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0164 PHEASANT HILL CIRCLE
/6� � �ir Ca.,� t �� � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Vo I Otrf 1$, OF l�l'i['�i�j V� 1-71 rMap Parcel IY V y T+ ��-E Application # Health Division ;,;� �: )_ Date Issued; Conservation Division Application Fee Planning Dept. _ _ Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address _&41 Pam, Village Owner I' U44a ., A 'ram Address l!� P l 14�► Telephone wif , C.P717 Permit Request kfnftA c6a1A-i6&X M j ' t Square feet: 1 st floor: existing7improposed 2nd floor: existing _proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation `7 Construction Type_ Lot.Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family U__�Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes d l�o On Old King's Highway: ❑Yes alVr Basement Type: © Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) D Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2 new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: CJIGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes d No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑/existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 0 existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION T (BUILDER OR HOMEOWNER) Name Telephone Number _7? 917-'1 Address (an License # a 'ix" CwQoa Home Improvement Contractor# Email L/ Worker's Compensation # XIW6 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE G� C DATE a ` FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED 7 MAP/ PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: i FOUNDATION FRAME m INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL z PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING f i`tij,4 C r r DATE CLOSED OUT ASSOCIATION PLAN NO. nLl Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Mgssac�usetts 02116 Home Improveme ntractor Registration (, Type: Supplement Card LUX RENOVATIONS, LLC. l v W Registration: f r Expiration:iration: 02/04/02/04/2019 60 Shawmut Rd Canton, MA 02021 �V,N _ �K Update %ddres's and return card.'Mark reason for change. SCA1 C 20M-05/1t El �T+3rvs..�.;>KenevraE G =mployeni G?ve,t:afCs Cam//ze (Dommaiuueu�d�G>/vGUQacce,�u�ael2b Office of ConsumerAffairs&Business Regulation 5i HOME,IMPROVEMENT CONTRACTOR. Registration valid for individual use only lj , TYPE:Supplement Card before the expiration date. If found return to: - ~gis Office of Consumer Affairs and Business Regulation �_ ##eGistration Expiration g y' 02/04/2019 10 Park Plaza=Suite 5170 Boston,MA 02116 LUX RENOVATIQL LLB, ; D/B/A Owens CQ %}gSmgnt Finishing Systems EDWARD ALLEY,` 60 Shawmut Rdr- Canton, MA 02021 Undersecretary Not valid Without signature - ----------------- - -----—= —.---- --- Massachusetts Department of Public Safety i 411 Board of Building Regulations and Standards License: CS-075131 Construction Supervisor. EDWARD T ALLEN 30 STORMY HILL - DEDHAM MA 02026 -Expiration: 1/6ommissioner 02/27/2019 ,,, The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia RVorkers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Le ibl Name (Business/Organization/Individual): Address: City/State/Zip:04,_,•` 4XgL 4 2( Phone"7-74 -4?6?7 Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with employees(full and/or part-time).* 7: lJ New construction 2.Q I am a sole proprietor or partnership and have no employees working for me in $, emodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.F�I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 ❑Building addition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will. ensure'that all contractors either have workers'compensation insurance or are sole I L❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ repairs' Roof These sub-contractors have employees and have workers'comp.insurance.: 6.a 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#I 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 the policy and job,site information. Insurance Company Name: Policy#or Self-ins.Lic.#: � �� � Expiration Date: Job Site Address: A0 7 A ,1 - �� City/State/Zip: U -3g— 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 certify under the pains acid penalties of perjury that-the information provid d abov is true and correct r Si nature: Date: II f Phone -7097 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#: ® Owens Corning Basement Finishing Systems • of New England Jackson,Kevin&Margie 164 Pheasant Hill Cir Contractor / Agent Authorization From cotuit,MA oi63s 774-313 16717 774-521-3049 I, I<,e%1 iVI T cX uS®1-1 authorize Owens Corning Basement Finishing Systems of Boston to sign the building permit application on my behalf,to perform the work at: Home Owners Signature: Date: Project Manager Signature: Date: 60 Shawmut Road • Canton, MA 02021 9 Phone: 781-821-0,060 • Fax: 781-821-8552 • www.ocboston.com CRL® DATE(MM/DD/YYYY) A CO CERTIFICATE OF LIABILITY INSURANCE . 6/1/2017 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 pollcy(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 NAMEACT Jane Logan Gordon Atlantic Insurance PHONE (781)659-2262 FAX A/C No);(781)659-4725 306 Washington Street ADD ESS:jape@gordonatlanticinsurance.com INSURERS AFFORDING COVERAGE NAIC# Norwell MA 02061 INSURER A.Liberty Mutual Agency 6201012 INSURED INSURER B.