 508-888-3958 : 02/03/08 1 02/03/13 02/03/08 12/01/15 1 9�q Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor41, .; License: CS-005645 Y: ri rs ,c, BRIAN T DACEY gp- - y PO BOX95 CENTER VII.LE R'IA 02632. Expiration Commissioner 04/19/2016 777, ,t= z k i . Registry ID Home Energy Rating Certificate Rating Number Certified Energy Rater Chris Mazzola - - 140 Pheasant Hill Circle Lot14 - Rating Date 05/27/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders ` 1 1mated Annual Energy Cost o Use MMBtu Percent 5 Stars Plus Projected Rating.: Heating 47.7 11% HERS Index: 65 Cooling 3.3 15% Hot Water 9.4 1% Projected Rating: Based on Plans - Field Confirmation. Required. Lights/Appliances 15.2 70% Photovoltaics -0.0 -0% ;Generall_nformatio_n q• Type CTMF Conditioned-Area 1578 s ft. House T e . Sing le-family detached Service Charges 3% Conditioned Volume 19269 cubic ft. Foundation Unconditioned basement Total 75.6 . 100% - Bedrooms 2 This home meets or exceeds the minimum criteria for the following: Mechanical Systems Features. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International.Energy Conservation:Code Water Heating:, Instant water heater, Natural gas, 0.94 EF,.0.0 Gal. Cooling:. Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 60.00 CFM25. Ventilation System Exhaust Only:38 cfm,6.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell'Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-38.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 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 508-833-3100 Percent Interior Lighting 100.00 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 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. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.1.1A)' THE SURFSIDER MODEL, COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust).... .:........::.............................................. ............. ......... ...................110 mph Q Wind Exposure Category................. 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories <_2 stories Q RoofPitch ......................................................................::..(Fig 2) ...................:...... 12:5............. 12:12............................. .........................._ Q Mean Roof Height ........ ..................... ...................(Fig 2).... ..... .................. .:.....16 ft <_33' Q Building Width,W...............................................................(Fig.3).............................:....I:............... 39 ft <_80' . Q Building Length, L .............. ........ ::...........................:(Fig 3).............................. .................69 ft <_80' Q Building Aspect Ratio(L/W) .............................. ......:.........(Fig 4).. . ................................... .........2.0 < 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 FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ......... .................. ........(Table 4)................................................... 32 in. Q Bolt Spacing from end/joint of plate ..........................:.(Fig 5):... ......... ........ .......1.2 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'/<" Q 3.1 FLOORS Floor framing member spans checked ........ ....... ........(per 780 CMR Chapter 55)..................................... Q Maximum Floor Opening Dimension ................................. (Fig 6 ..................... .,.:.. ....................9 ft 5 1.2' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................... ................. N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..........................,..........................._ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................._ft <_d N/A Floor Bracing at Endwalls............................ .........:.........(Fig 9)..:. :........................... Q Floor Sheathing Type ....................................... :..:.........(per 780 CMR Chapter: .. . 