{IOm1AerCe ins. Co. 34754 Lux Renovations, LLC, DBA: Owens Corning of New INSURERC:Peerless Insurance Co. 24198 60 Shawmut Road INSURER D 1iberty Mutual Agency 6201012 INSURER E: Canton MA 02021 INSURER F: COVERAGES CERTIFICATE N U M BER:Mas ter JL 9/16/16 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE FISTED 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. POLICY F POLICY EXP I�TR TYPE OF INSURANCE S'WVD B OF POLICY NUMBER (Mmloonrym iMM100tyYYY), LIMITS X COMMERCiAL GENERAL LIABILrrY 1,000,000 EACH OCCURRENCE $ A CLAIMS-MADE 11 OCCUR PREMISES a Dn e $ 100,000 •CBP8512851 9/5/2016 9/5/2017 MED EXP(Any one person) $ 5,000 I PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY a PRO-- LOC PRODUCTS-COMP/OP AGG $ 2,O00,000 OTHER: $ AUTOMOBILE LIABILITY. - EOMBIINdEeD nt)SINGLE LIMIT $ 1,000,000 ]3 ANY AUTO BODILY INJURY(Per person) $ BI & PD CSL ALL OWNED SCHEDULED AUTOS X AUTOS LP7677 4/4/2017 4/4/2018 BODILY INJURY(Per accident) $ BI & PD CSL NON-OWNED Lp7677 d/4/2016 d/4/2017 PROPERTY DAMAGE $ BI & PD CSL HIRED AUTOS AUTOS Pe t $ X UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 11000,000 C EXCESS LIAR X CLAIMS-MADE AGGREGATE $ 1,000,000 RDED I X I RETENTION$ 10,000 CU8511953 9/5/2019 9/5/2017 $ WORKERS COMPENSATION - - - - - X I PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I IER ANY PROPRIETOR/PARTNER/EXECUTIVE � XWS57350449 5/24/2017 5/24/2018 E.L.EACH ACCIDENT $ 1,000,000 y OFFICERIMEMBER EXCLUDED? NIA D - (Mandatory In NH) XWS57350449 5/24/2016 5/24/2017 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under SCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DE DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Cert Holder included as Additional Insured to General Liability Coverage per Blanket Al form 22-133 and Umbrella as coverage is "follow form" where required by written contract. WC excludes Dan Bawabe & Paul Deguglielmo, both LLC Members CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE INSURED'S COPY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE- Jane Logan/LOGAN _~ Ci988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 on14n1i TOWN OF BARNSTABLE Jackson,Kevin&Margie N'1 OCT 17 PM 194 Pheasant Hill Cir CONTR Cotuit,MA 02635 ACT Customer Nam( Customer Signature — CONTRACT 774-313-6717 Contract Date— Sales Representative Signature - • 774-521-3049 24 �!�+ 1 ATTACHMENT Customer Phon'�-�� Contract Price `� a 1 2 3 4 b e ] 8 B 10 11 12 13 t4 ib 18 071]' 18 10xT:try 21 22 23 24 -.25 28 Tl 28 23 38 31 32 33 434 98 38 37 38 38 - 40 -41 42 4, dd 45 IB Q 40' 49 50 bf 62 53 84 88 58 57 50 59 60 — — 1_ 2 _. - - --- -- - ,. 3 — 4 b I b2 7 i _ — a6.4 9— 1 — — — - f to 12 71 u " 14 fl-4-t 15 1 17 to 7 20 21 - 22 -- 24 26 26 30 3a ' _ _. 3b ' —I I NOTES: -Each box equals one foot unless otherwise noted.This sketch is a good faith representation of the work to be done,it is understood that all dimensions derived from this sketch are approximate,and that all locations of outlets,light fixtures,plugs,jacks and/or switches are subject to change if necessary. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION UZ Map 002 Parcel 002• 0! pplic'on Health Division .I Date Issued 1 1-46- n L Conservation Division `✓l Application Fee U Planning Dept. Permit Fee s (02)(2), Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street ttiAddress I(e4l '� ���� ( !✓� Village Owner o V l 'Address 9 Jam. T� Telephone P- I O Permit Request T 2 'Square feet: 1 st floor: existing proposed 'ZI Ce 2nd floor: existing proposed j5MTotal new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size �'Yy Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes UNo On Old King's Highway: ❑Yes AkNo Basement Type: A Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) ld Number of Baths: Full: existing new Half: existing new _ Number of Bedrooms: existing aew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 91 Gas ❑ Oil ❑ Electric ❑Other Central Air: J4Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ ex i� ❑ new size_ -o Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ` t ` Zoning Board of Appeals Authorization ❑ Appeal # Recorded 0 Commercial ❑Yes ❑ No If yes, site plan review# �o Current Use ' "A Proposed Use . c< APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address 66Nk I License Home Improvement Contractor# Email Worker's Compensation # (X)170 Lo�, � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r4- I SIGNATURE r DATE 1 sl 9 FOR OFFICIAL USE ONLY F APPLICATION# DATE ISSUED i MAP/PARCELNO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION CO)� FRAME ?S I 1 INSULATION pig- '�- -o� •�' ;�� a FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL , y GAS: ROUGH FINAL FINAL BUILDING `t DATE CLOSED OUT ASSOCIATION PLAN NO. DepartTnerit ofIndustrial Accidents ` Office oflavestigadens b ' ' 600 Mashingtorz Street Bostall,MA 02111 v 6y s W74,1v.Tylass.a OvIdia Workers' Compeu sation Insurance AffldaN it: Butldirs/Coll_tr actors/EIeetzicians/P'Iumbers Applicant Information Please Print Le�ifrl� Name (Business/Organization/l dividual): Address: 1p, J. 1& City/State/Zip:C—COW`ill A-U- 6' - Phone#t. /)17( ,— a ow Are you an employer?Check the•apprapnlate bqx,- TITe of project(required): 1.❑ I am a employer with 4. [fI am a general contractor and I 6. (gNew construction . employees(full and/or part tithe).* have hired the sub-contractors listed on the attached sheet ❑Remodeling 2.El art a soli proprietor or partner- • ship and have no employees These sub-contractors have 8. ❑ Demolition worldng forme in any capacity. workers' comp.insurance. 9. ❑Building addition No vrorkers' comp.insurance 5. ❑ due are a corporation and its required,] officers have exercised their 10.