55) Q Floor Sheathing Thickness .............. ......... ..................(per 780 CMR Chapter 55)..........: ............314 in. Q Floor Sheathing Fastening........................... ...:...:..........(Table 2) 8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls. .............................. .................(Fig 10 and Table 5)..................... ... ....8 ft <_ 10' Q Non-Loadbearing walls ... ... ...................... .........(Fig 10 and Table 5)..............................18 ft 3 20' : Q Wall Stud Spacing ...................::...................................(Fig 10 and Table 5).....................24 in. <-24 o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...:........................................—ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so eMR 53101.2a.1)' 4.2 EXTERIOR WALLS' 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 i3racing' 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 O in. <_ 11' Q ........................................... Sill Plate Spans ..... Table 9 :5. 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)............ ......-.............9 ft 0 in. s 12' Q Sill Plate Spans.......................::..................................(Table 9)................................. ft ft in.:<_ 12" . N/A Full Height Studs(no. of studs)............. .:.................(Table 9) .......................... .......: .::.................3 Q: Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening2 6'-8"<_.6'8 Q Sheathing Type.......... ...... . -..;....,.;.........(note 4).: ......... . ......,...WSP Q Edge Nail Spacing.................. ..........(Table 10 or note 4 if less)............ 3 in. Q Field Nail Spacing:::... ...................... .....::..(Table 10)........... 12 in. Q Shear.Connection (no. of 16d common nails)(Table 10)....................................a ....................4 Q Percent Full-Height Sheathing .................(Table 10).......................................................38% 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„ Sheathing Type ......... ......... ...................(note 4).. ......... ...............................WSP Q ...... Edge Nail Spacing..... ....... ................... :. .(Table 11 or note 4 if less] 3 in. Q. Field Nail Spacing.................. .,.........(Table 11) ...12 in. Q Shear Connection(no. of 16d common nails)(Table 11) .::................................ ...................4 Q Percent Full-Height Sheathing .1.1% 9 9............. .....:.,(Table 11)........... ...,..... ..:......................: Q 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed?............................ . [� AWC Guide to Wood Construction in High W<ndAreas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 5.1 ROOFS I - 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 Raft r Connections at Loadbearing Walls Pro rietary Connectors Uplift ....... ...................(Table12)...................::..........................U=236.plf Q Lateral ...... ..................... ..........(Table 12)........... ........... ..................L=176 plf Q Shear........... ....:.:...:.. .,:..............(Table 12) .. ...S=77 plf Q P page ( ) plf N/A Ridge Strap Connections, if collar ties'not used per a e 21..: Table 13 ........................ .T= 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) U lb. N/A Lateral(no. of 16d common nails)...(Table 14).......................................L— Ib. N/A Roof Sheathing Type.... ..:::... ............................(per 780 CMR Chapters 58 and 59) ..........;. Q - Roof Sheathing Thickness.................... ......... ................5/8 in.:2:7/16"WSP Q Roof SheathingFastening g........ .:..............(Table 2) 8d Q THE SURFSIDER MODEL COTUIT MEADOWS.MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE. THE NOTE BELOW 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.l0 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. 