❑Electdcalrepairs or additions I ElI airs a homeowner doing all work' right of exemption per MGL ME] Plumbing repairs or additions inys elf NO workers camp. c. 152, §1(4),and we have no 12:❑Roof repairs insurance required.] employees.-[No workers' 13.❑ Otber comp,insurance required.] *Any applicant that checks boi#1 must also fill outthe section below showing their workers'compensation policy information: t Homeoamers who.submit'tlus affidavit indicating they are doing all work and then hire outside wntractdrs must submit a new affidavit indicating such. tContractom that check this box must attached an additional'sheet showing the name of the sub-conttabtors and their workers'comp.policy information. I am art eFnplayer•that is providing workers'compensation hiseur once for rrty errtployees. Below is the.polky and job sire iFZfOT F7€aiiQF1. ; . Insurance Company Name: rE7 �`�"� • Co . Policy#or Self-ins.Lic #:_ 7� � - — Expiration Date: 1 to Job Site Address:J�0 Y9&5fgal— ]�11 l .�fr"r City/State/Zip: Attach a copy of the workers' compensation policy declaration gage(sh:oviing the policy nun2ber and expiration plate). 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 ilnprisournent; as well as civil penalties in the form of a STOP WORK ORDER and a iin.e of up to$250.00 a day.against ffie vioLtor. 36 advised that-a copy of this statemEnt 1my be forixTarded to-the Office of Investigations.of the DIA for insurance coverage verification. I do hereby certify under the paints and penalties of perjerry r/trot the inf.or inanou pr°o,i ded above is awe i-nd cor•r•ect_ iatole: i Date: Phone#: in Official use ortly. .Do trot ware in this area,to be completed by city or r6ww official City or Town: PermYJLicelrse 4 Issuing Authority (air ele one): 1..Board.of Health 2.Building Department 3. C ty/To�N-a Clerk 4.Electrical Inspector S.Plain-bing Inspeetur 6.Other Contact Person.: Phone#: 1 Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy -_ Sub Contractor Effective Date Expiration; Effective Date` Expiration` All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 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 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 07/01/15 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 508-394-8442 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 04/29/12 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 50&M-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 10/12/08 11/13/15 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 12/01/15 1 t 9UMassachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005645 IS BRUN T DACEY;` PO BOX 95 CENTERVII,LE MA 02632 Expiration J. Commissioner 04/19/2016 s 6; 3 Home Energy Rating Certificate Registry ID Rating Number Pheasant Hilt Model:, Certified Energy Rater. Bruce Torrey 164 Pheasant Hill Circle Rating Date 11/24/2014 Cotuit , MA 02635 Rating Ordered For Bayside Builders Estimated''Annual Ener'; Cost , Y Use. _ MMBtu :: Percent 5 Stars:Plus Heating 26.3. 6% Pro'ected Rating "Cooling 2.4 11% HERS Index: 62 Hot Water 15.4 2% Projected Rating::Based on Plans:- Field Confirmation Required. Lights/Appliances 17.0 78% General Information :' Photovoltaics -0.0 -0% Conditioned.Area 1355 sq. ft. .House Type.. Single-family detached Service Charges 3% Conditioned:Volume ..109.59 cubic ft... Foundation:: Unconditioned basement Total 61:1 100% Bedrooms 3 Criteria • home ome meets or exceeds the minimum criteria for the following: Mechanual.Systems Features Heating: _; Fuel-fired.air distribution, Natural gas, 95.0.AFUE. 2012Interna4ional Energy Conservation Cade Water Heating::;. Instant water heater, Natural gas, 0.82 EF,;0.0 Gal. Cooling:. Air conditioner, Electric, 13.0:SEER. Duct Leakage to Outside 53.00 CFM25. Ventilation System Exhaust Only-i 44 cfm, 6.0 watts. Programmable Thermostat Heat=No; Coot=No Buildine'Shell Features Ceiling Flat R-38.0 Stab None; Seated Attic: NA Exposed Floor R-30.0 Vaulted Ceiling R-36.0 Window Type U7Value:.0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 :Energy Raters of Massachusetts INC Foundation Walls R=0.0 Method Blower door test ?Woodlawn St . Amesbury MA.01913 Lights and Appliance Features, 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuet 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. 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. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780CMR5301.2.1.1)' PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................... .................................................110 mph WindExposure 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 .................12<_ 12:12 Mean Roof Height ........ ......................................... ...................(Fig 2).... .........:..........................::....;16 ft <33' Q: Building Width,W ..................................................:.............(Fig 3)............:::.....................................24 ft. <_80' Q Building Length, L .............. ..............................(Fig 3)................. ......... ..................48 ft 5 80' Q Building Aspect Ratio(L/W) ............................. .........(Fig 4).... ...;.... ........ ........2.0 <_3:1 Q Nominal Height of Tallest Open.ingz ............................... ..........(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......:. ::......::..............................:..........................:.:.::..................... .:.:....I. 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).........,.............................. ......... 28 in. Q : Bolt Spacing from end/joint of:plate .............................