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 WrndAreas: 110 mph Wind Zone - Massachusetts Checklist for Compliance (7so CMR 5301.2*.1.1)t -W9iEN THIS EDGE RESTS ON RRAMING U SESd NAtS - AT6'6.c. 11 11 1 I I 0 11 V 1 Ir m 11 ii.a 1 11 Q ii 11m Ej IC IA 11 Ir f I Q X 1.1 -. 11 W ILIr Iota NAIL,SPACk40UOL.E EDGE ---- Ma PAN EL 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 (7so cMR 5301.2.1.1)' a 1 r . z m" i dL B na I L FRAMING MEMBERS, i i 1 EDGE RnU MEMATE: -- -} _ - STAGGERED. 3"MIN. :. . 1WL PATTERN PANEL PANV EDGE DOUBLE NAIL EDGE SPACING DETAIL _ _ _ Detail Vertical and Horizontal Nailing for Panel Attachment i V w F ML RAYIE TRIMMERS ♦ % n FO - -. FOR£i1C1'I.ITE FRONT ELEVATION SCALE: I/4' I'-O" FANS Iu FOR rTE W u U { J3 Er. =Q p B Vy j QQ~ W � J IQ L-__J L-__J }$-O R REAR ELEVATION s OK-�OETECTCAS REVIEVYED. SCALE: I/4" I'-0- 6�10/r SHEET B E BUILDIN DEPT DATE Al FIRE DEPARTMENT DATE J05' '� DRAWN BTt KW BOTH SIGNATURES ARE REQUIRED FOR PERMITTING DATE, 6/16/IS J V **� w W � Ob � w L---J NN RIGHT ELEVATION` / SCALE: 1/4' 1'-0' DrTTI mi n ep w Z Ir wu IU Nj3 z ��Q O OzF Q QF ® w w(L�U 43 LEFT ELEVATION A2 SCALE: 1/4' JpB: 15p6 DRAWN B7, KW DATE. b/IB/IS 9'-7• B'-4° 4'-0' -8'-O' -B'-0' S.-D. Io'-0' • 7RAN9 T 17 32—x 21 7/6' (3)Tw2 -6/1 32 VD•%64 7/6• �!I DECK SUNROOM - - neK E PS cll R 16'-O' t (3)TW2652-64p . s n W P x 62 7/D' 32 LID'X 64 7/6' - � - F� 1E1 (3)11 7/6•LVL NCR sI ~LtU 2APKT Decor:-s f, - >y.l-c- ® f J W CARPET 2J 17-&CAlURAL I - I ��a6 I 11'-0'CAIUm MA 5 s OO c I lcn.larT BEDR�#3- v CARP -- --- -- ' G4RPET _ g Q 22'-4' Fl.AT. II 14'4 CA7NFDRAL 05 � !2)n 7/B•LVL <a II DINING ® TI �,�\il 3o w•x co 7 GONmn RDOE - 'j REP °� ®II z� zf' Tw 10 O p U •_' r 2A 142'Cgl;l SIN ----T ,6,$T� 12 ® 2� 2EP IAn 2)14•LVL m 1� u LVL RIC4E 1 r m w x 4.4 ®; ® 28 OR PANTRY v Q 1:11I_ I PARALAn 2A 21 RATID _ m �Ilu,-0'u7N®R,gLll ar_ 11• 90VD'x 6D nlll LIVING II 7w 1 q'-10• PIII u1c �I II C - 34 W x Dz V2' 2a 2� 0� ®III ❑ C 2"s y Lrte III US III III c W ` w Ili _ 'III j Z K W V AN 451 9 9 VY LALLT GOLUnN. 9 V2'LOUT cow ` III 63�3/6•x m' III W N - * .III III o tnJ3 9 VV LV_L!! W TW 2010 • ENTIU C� - Q -1 60 VW x 45 7/6• CONTRAC ON JOINT 57 ABOVE H S'-2 E 1 Z Lill: Z . 40 GAFAGEd e e �a d SLAB _ (2)WO ? ? �-N�- PIToI DOOR ul V-2' O 7�d&'OJJ.DOOR ------TST11 7/D LVL HDR CONCRETE APRON SEE DETAIL E7 2'-0' 16'-0' 12--l",2'-7' IS'-5' 9'-O° 4'-3' 6'-6' 4'-3' 20'-0' 24'-2' JOB. 1506 DRAWN B7 IC1 ' DATE. 6/IB/IS / 30-10° 16'-0° 16'-2° 10-0 �-_------------- - r'. GFMT j 6r V.n Pvs r ANa o zi j j I P • -' 12-'SONO TUBE'PIER I 25-51Q FCOr FOanW-TTP 3 � iDECK-a I u I 'I I I7h C - I ------ ---y - I - I I J :I I L -- _r_ ---- w..° 14'-4 I/4° 1.;iI n ■ I I a UNFINISHED B'-4' FULL BASEMENT - I I bow L . S V-CONCRETE SLAB I IWf� . - i � � c na vAPOR RETARDER - I I 7'-4' 7'-4' 7'-4' T-fY - T-2' 6'-11' 6'-11' 6'-3'' S'-5' T-0' I I - IS �, I W 04 ---- --- --- --- - OMM ------—————— M _ R E_ 3-Zxl2G 3 - * - -------- — �DA STa FUTE r — -1 TrP. BATH DROP 10'B DOOR 0 - P. FOT ,. tu II -n cc W JI6xt0'CONT O . I uP U U 7 18'-10- I 24'-0' I Z l r----------.------ o W U r 80.5E PLATE GARAGE BABE PLATE - I ! N J 3 I ;:I _ ___________________ 4•raNCREM8 W JO AUGNi+w�AL�s Q I I 1 = m NOTE. a Q J I I _ I' I 5'-2- D ° 5/B°ANCHOR BOLTS (-N I I = I TaP oP FauNDAnON EMBEDDED 7' = Q Q SPACED 32'O.C. W ;•i 8°x3'-9°CONCRETE WALL I I 12'FROM CORNERS I 16°x10'CONT. FOOTING' I WASHERS 3NVA/4' _Q-U I DROP 10'®DOOR I'.`. FOUNDATION PLAN EET SCALE: 1/4' -1'-0" A w 201-0' 24'-2° i6'-0' �•�1■ 69'-0' JOB: 1506 DRAWN BT: KW DATE: 6/I6/15 _ BIOGpNG 4'-0.O.G . - ON FIRST TWD RAFTER - - BAYS FROM GA9LE - ' IGID WIND WASH BARRIER RmUIRm �. OWN 0. NMI T EXTERIOTL EDGE OF EXTERIOR WALL RAISE CEILING JOITB TO ALLOW L-i DJOR A AT TOP OF - STAIRS ` RIDGE wNT - (2)W LVL STRUCTURAL RIDGE BOARD I■I■ . S/e•CDR FLY.SHEATHING .04 a/a, , *_* ■ ASPHALT SHINGLES R35 INSULATION - W •- 'k. D BUILD-aJER ^ p Q I 4� B VALLET'� - O �v ` aLIO.OORlffR RAFTERS —a - ale.Y'c .c.flilliff 9O2 - •FOATING DORMER' AN BI 9 M 53 9/e'%21• 3'-0• I C-w LIVING CEILINGS, DININ �- �,A- M6�INTAIN AIRr-D.MASTERSUITECONT.VISITING DRIP EDGE 1 II'-0•BmROOT9 URA o STORAGIa FASCIA j IDGTE OVER KITCHEN .. W SECOND TTEfFR ALUMINLRI GUTTERS AND DOWN SPOUTS a1B s 1 IG O.G 1'FRIEZE BOARD AND MOULDINGS RI d Gf3 STRAPPING) HURRICANE CLIP• I J J .1/2•GYP.BOARD FASTSdRS AT ALL RAFTER/TOP PLATE JUNCTIONS TYP. I 9ti 2%12 STRINGac3l J ," _ . 