(Fig 5)... ......... ::....12 in. s 6"-12 Q Bolt Embedment—concrete,...; (Fig 5)................ ...............7 in:_'T' Bolt Embedment.—masonry.................. ......:.........(Fig 5).... ....... ......... ........... : in.>_15" N/A Plate Washer.: ............................................:.........(Fig 5).... ... .............................>_3 x 3"x'W Q 3.1 FLOORS Floor framing member spans checked ......... (per 780 CMR Chapter 55).......... ...................... Q Maximum Floor Opening Dimension............ ........:.........(Fig 6).... ................................. ....... ft<_12' N/A Full Height Wall Studs at Floor:Openings less than 2'from Exterior Wall(Fig 6):...::.::....:.......................:. :.: : N/A . . Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..:...:...:.............:..... .....:.......:..._ft <d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.....::.........(Fig 8).... :::........................: ........ ft <_d N/A Floor Bracing at Endwalls.............. ................................(Fig 9)................. ......... ...................... .:....... Q Floor Sheathing Type ...:.... ......... ......... .......: .........(per 780 CMR Chapter 55).......... ........ ............ Q :. Floor Sheathing Thickness,.,........................ ......................(per 780.CMR Chapter 55).......... ..........3/4 in. Q Floor Sheathing Fastening.. .: .................. ...:.:.(Table 2)...........8 d.nails.at 6:in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls................... ....................................�.,(Fig 10 and Table 5 ........8 ft <_ 10, Q Non-Loadbearing walls ................... ....:....(Fig 10 and Table 5)........ .:::..............18.ft <_20' Q Wall Stud Spacing ................................ ...................(Fig 10 and Table 5).....................24 in.<_24"o.c. Q Wall Story Offsets ................................. .......:...........:(Figs 7&8)...................................................... ft <_d _ N/A A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1A)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls..... ..................................................(Table 5)..........................................2x6-8 ft 0 in. Non-Loadbearing walls.......... ...........................a...(Table 5).................... ............ .......2x6-18 ft.0 in. Gable End Wall Bracing' Full Height Endwall Studs...................................:.........(Fig 10)......1........:............................. .................... WSP Attic Floor Length..........................:.........:.............(Fig 11)............................................. ft�!W/3 N/A Gypsum Ceiling Length(if WSP not used)......... .......(Fig 11)..............................................26 ft>_0.9W 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 Double Top Plate Splice Length ...........................................................(Fig 13 and Table 6)...:.:..........*..........................8 ft Splice Connection(no.of 16d common nails)..............(Table 6)................................:..............................6 Loadbearing Wall Connections Lateral(no, of 16d common nails)..:................*...............(Tables 1)............................................................2 Non-Loadbearing Wall Connections Lateral(no:* of 16d common nails)...:..... :.....bd.........(Table 8)...... ...... ..................................................3 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ...................q.......Header Spans ...................7...:(Table 9)................................. .... ....6 ft 0 in. :5 1:1, Sill Plate Spans .........................................................(Table 9)..........................................3ft0in. :5 11, Full Height Studs (no. of studs)...................................(Table 9)........... Q. ....................................................3 NonrLoad Bearing Wall Openings(record largest opening but check all openings for compliance to.Table 9) Header Spans............ ........................................ ...(Table 9)............................ ..*..........8 ft 0 in. :5 12 Sill Plate Spans...........................................................(Table 9)........................... ft in. :5 12" N/A Full Height Studs(no.of studs)........... (Table 9).......................................... ......*...****........... ......................3 Exterior Wall Sheathing to Resist Uplift and Shear SimultaneoUSly4 Minimum:Building Dimension,W Nominal Height of Tallest.Opening2 ...... ............................. ..........:................6'7.8"5 6'8" Sheathing Type...................... .......... ..........(note 4) .....................................:;...........:....WSP ........................3 in;Edge Nail Spacing...........................................(Table 10 or note 4 if less .. Q. Field Nail Spacing,...........................................(Table 10).....................................................12 in. Shear Connection(no. of 16d.common nails)(Table 10)........ .......... ..........4............. .............. Percent Full-Height Sheathing........................(Table 10)......................................................711%.. 5%Additional Sheathing for Wall,with Opening>6'8"(Design Concepts)........ Maximum Building Dimension,*L Nominal Height of Tallest Cipening2.....................................................................6'-8":5 6'8" Sheathing Type..,..........................................:..:-'(note 4).. ......... ...............................WSP Edge Nail Spacing.......... ...............................(Table 11 or note.4 if less)..............................3 in. Field Nail.Spacing...................;.......................(Table 11)..............................................I.......12 in. Shear Connection(no. of:1.6d common nails):(Table 11)..................... ....................................4 Percent Full-Height Sheathing.......................(Table 11)........... ....._... ..........................24% 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 Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780.MRs30i.2.1.1)' 5.1 ROOFS Roof framing member spans checked? ..................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang .............:..................................... (Figure 19)...............2/3.ft.<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift........:.. ...................... .......:.(Table 12) ......... .U=236 plf Q Lateral.. ..........................................(Table 12)................ ......:::..:................L=176 plf Q Shear....................:..........................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)........................:.......T= plf N/A Gable Rake Outlooker .........:.............................. (Figure 20).........::...—:ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift..................................................(Table 14).............................................U= lb. N/A. Lateral(no.iof 1.6d 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. >_7/16"WSP. ...................... ............................ Roof Sheathing Fastening....::......................................(Table 2) ...................... ......... ................8d Q jTHE PHEASANT MODEL-COTUIT MEADOWS MEETS THE CHECKLIST I'N-ITS_ENTIRETY,_THE REFORE ITHE 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 it 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 ao.8.ft..shall be permitted when 5%is added to the,percent full-height:sheathing requirements shown in Tables 10 and 1.1. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2=grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii:. All horizontal joints:shall occur over and be nailed to framing.. . iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist.at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate of first floor framing. v.. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 530 .2a.t)' _WEN TIM EDGE RESTS ON PRAMIIUG MEW NAt S AT6ble. . la 11 li 1 n u 11 1 :. .. .. 51 II Q II 11 1 ... 'la 1 I . . 1 H 11 1} .. .. .. .. .: .: : :. NAILSPACM IS i F ANEt d 1 v See Detai!on Next Page. . Vertical and Horizontal Nailing far Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 C.MR WI.2.1.1)1 moo a ; Yl _ I � EM a II I, FFAAAING MBER$ a __. ; � — EDGE RdTFJiMEDiATE ";1 ,! _ 31 MIN. .. STAGGERED. 3•M� NAIL PATTERN �. PANEL PANM EDGE DOUBLE NAIL EDGE SPA(LG DETAL Detai l Vertical and Horizontal Nailing for Panel Attachment r ' �oFTKE Tok, Town of B a nst ble -�-`Y Regulatory Services • Thomas F. Geller,Director BuRding Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508--790-6230 Property Ovmer Must Complete and Sign This Section If Using ABuilder I, l ds Qwner of the subject property hereby authorize _ to act on my behalf, in L-matters relative to work authorized bytU bundling permit application for: , (Add:mss of Job) Si gna e Owner Date 3R/41cl T. 60 Print Narne Q:FO R94 S:OIVhIERPI;RA4IS S ION Home Energy Rating Certificate Rating Number 4515Registry ID 14515 345 Certified Energy Rater Andrew Popielarski 164 Pheasant Hill Circle Rating Date 06/22/2015 Cotuit , MA 02635 '" Rating Ordered For Bayside Builders 4, 1 'Estimated Annual Energy Cost 5 Stars Plus Use MMBtu Cost Percent Heating 29.0 $603 32% Confirmed HERS Index: 58 Cooling 0 $0 0% Efficient Home Comparison: 42% Better Hot Water 3.7 $219 12% Lights/Appliances 16.9 $995 52% Generallnformation Photovoltaics -0.0 $-0 -0% Conditioned Area 1356 sq. ft. House Type Single-family detached Service Charges $85 4% Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Total 51.6 $1902 100% Bedrooms 3 Criteria Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2102 IECC Water Heating: Heat pump, Electric, 3.10 EF, 50.0 Gal. Duct Leakage to Outside 50.00 CFM25. Ventilation System Exhaust Only: 71 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-45.1 Slab None Seated Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-32.5 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 Lights and Appliance Features sagamore Beach, Ma. 888-503-2233 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 0.00 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. Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 164 Pheasant Hill Circle 888-503-2233 06/22/2015 Cotuit,MA 02635 Andrew Popielarski Rating No:14515 a RaterID:5363711 Weather:Barnstable,MA Builder Pheasant Hill 164 lot 17 Bayside Builders 14515- Pheasant Hill 164.btg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.17 0.13 ACH @ 50 Pascals 2.85 2.85 CFM 25 Pascals 331 331 CFM 50 Pascals 520 520 Eff. Leakage Area(sq.in) 28.5 28.5 Specific Leakage Area 0.00015 0.00015 ELA/100 sf shell(sq.in) 0.84 0.84 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 50 CFM25/ CFMfan 0.0405 CFM25 /CFA 0.0369 CFM per Std 152 N/A CFM per Std 152/CFA N/A CFM @ 50 Pascals 78 Eff. Leakage Area(sq.in) 4.31 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0369 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate(cfm) 71 Hours/Day 15.0 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 87 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. l 5-bib Coin Ino-awe3rfi`l of D"lassrellusefts O £ � gat`: a �� MAY 04 2015. Permit r a4/S e a S03 TOWN OF BARNSTABLE Permit Fee: S 85,00 Estimated job Cost: S 100C)0 Plans Submitted: YES NO ✓ Plans Revievv�ed: YES 1\C) Business License — 1lll� _S,UplicailtLicense- BUsllless Iniorlllation: Propai ty Owner i job Location Infbr riatlon: NaI21e: w. U/�Yn 0�� �.