2 fi EXT.STUDS•24 O.C. I CIS KITCHEN SUNROO RZI F.G.INSULATION I a PLYWOOD SNEATNING m CEDAR WRAP(OR EIAIAL) I CEDAR'QAPBO4RD5 IN FRONT I - W.C.SHINGLES SIDE 4 REAR I CJ J 3/*C50 SUBFI R90 F®ERGLh59 INSUL. '- P.T.2 SILL♦SILL SEAL ANCHOR AT BP O.C. and.0%V.C. S-a GR'f S-2%12 GIRT I 6R STAIRS B w STEEL COLUMNS I W E-2XI2 STRINGERS I W J T u ' HASHAS �TLrI--��T c - W Qr V I 13•_4. � 0 N e'%7'-9'CONC.WALLS I/R'CONCRETE STAB - to-�3 DAMP PROOF BELOW GRADE O _ O Z F W zB-o• La-D° H N F N Q Q j � GROSS SECTION �i� SCALE•V,•-1'-e• Lu O'o v - `E J06 I506 DRAWN BYE KW DATE, -6/IB/15 ' N EKTEND HDR TO CORN - y6 DBL TOP PLATE - - RAFTER O Ib'O.G. toN FULL HGT.STUDS `," Q JACK STUD _= 4 .W.^^ NAIL TOP PLATE —---- `�� - ~y W To BTn OF HDR APPLY SIMPSON nSTA10 CONNECTOR H7.0®EA.RAFTER W W/2 ROWS OF 15d NAGS •.ciy ON THE INSIDE FACE OF HEADER •3'O.c. TO EACH JACK STUD STRUCTURAL PANEL - HEADER TOP PLATE II�vII ' NAILED Sd C-01'9'10N CONTINUOUS HEADER I •3'O.C.EDGE AND FIELD - CORNER TO CORNER - OVER MULTIPLE OPENINGS ' r"+ W O 0—DOOR TRIMMER STUDS O RAFTER TO PLATE CONNECTION V IL W-5/5'ANCHOR BOLTS /V.'PLATE WASHERS O EACH NARROW WALL_SECTION I �yMJ Y 17 41 SHEAR WALL COMPLIANCE, RaN 4 17 H. 34Z OF EACH WALL RUN Ilrro SOT IP LATES W VERTICAL SHEATHING WITH -DEL TOP PLATE ^ N I� ad NAILS 3'EDGE/I2'FIELD - O (A n 4 (4)16d NAILS PER FT BOTTOM PLATE 1 L- I3L OF EACH WALL RUN- 0 VERTICAL SHEATHING WITH m ad NAILS 3'EDGE/12'FIELD (4)I6d NAILS PER FT BOTTOM PLATE ii°A /['�' VERTICAL 4 O STRUCTURAL PANEL NAILED W COMMON C 3'O.C.EDGE ONARROW WALL BRACING AT GARAGE DOOR AND 1Y IN FIELD a Mm I 1 SCA E:N.T.S. m a VERTICAL - STRUCTURAL PANELS ' R NNAILIN BREAK ON SECOND FLOOR I o B NTO OTH PLATES RIM XJI5T J 3.6 DBL TOP W Q W Q Z� W W u Q VERTICAL VERTICAL RIECONDS LOOR 0 N 5TRUCTURAL PANEL TRUCTURAL PANEL N J 3 1 NAILED W COMMON _ - _ NAILED U COMMON LLI O 3'O.C.EDGE C B.O.C.EDGE =Q 4Np WIN FIELD �.� AND I]'IN FIELD STNTO GEo�--IL SILL IMOBf30%/WIDI SILL =O u 3: , EET OFULL HEIGHT SHEATHING -SINGLE FLOOR ®FULL HEIGHT SHEATHING -MULTI FLOOR SCALE N.T.S. SCALE:N.T.S. JOSS I506 DRAWN B7. KW DATE, b/IB/15 s= �1 LL 'I S Coiluiu,o �,ve all I:z of 1vlassachusLf s Sheet Me al'P�.'rlllli Dale: b o Nj � errl t 62 df 5 P26 Fc-I-PRESS PERM Estimated job Cos : S 16,Db� P rl�iit Fee: S gs,oo SUN 16 ZOi5 Plans Submitted: YES ��0 �F �ARNJ°� h L e„-ed YES \G ✓ Busillzs.s Lis-ense , 1L0 0 :A licul�Licensz- Business Information: Proper-t - Oti I1er I job Looazion Lniormatior:: almme: Name: STr�et: ) �41 l �1 I�G Street: �he �t I G rU Cit /-!o vn: W Cl�(L1 ��Glll� Cit"i7olv�: T�=IepDhone: 5DR- cu - ` i 10o Telephone: in 16 - Piloto i.�.required/Copy-of Photo I.D. dqL dhed: Y-S vl N-C • Scat:Liam J-1 ;1i-l-unie icted 1_iceilsc _ . J-� %!}• -r1l��Gt1 LU Cl r ll! � j less a:1d. to..Li � �'l�� 1� ir!k� /finn 7- ]' CC / _:S';$ -SIOS-- or vrv-a! i l0 l;Cl'�1 sq. pr Gj'Or ie__ R'-Siden tial: j-? fazn ilk% ✓ 11II L7-1d=Li i ." Con Commercial: (DILL ce P,eL a Tndlusrral Educational LmciiP?tip ial Other Square Footage: ur_der 10;000 .sci ver 10.,000 sq. Ift. NumbIr or"Stories: ' J CT - J .eei 3IleLal ii"rr�i#v be �� i718TAd: ~Ic r�iY Or=: �r1vY'2tip_r_ '-R Zt r7 'r-AC ivi e al 7/ L,--- d_�O011i c I1ii.GiSer M• e1SL SZ sL m � ter. 'le ai 1 4S—m -/ti'en-L7 it iBalaucirz. Pro-vide detailed description o .-Yoe to be done:; 3 i � IN'SURANCE- 00VE?6,GE: - rr nt liabilih insurance policy'or its eGuivalsntwhich meets ine men_s of�4.G.L. Ch.112 Yes require l-X\ No have a cu e i Is you have checked Yes, indicate the type Of COvefaOe byCfieCkInQ tilt appropriate b0: e 0`.