���1��E� '�I� , Name: (20-61 1 I 0 Street: CV, Vl! Street: 1 C" City/Toivn: (�J . �t'�Q.i`��'LQ�`l'1 City/Towrl: Telepnone: �(- / , Telephone: nJA Photo 1.D.required/Copy of Photo I.D. attached: YES y/ 1\'O Stan Initial r 3-1 3-2./ �- rZ:Strictcd t0 Cyv�111n S ssto.les or lesS a11G'C0 7u'lerC131 L7 t0 IO;GOG sq. ../%-stories or i=. 5 Residential: 1 aul1:v • -'... N1'ulti-is=t�: SAS Othe l?ac' 7 1 �� ConCo/T O4'r=�t10 Commercial: Oi cC Retail L-ndust-rlal Educational L1Stitttior131 Oiiler a a 3 Square.EootLcre: und--r 10,000 sq.L. / Over.10;000 sq. . +umber Sheet Metalwork to be completed: itieY:S/Vork: V R--novatic : =g� r riff C �/Ietal-,•a%efshed Rooliric K-ii_cilen E-t haust Sy sre:n = c 5. 1'l�tal Cho.-Lr, y-/Vtn-S lr BalanCinor z rn Provide , detailed description orwork to be done: d'V l5[ 4U�-- (,�) UL92 JJUM IIAM Q77L iNSU�;NCE COVED-AGE: have a current liability insurance policy or its equivalentwhich meats the requirements or NII.G.L. Ch. 112 Yes \ No It you have checked Yes, indicate the type of coverage by checking the appropriate box below: jt A liability insurance policy ,Omer type of indemnity El II pond ❑ ! i OWNER'S INSURANCEI bNAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the iaassachusetts General Laws, and that my signature on this permit application waives this requirement I Check One Only I Owner ❑ Agent I I i i .Sian tun of Owner or Ovm rs Agent I By checking this boxlJ,I hereby calcify that all of the details and inormation I have submiued for entered)regarding this application are true and accurate to the best of my knowledge and th=_:.all sheet metal viork and installations par"ormad under the permit issued for this application will be in compliance with all pei tinrent provision pf the nlassachusets Building Code and Ch aptar 112 of the General Laws. Duct inspection required priorto insulation installation: YES NO Progress 112S ectious 7 C0 nmnIlC, 5 Final InsL)ection nL- Typ-= of Lice nse: I I,r l i -y LJ Master 4itic I -II PlasiTr- estricte l Gityrpv;n .I v v I I llourneyperson Sign atUr-z of Licei use lou rn ;.,person-Reoin Led .JLi/- Licens Number: �. ! c. e S F I i Check a t%;yww. r:a- .aoWdc1 i i I I i Inspector e Signature of Permit Approval 4 .f Feld.Then Detach Along All Ferloralions _ I— CO.MMONWEALTH OF MASSAC.HUSE TTS ; o e , Sill to ; BOARD SHEET METAL WORKERS ' SN AS-A BUSINESS. ' ISSUES THE'ABOVE LICENSE TO TYPE ERIC T _WH,:ITELEY .; 4J VERNQN. -WHIT.ELEY PLBG AND G _B 28: VILLAGE. LAN DING PO .BOX '126G W CHATHAM h1A _'02669 000 292629 1'60 12/22/14 29262.9:`.. roid.-Then Detach Along Ap Perforations $ COMM"ONWEALTH,OF�MASSACHUSETTS �} � F x� '�, ,BOARD OF3 =, 'j h � •. 3� �:' s `SHEET Mf;TAL WORKERS >� ` ISSUESTHE FOLLOWINGL:LCENSE AS A MASTER UNRESTRICTED F t 1 n$ t r ai c {F Y' 4 5i f 1 � , WEST GHATHAM �1A o2669 Jo2�48,�, � �' Vk.. � zg;67 � a2/z8/16 ,ti t8po512 "' E SASS-ACHi�SETTS ORRf1TER'S - _• f��� y- LICENSE q_c 9a 4D 'du 4I1M9E.Q , V NDNE: SZV .9a24 6�06 - W CHATHAM`h1A 02669 - � = e5`DD 01.09.2014R v071S2009 -yi o Town of Barnstable' T. Regulatory Services 21/.IW6Tdg7� : . ThDluas 1+. Geiler_,Lirec-tor -BtxfZding):IVISiou Tocn ferry,Building(;ommissicrer 200 hma l St-Oct I�YZM IS,NY,02601 Mice: 508-862-4039 Fax; S0$-790-62:30 Rrop erty ( wt—.r Alas l- COMplele ar..td Sign 'T�.Us Sec6aa ifs ABuildcr 6e}as Owner of tine subject,pmperty ram - to act on my behalf, viz a1I>s!attez zzL�ts ve to .rk aT i�ltd bytbLq c1nb PEmit application for. (nt �i? ss OAF f0b) Sa oS :Gate � 'zezCwxer is app P.ng ford e. nii pJ.cse coxxipete she Z-- Omeowm.ers License Ex-mpton Form— on mvens e side. Q:Folints:ovr ERPBWL3S)DN 1 TE ACC®_.CERTIFIC:ATE OF LIABILITY INSU NC�E 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(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 AtC. o.Ezl: ac No E-MAIL SOUTH DENNIS,MA 02660 Ann.gFss, INSURER(S)AFFORDING COVERAGE NAIC it INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURER B: W VERNON WHITELEY PLUMBING&HEATING CO INSURERC: INC&CHATHAIM SHEET METAL INC P O BOX 1266 INSURERD: WEST CHATHAM,MA 02669 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER EV SION 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. EXP IL SCR TYPE OF INSURANCE l�R W D POLICY NUMBER (M&VDBN O EYYYY) �11DDY/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED S PRE,,Is=. En occurroncc CLAII:IS-MAG•E❑ OCCUR MED EXP(Any one Person) s PERSONAL&ADV INJURY S GENERAL AGGREGATE "a GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-CCRIPIOP AGO S POLICY[71 PJEa LOC S AUTOMOBILE LIABILITY OMBIN D SINGLE LIMIT S a aca en! ANYAUTO BCDILY INJURY(Per Person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accidenlJ HIRED AUTOS NON-OWNED dTY MMGE S AUTOS 5 --- --UMBRELLkLIAB- OCCUR— -EACH-OCCURRENCE -S EXCESS LIAB CLAIMS IIADE AGGREGATE S DED I RETENTIONS S WORKERS COG;PENSAVON K WC STATU-I OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS1 ER ANY PROPRIETORrPARTNERlEXECUTPJE,—, NIA A E.L.EACH ACCIDENT $500,000 OFFICERWEMBER EXCLUDED? II NJI 6S62UB 10.01-2014 10-01-2015 (Mandatory In NH) 9972L664 E.L.DISEASE-EA EMPLOYEE $500,000 If yes,desube undor - DESCRIPT N OF OPERATIONS belcv E.L 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 JOHN J.LUPICA,President ©1988-2010 AGORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD .271a Common rediTz of Mass-achmseffs ! D'eparhnent Of iuZustrin14cc-idents . 