`+': I a suraRc� policy Other type of indemnity I i Bond L I A li bility in Chapter 112 or the O�Vi ER'S It�15U?A Cc1�':`1V R: I am aware that the licensee does not the insurance co verag pe required by P`� NIaSsachusetts General Laws, and that my signature on th15 pe,T:llt aDpllCatlOn waives this feGl11 r2 rr1e nt. Check One Only Owner r Agent i i • I Slanflitlre 0r Ov.(n r Or 0'"in S;9eF"i =-d for entered`regarding this applicat!on are true and I hava subrnjc_ / 3y checlino this be J: !hereby ce:�i;y fiat all of the details and inormaticr.`^_l I.,or and ins_„�u�ns pe,�cn;,ed under the pe:�,1.'issued for:his application will be accurat to.the best o.my!::no�.vleege and that a!I sieat mew n Code znd Ciilaptar 112 of the General Laws. i;compliance v;iti a!!pe,tir,ent provision c The ivi_ssaciuses pail ing toinstallation: YES O JLrt I s ecion re u!, ,d pnorto iRSGla � T�I-uc cc T T��Lt10u� 1 Date Co — — ci iiial hs-Pecti0 License'. l ' Typ= of Li f ❑ it Sim- i i.fe I I i`il=�i�r- �StriCi d i v I � I iCit i1I own I.i !OUrrii :D r30^ I SiC;iB:UI c Gi L iC�i i r/! i✓c...,ii= I I joljmI%" rsOn-��S rlOiou LiC 5 f�umib e l/• I v i l j 1 Inspector Signature of Permit Approval I ' Fold Then Detach Along All Perforations C`OMMONWALTHOgF N(ASACF �ISETT �s� e e ® • ® ® sr�s: OF.. s x � I—S"H E E T� META IWORKERS-' �S�SUES'"THE�FOLL'�OWEq'NGL�I�CEN�SEk' t``s 3g{t , [e ,'uC� in k�kky��lY,#,�s'- � .uvntirrgyah� ka � ,$ �g�y�"�ArJ�3EA BUS J g f j ,wa. ka ` rx s x d z Vl ar < c ER'�C `T WHIILEYgbs Imo. , 4r 15 , , h,¢ W VERNOCV WH1TEUEY PLBG' k,0 HIT j, N�k` 28"VI'LLAGE ,LAND VNU 'S �' `fti t� *v Wri P,gBOx >t266� � � h . :. y c":C.OMNiONWEAurWORMASSACHUSETTS BOARD OFIsm SHEET 'METAL WORKERS ��`l;SSUES THE FOLLOWI�lG EKC�ENSE �' : , ,: s AS A MASTfP Uy'12FSTRI'CTEO 1 c A ER?!C TF{WH�fTELEY � � ,��' y . •� t ? N 'U 4,°E�I CH'ATHAr�i' NA .02669 02Z8. ; �1� � y2967 02/28/]6 = t8og�z� LICENS- E.— 50199�11 ::.. uTo _3S e i811 ETA MAI _ W C4ATM hiA 02go9 r - �r 5 DO 01.03•e01,rt:v 97.1>?909 ( �o VIE RegulatorvServicas ThDrnas.l+. Geilcr,Director, Tom ferry,73tildin�(:ommisAoi,er, 200 Main Sfxcct .Il:r�Il L.R,1\1A.02601 ��si•F7.t��v n.b arastabf e.n�a.�:; Office: 508=8624W a 1~a7-: SOS-790-62.30 Pa:Op er ty D-wt.e-r Mus t COMPIete and igl"T .-ifs Secti.oa If Usiag, A Builder t 7 U t � '� t 0 .er o_r tie sabier_t property I:Leze b an �e YiLo ����t� {, l�i�L�-re, ��•_� to a:ct onLa aIl=r Utr=ls rela�Ne to W-D.Lk aut ors-rA by tE�- 6 Tdin�,e=t application for: _-4 hL irt�y�SS �'i J•Ob` 5 =ui ox Caner Date Prurt If is appI}ring far p eEM_it pfcasc corapk"te the Horne ownc s License EX.'--Mpp.on Fo:n on •thp z-r vet's-c side. �:�or�s:ovrri_.xrrr�rssi�l� • I_ '\ The Commonwealth of Massachusetts. Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 ,M www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. _Applicant Information , \ Please Print Legibly Name (Business/Organization/Individual):,•._U�Q� no.1� \�,�Qy Address: Phone#:(S_b'�) 9`1 S—\k0-0 Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with b 3 employees full and/or art-time �l ( part-time). 7. R New construction I am a sole proprietor or partnership and have no employees working for me in �❑ 8. F-1 Remodeling any capacity.[No workers'comp.insurance required.] 3.a I 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❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I LM Electrical repairs or additions proprietors with no employees. 12.[:]Plumbing repairs or additions 5.❑I am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. I []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.Q Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. r 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 the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#:q�' T� a L�M _ "I Expiration Date: i�) 1. 