0 ze or�vest%c�zons Boston, 02111, Workers:' Compen_satlonlnm=.—acrAffidavit: Buitders/Conft--a:ctors/Tlectricizi:L& lambers -upli ant Iafarzmation Please Print Lk-g-14y 1�3Il1E (Fu!cmPctiJ OF �loDrindL�7c�L�: VV V P �Ln o n ,,'./ h , t ) Y I $,nn 1I Cityf`tat&Z?p: L.V L)-,'a-4 g',-, Are,J ou an employer?Chechthe apprffpriate boy,: T P5 of r project�eltired)= F I am a emo toy ez �0 3 4: I am a general confmctor Md.I T d employees(0111 and'orpar* } have b:--dtl1,sub-matradon. t-,J.Z� �.❑ 7 am a sore propH5tor e_ rtue-� li.-mod ca the attached sheet ❑R=Odebeg cr p z:.ud h3;�Z:IIL•e Ioyees _ TI-- e mb•-coo'sactors:have g- ❑ i].�nliaca Fvvrti ? it IIe is au�*c ;'r eyp1ON and have wormers' r3nLdm�add ate, -apac.-ti a crnnp_W=aac - y 5-R We are a corps aad i`s 10-Q E-,--EcaI repairs or additions 3. doing ail work c C=s iYavc erased r"n� l _�PluapLg r.p-:M cr adr'r-n n t=ri Wo vier--, Hgat of ei)mnfiaapec M-GL I� �M1 s. _I�oof in--ixannce rega ied_l E c_ 152, g I(4},and Emne i emp]ay .[-N-awol±= l3tflOLer co=.iasarance r&:mL-ed.l ac sac* u>z-7-axVi i c ed-fa aer±Lg aZ rmzx End ldz-aG Seecoat:�m s�t�^a��ym r�i�.1R ,ram sate_ 1r`t^-a : rz-mVi tn:r ACS 'COT _.-L, L� am are rAtpZo�Ift2.tis pm-il` PII ivorke--!✓'eo=,-7LaLfi -n�IL:,.FRIFC�fof 1P4?EPftpu/�%e`?S. �S[.G'Y:LS ClEp4L�e�'r,.Rd�CD SI.�S L'iforlY at..`OdL - - J cl 2 a L (_,(c 4 q ESL-ation,Date: job Si,--r-djcL-ea,: C ity-5 tate/7,p: Atta c i a co y of th4 wort_ers'coo e. sation olic. decIx_ation age sho G the li iturtrber and e�afion date. P. P P 5 r page. Po 3 } Failru-e to s----Lme'caV'era6e as m-a-m-.-°ri,uaee_Sectioa?5A o=M-GL c. 157-caa lead to th:.is osiEon ofaim+ A ptaaaes of a 5-n e up to$1,500_OD an-lor o=-yeari- wanmmt,as w--U as ci 7ii peadalEes in fe fort of a STOP WORK 011-DEP aad a End of up.to�250_CwO a day a�gain-s!the-v-iolator_ Be ad isad that a czFlr of this stat meat may b-c far-,�ard`rd to-the Office.of I-*:;e 6 Ezation.%o f fe-DLA B r ia.r--i mce coverage v--C ECation I da hereby c8r`tfy lIILdEC tf E pE17t3 QIICI pEt Df IES ofpedary fhatthe utformuffian pr Dz2cL-,rI abare CS'1n:e.and correct Si tune ��u A-��c��- -L. Date: � 7I CI�� r O 1f"z zaI artFy. Igo ttoi Fritz in if is ar2r,is bE�:npIFted�y sty or town ofr-lc,aL Cit,or Town: p�.�if(.ireIISCr ytssuing c'uth oaity{dr die one}: 1.Scaldaf$ealtb ?. uifaagDepartm-ut3.iit;-/Fo City/Town d_ElectricalEo p�.tor -5.PfumbmgTiL-ctor 6. Other C Gami ct P erso.n: Phone r�_ d Town of Barnstable Building Department - 200 Main Street t MANS LE. * Hyannis, MA 02601 9q, 163� .�' (508) 862-4038 •oj.FD MA'i A of Occupancy Certificate Application Number: 201500022 CO Number: 20150120 Parcel ID: 002002017 CO Issue Date: 06/25/15 Location: 164 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: cc Building Department Signature Date Signed TOWN OF BA°RNSTABLE Bui j INE din' g ZU1,500022rm it BARNSTABLE, Issue Date: 01/22/15.;; ■ �+ 9 MASS. �ArFO �A� Applicant: BAYSID:E BUILDING,.INC Permit Number: B 20150138 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 07/22/15 Location 164 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002017 Permit Fee$ 663.00 Contractor BAYSIDE BUILDING,'INC Village COTUIT App Fee$ . 100.00 -License Num 005645 t Est Construction Cost$ 130,000 Remarks d APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH CAPE STYLE HOME WITH AN.THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED i 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 a f tBuilding Permit Issued By: THIS PERMITCONVEYS NO RIGHT:TO OCCUPY•ANY STREET,ALLEY0R SIDEWALk,ok ANY-PART THEREOF,EITHER; ORARILY- R E L ENCROACHMENTS ON PUBLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;;MUST BE APPROVED BY,THE JURISDICTION:. STREET OR ALLEY GRADES A WELL ASDEPTH AND LOCATION OF PUBLIC SEWERS MAY BE - OBTAINED FROM THE DEPARTMENT OF,PUBLIC Wokks"THE ISSUANCE OF THIS PERMITDOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS ~ 3 t , MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: l.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. j 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). Y BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ,ELECTRICAL INSPECTION APPROVALS �IGES ptl�Mri'�+r; I 2 QARTT,�t- 6'9-y>i, s rs U 2 2 -as/St�Fr�� 0/C I 1 FINAL F\ 5. 3 6 Iz lh 1 Heating Inspection Approvals Engineering Dept o FF1i e Dept 2 a o th / tVV ` d V` nt a 1 '� . � � '^i^�-,, :=; , i 1 ti` ' � ` �.: �: �,. %�;., �� /.. JOB SITE:j- l7 �1�A& —f 6���(('s2 Ctl"T; MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE BEACH,MA 02562 INSULATION CERTIFICATION—PER IECC 303.1.1 BAIT INSULATION Exterior walls: Type: X0qV Manufacturer:a-P-144s Cdnsv► � R-Value: 2—f Exterior walls(other): Type; Manufacturer: R-Value: Interior walls j Stairwell: Type: Manufacturer; R-Value: Basement Ceiling: Type: 1364r Manufacturer: d-14"ws C ,r, �6 R-Value: Flat Ceilings: Type: Manufacturer: R-Value: R Sloped Ceilings: Type: 19=r Manufacturer: -s-r C4w4,.3uv R-Value: 3!� BLOWN INSULATION FIBERGLASS OR CELLULOSE Exterior walls: - Type: Manufacturer: Installed thickness: Settled Thickness: Settled R-Value: Installed density; .