1 I Job Site Address: 1�,,\\ —ocs,�1- b cu i r� City/State/Zip: ns le 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 be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert�i�'y�e�s�der the pains and peenalties otp jury that the information provided above is true and correct. Si nature: �`--r �-� �`' Ail Date: Phone#: 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#: �y 1, • ,• TE CERTIFICATE OF LIABILITY INSURANCE 09-24-2014 _ 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(les)must he 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 ac. o Ext: C E-PAAIL SOUTH DENNIS,MA 02660 INSURERS)AFFORDING COVERAGE NAICS 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 0: WEST CHATHAM,MA 02669 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER EV 51ON NU BER: 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. EXP ILSSR TYPE OF INSURANCE RSR y�yp POLIOYNUMBER (MMIDD N POLICY E/YYYY)7PERSONAL FF YLIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TC RENTEDPREMISES En occurrancoCLAI!0644ADE❑ OCCUR MED EXP(Any one person)&ADV INJURY $ • GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-Ca IPICP ACG S POLICY JECT LOC S AUTOMOBILE LIABILITY OMBIND SkNGLE LIMIT S a aca ant ANY AUTO BCDILY INJURY(Per person) S ALL SCHEDULED AUTOS OWNED AUTOS - BOODILY INJURY(Per accident) S HIRED AUTOS NON-OWNED PaOPERTY AMAGE S AUTOS S -- -- amden UMBRELLkL'IAS- 'OCCUfi-- -EACH-OCCURRENCE -S EXCESS UAB CLAIMS WAOE AGGREGATE S DED RETENTION WORKERS COMPENSATION XI WCSTATU-I OTH• i AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETORPARTNERIEXECUTP E.L.EACH ACCIDENT $500,000 OFFICERIMEMBEREXCLUOED? NIA 6S62UB 10.01-2014 10-01-2015 (Mandatory in NH) 9972L664 E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe undor DESCRIPTION OF OPERATIONS below DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS!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 I JOHN J.LUPIC.A.President 1988-2010 ACDRD CORPORATLON•All rights reserved. ACORD 25(2010105) The ACORD(Tame and logo are registered marks of ACORD WVERNON-01 DPEARSE DATE CERTIFICATE OF LIABILITY INSURANCE (h1MIDDIYYYY) 912612014 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 fit lieu of such endorsement(s). PRODUCER CONTACT NAME: Rogers&Gray Insurance Agency,Inc. PHONE MC,No:(877)816-2166 434 Rte 134 -(A&L'r-O,�tr-- South Dennis,MA 02660 ADDRESS: INSURERS AFFORDING COVERAGE NAIC If INSURERA:ARBELLA PROTECTION 41360 INSURED INSURER B: W.Vernon Whiteley Plumbing&Heating Co,Inc. INSURERC: Chatham Sheet Metal,Inc. INSURER D: P.0.Box 1266 West Chatham,MA 02669-1266 INSURER E: INSURER F: I 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 CONTRACTOR OTHER DOCUMENT W17H 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. L�INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP I POLICY NUMBER IMMIDDIYYYYI IMMIDDIYYY LIMITS A X COMMERCIALGENERALLIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE II OCCUR 8500052832 10/01/2014 10101/2015 pRE11SES EaocaRence $ 100,000 MED EXP(Any ore person) S 10,00 PERSONAL&ADVINJURY S 1,000,000 GE1d'LAGGRECATE LIMIT APPLIES PER: GENERAL AGGREGATE s 2,000,000 X E LCC i PRODUCT,-CQAPrO_PAGG S 2,000,000 iCTPOLICY I OTHER: COMBIVeSINGLELIMIT S AUTOMOBILE LIABILITY (EaaonU___ $ 1,000,000 A ANYAUTO 1020006346 10101/2014 1010112015 BODILY INJURY(Per person) S ALL OWNED X SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS NONfiWNED PROPERTY DAMAGE S X HIREOAUTOS X A,UTOS Peraccidenl Is X UMBRELLALIAB OCCUR [EACH OCCURRENCE $ 4,00A EXCESS uae HCLAIMS-MADE 4600052833 10/01/2014 10/01/2015GGREGATE $ 4,000,000 — DEo--X--RETENTIONS—AO,QOD Is WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER YIN ANY PROPRIETORIPARTNERIEXECUTIVE E.L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? - El NIA — �— (Mandatory lnNH) E.L.DISEASE-EA EMPLOYEE S Me describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONSI 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 96S62UB9972L66413 has been requested from ACE Insurance Company and vAll be Forwarded Directly by ACE "This Certificate Replaces any Prior Certificate Issued to the Holder for the Policy Period 10/1/2014 to 1011/2015 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 ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601-0000 � AUTHORIZED //R REPRESENTATIVE )P.IJ:GrI 41�lt . ©1938-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Home Energy Rating Certificate . Rati Registry ID RatingNumber 216749179 21312 Certified Energy Rater Andrew Popielarski 140 Pheasant Hill Circle Rating Date 10/22/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated'-Annural*Ener. Cost Use MMBtu Cost Percent 5 Stars Plus Heating 53.1 $770 38% Confirmed HERS Index: 65 Cooling 3.0 $177 9% Efficient Home Comparison: 35% Better Hot Water 10.8 $131 6% Lights/Appliances 18.6 $944 47% General Information _ Photovoltaics: -0.0 $-0 -0% Conditioned Area 1578 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 19269 cubic ft. Foundation Unconditioned basement Total 85.5 $2022 100% Bedrooms 3 _ Criteria _ Mechanical Systems Features _ "' meexceeds mum i or the f wi g This home meets or the mini criteria f olio 'n 2009 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas,0.97 EF, 0.0 Gal. 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 52.00 CFM25. Ventilation System Exhaust Only: 78 cfm, 23.0 watts. Programmable Thermostat Heat=No; Cool=No Bulldin'g'ShelLF,eatures, Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-37.6 Window Type U-Value: 0.300, SHGC: 0.250 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 904 Clg: 904 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Sagamore Beach, Ma. Lights and Appliance. Features 888 503 2233 Hcme ene gy Rate 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) 596.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 70.40 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. HOME PERFORMANCE "EQ Index Energy ENERGY 150 WITH MASS NEW Existing 130 RAT I N G Homes 120 HOMES REBATE Standard110 C E RT I F I C AT E New Home II so. so 70: This Home i 8 so 65 50 .. i 40' 1 30: Home Energy Haters uc .. 20' - - Zero-Energy 10 Home 0 Less'Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption z000 . _. _ _ L so.o 60.0 1000 ` - - f=3 m 40.0 500 �: aim 13, n 20.0 c c a on anon a u y (+ G Cd y s l0 y^ro o b Q fz ro o ro v o v o v o v ,t1 0 _ _ = ' tv = u _ Y 'o a; on o u v won o a ) _' a Address 140 Pheasant Hill Circle Annual Estimates* Certified HERS Rating Company Cotuit, MA 02635 Electric(kWh): 6232 Energy Raters of Mass House Type Single-family detached Natural gas(CCF): 643 180 State Road Suite 2 upper Cond. Area 1578 sq. ft. CO2 emissions(Tons): 7 Certified Rater Andrew Popielarski Rating No. 21312 Annual Savings**: $1572 Rater ID 5363711 Issue Date October 22, 2015 Registry ID 916749179 Certification Verified " Based on standard operating conditions Rating Date 10/22/2015 ** Based on a HERS 130 Index Home Signature REM/Rate- Residential Energy Analysis and Rating Software v1.4.5.1 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 140 Pheasant Hill Circle 888-503-2233 10/22/2015 Cotuit, MA 02635 Andrew Popielarski Rating No:21312 RaterID:5363711 Weather:Barnstable,MA Builder Pheasant Hill Circle 40 Lot 14 Bayside Builders Pheasant Hill Circle 140 Lot 14 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.17 0.13 ACH @ 50 Pascals 2.81 2.81 CFM @ 25 Pascals 576 576 CFM @ 50 Pascals 904 904 Eff. Leakage Area (sq.in) 49.6 49.6 Specific Leakage Area 0.00022 0.00022 ELA/100 sf shell (sq.in) 0.79 0.79 Duct Leakage Leakage to Outside Units 1st duct CFM @ 25 Pascals 52 CFM25 /CFMfan 0.0329 CFM25 / CFA 0.0330 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 82 Eff. Leakage Area (sq.in) 4.48 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0330 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 78 Hours/Day 24.0 Fan Watts 23.0 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 46 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 92 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. 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. TempParcelEdit Page 1 of 1 om w Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 :002 014 11 Street Number: 140 Unit: Dev Lot LOT 14 ................_. . Road Name: PHEASANT HILL CIRCLE T/R: ( 1 Sec. Road: ^► T/R Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: lJpdat� Delete AddAnother http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 �136�15 Foundation Certification in Barnstable, MA Prepared For : 140 N Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-014 Baxter Nye Engineering & Surveying Zone X (unshaded) ®.FIRM Community Panel Number 0250001 0539 J y g g y g 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 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, .MA 02601 Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1" = 20' 06-22-2015 Job Number. 2005-214 I � I I � I I M I I 00 o I 31 Z N/F FULLERTON ,,ti'►$ I N DEED BK. 28899 PG. 160 1 �l PARCEL 002-002-015 91n I W I o � N \voo I I Vol,L•0 N _ _ ._. . Q- o 0 �T.O. .=73.7 � .00 O �p �'fi `. \7 ON LOT N 7- 10,299f S.F. \ ��Q 0.24f \ s:\ U ACRES �' 26 \ y�,A 2 \ <4 \ `'�N , 10 . N/F SROCZYNSKI \ \ DEED BK. 28950 PG. 46 \2 �+ PARCEL 002-002-013 \ \ r \ cz \ r \ \ \ 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 �NOFkq BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A o�� SHANEc�'N SPECIAL FLOOD HAZARD AREA. g M. THIS P N IS NOT TO BE RECORDW IT, TO BE USED TO ESTABLISH PROPERTY LINES. N A�687 "' SURV REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE �� � rM' GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 t - 2. SETBACKS. FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL FLOODING. j 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL 00 � ' CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE a WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Z 72.1 �\�`� HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." 71.5 �6 v SITE DOES NOT CONTAIN A CER71F1ED VERNAL POOL PER NHESP MAP VERNAL POOLS.n SITE IS NOT TWITH N A PRIORITY HABITOBER 1, 2006 AT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES Q ; �2 / , ' UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, r LOT 15 1 / �' REGULATIONS (321 CMR10) / /'� SITE IS WITHIN A STATE APPROVED ZONE If GROUND WATER RECHARGE PROTECTION AREA rn q ' cc rr , � p 73.0 x 73.0 73.0 CONSTRUCTION NOTES: ,/� i �' /� 73.0 & r x 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE \C CO S' ( pz! 710 o 73.0 SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 66.47 69.0 26 p�, \ c� 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. \ r ♦a � \ 6 p ,� 290 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM o9g, �\ '6� 73.0 THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, o '` 72.95 x 2.a DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. EtOR �►1�' �6 72.95 ; P 3. SEWER BUILDING CONNECTIONS: 72. o - MN. COVER SHALL BE 3 FT. INIV.- '°yc� 173.0 , 7&0 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 60.59 AS REQUIRED BY BARNSTABLE DPW. VEGETA'E,D 12" DEEP - ` �86 I.� =�• LOT' i 4 c 730 ,' - MINIMUM SEWER SERVICE CONNECTION SLOPE SHILL BE 2.IX 68.0 60 O RAIN 9ARDEN (125 5 \ 40 ' u► �� C.F. STORAGE) 1r\ �� S tF-R o;10 299* S.F. a TOP=70.0/ r ,- M " WP GE O 24f C BOTTOM-69.0 ,� aCLEM vs •n OU 7 ACRE; r- PRgVIDE (1) 8 DIA. x 6 DE;P ` �A LEACHING BASIN W/ 1' STONE cA Z� 73. ��P�C vim'"N� ,I✓ " SURROUNDING (OR ALTERNATE RB �\ �' S EQUIVALENT VOLUME OF ?'89 "� 7 �a Cotuit Meadows Subdivision r, CONNECT ALL ROOF/ #24 DOWNSPOUTS TO LEACHING INV TIN-59 23 ts', \ �� 72 71.0 a �0' �PGK uN Cotuit■BarnStab!@, Massachusetts � BASIN �� o� N x LOT 13 _ INV.- 72 PREPARED FOR 59.33 '� COTUIT EQUITABLE HOUSING LLC ,�j `'j0 • - P. 0. Box 95 1 " DEEP x N 72 \ Centerville, MA OM2 RAIN GARDE"/(125 \ r, C.F. STORA ) ` Trii.E eoTra��%.o LOT 84 Site Plan Lot 14 . 140 Pheasant Hill Circle r r ' r r BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors �. 78 North Strcet,3rd Floor,Hyannis,MA 02601 ���N OF"'''sic Phone-(508)771-7502 Fax-(508)771-7622 �o MA WHEW EDDY N CIVIL 20 0 20 40 °•431834 SCALE IN FEET ZONAL SCALE: 1" = 20' D : 05 7-15 REV. DATE. REMARKS LOT 14 DRAWN NLWW N a 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214