� Coverage Area: Number of Bags: Flat Ceilings: Typex a` ar�w-gs y Manufacturer: 01vvA. v e yz2 installed thickness:lit Settled Thickness: 1 1r, Settled R-Value:_ q 9 Installed density: .7 y 7 Coverage Area: '/do Number of Bags: Sloped Ceilings: Type: rb ►zss Manufacturer: 3x4car ecn,06,L�Si Installed thickness:1/0� Settled Thickness: t4 ` Settled R-value: 3 Installed density: A5 Coverage Area: 296 Number of Bags: By. Date:_✓ For MAP Install uilding Prod s Home Energy- Rating Certificate Rating Numberr 14515Registry 4515 345 Certified Energy Rater Andrew Popielarski 164 Pheasant Hill Circle Rating Date 06/22/2015 Cotuit , MA 02635 Rating Ordered For Bayside Builders Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 29.0 $603 32% HERS Index: 58 Cooling 0 $0 0% Efficient Home Comparison: 42% Better Hot Water 3.7 $219 12%. Lights/Appliances 16.9 $995 52% Generallnformation Photovoltaics -0.0 $-0 -o% Conditioned Area 1356 sq. ft. House Type Single-family detached Service Charges $85 4% Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Total 51.6 $1902 100% Bedrooms 3 Criteria Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2102 IECC Water Heating: Heat pump, Electric, 3.10 EF, 50.0 Gal. Duct Leakage to Outside 50.00 CFM25. Ventilation System Exhaust Only: 71 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building:Shell Features Ceiling Flat R-45.1 Slab None Sealed Attic . NA Exposed Floor R-30.0 Vaulted Ceiling R-32.5 Window Type U-Value: 0.290, SHGC: 0.320 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 520 Cig: 520 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights and Appliance features Sagamore Beach, Ma. 888-503-2233 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 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. TempParcelEdit Page 1 of 1 rM - r ri Logged In As: Wednesday,January 26 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. l ew,Parcel Detail New Mapparcel: 002 002 017 I Street Number: 164 Unit Dev Lot LOT 17 Road Name: PHEASANT HILL CIRCLE T/R: l 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: A�dd�AnQther Jfr".�83 Update�,� � ®elete http://issgl2/Intranet/Propdata/TempPdreelEdit.aspx?ID=Add 1/16/2008 N tj _ MCI= 1oo W " ® o fJI° 1 _CT 11 Rxl V1� � ®0 MEN �; ci,l�al.,,uca1 nT� Yr Z FRONT ELEVATION O E FR--DEPAR.TMENT DATE - m SCALE: I/4" I'-O° m a s 3 y # Q O CL > L1- O . f SHEET. REAR ELEVATION SCALE: 1/4° - I'-O' JOB: 142B DRAWN BT: — DATE. 12/1/14 • N U 0 W c'r LEFT ELEVATION • SCALE: 1/4° . T-O' RIGHT ELEVATION' O ^ _ _ SCALE: 1/4' I'-O" W Ul _ Z 1 2 � IL2 - • 2Y10'e 1 TYP I6'O.'O- dq - C. - R F.G.R F.G.IQL./ SB INU SO •HURRICANE CLIP• •- B/B'PLTW=SHEATHINW 2 o S•16 O.C\ FASTENERS AT ALL ' A5PHALT SHINGLES RAFTER/TOP PLATE a 91NCTIONS TYP. • /3�STRAPP NG N\ GYP. RD RIGID WIND WASH BARRIER REQUIRED HALL BAD T E%TERKR2 EDGE OF IXTERKRi WALL PLATE 12 . 12� BLOCKING 4'-0'O.C. � . TrP EAVES 2x1d5 0 10 O.C. -WS 0 16'O.C. IN FIRST TWO JOIST a BATS-FROM GABLE WALL - IiB FASCIA/Ix4 SECOND MEMBER - - 1 O FRIUOUS VENTING DRIP OuEDGEIN BR_� IY3 STRAPPING � - I[B FRIEZE BD.W BED MOULDING 9'T I/2'GYP.BOAROm (n EXTERIOR- FOYER KITCHEN ^ Q Z 2t6 EM.5TUD5 W 24•O.CJ 6•R21 F.G.INSUL./ I/2'PLYWOOD SHEATHING/ r Q O WINGLESTYVEK WRAP/ # W 4'-0' 9'-0' FLOOR {- R90FINISH 5/BERG�599 IB Ul. 2v10'S 0 16•O.C. - 2N0'S 116'O.C.lyn PT 2e1d5 i 16•O.C. 2-2 10 GIRDER P.T.SILL AND O ~ W --9-2N2 GIRT 4K4 P.T.POST J CON� �20.O.G. GALV.METAL POST ANCHOR F- W pAHp PROOF BELOW GRADE BR--� BASEMENT 12••SONo TUBE'PIER TTP. p I0116'CONTINUOUS FOOTING 9T i2'LALLT V . NOTE S 1/1r GONCRt E SLAB LiS/B•ANCHOR BOLTS 6 HIL VAPOR BARRIER EMBEDDED 7' SPACED 28'O.C. _ 12'FROM CORNERS WASHERS 3°x3'x1/4' of SHEET 24'-O' A 2 SECTION "All J05: I423 SCALE: 1/4'- I'-O° DRAWN BT: KW DATE: 12J1/F4 X 4r ° jAIR T ! §7 } y T rt Y-0° • 4 ° - - m HECK O ���.�� '• "`'a� �._ _ .. � t ��a11 M S yq�. 0-4 y W { - I � I3'-6' w yj ` pA IBO 0EC R�F. I 244pN365p ^'� Y if,i f F VINTL CARPET - ° STAIR$ J 0 344DWNq LGARAGE sH - •o CO pi 12-0° " y s. 32'x5T LAB 4•CONCRETE SIHZ t - - PITSN TOWARD SLAB - (S)9 I/4'LVL ABODE FWSN O CARPET YA .LIVING yNs p 244DN]660 f CA O - TN'O.N.DWR W-4°. -0° N ;. 2H 3 r Q Z NARROW AWALL BRACING p W Q Q q'_0• 2'_6• q'_p• 6'_p• 7i_0. 7'-0. 61- ° 0' 4'-0' 14'-0• 34-_O- 45'-0- 51JEET FIRST FLOOR PLAN J� SCALE: 114' - I'-O° 14 -1OB, 423 DRAWN BT: K DATE: r2A114 R ' N tag r • z, a •^*-. .- Y Y .. f 6,_Oa 8�_Ta 3_9a y - ..-.... #y INYL 0-4 r v 11 VJ W YS^7 r Z 2A So LIN e I t a • � 2 J W ..2 14 2 TP O .a _ . - BEDROOM BEDROOMS. _ - - < - 14,-4a ' - KNEE WALL KNEE WALL .. �. tu 14'-0' _Oa . a fL .. .a SHEET SECOND FLOOR PLAN �� SCALE: 1/4" a 1'-0' JOB: 'AM •� _ DRAWN BY= KW - DATE: 12/I/14 4S-O' • W 14'-0' 34i_0. 2-4• 5'-4• 5-,. 9-3' 12-O' _ FV -_________--_' Z a 2_2x10 GIRDER O _ A FI P.T.TV i GA ,METAL POST ANCHOR .• .:..._-:-. 10'•SONO TITHE'PIER TTP. W - _.:_:T., W 'I 3•x 4c•CONCRETE WALL I i,I " o' I b I - Wm LQ woo.CONTINUM5 FOOTING TYP 'i I b a ' I :�I � • CCNAGRETE 9LAB - '''� • I G�jy I 5 _ VAPOR BARRIER x�G �i.I I t o GARAGE .; :,I FY Q° ' I 4'CONCRETE SLAB SPLR I .r I O - PITCH TOWARD ODOR GIRT n I f l 3-2x12 GIRDER I I I 3 I DIA.STEEL CO N 30"�30'x12-CL4ICRETE PAD I 4` --J I I WALL 10• I I - r= --i m L— ------- J I ek T'-q'caNc.WALL I 'I o 'r I IG'xIC CONTINUODS FOOTING TYP, I ` = — — — it 3 r - - u w Z O F p- *4MOTE:GG4 J j 2'-3' 5".ANCHOR BOLTS F-- 14'-0' 34i_0. EMBEDDED 7' O SPACED 25 O.C. U 43'-0' 12' FROM CORNERS WA514ER5 3°x3'x1/4' SHEET .IOB= 1423 DRAWN BT• K , DATE: 12/1/14 N . S EITEND MDR TO CORNE 2x6 DBL TOP PLATE / RAFTER O 16'O.C. U FULL HGT.STUDS O MMM JACK STUD 11"IM i NAIL TOP PLATE `'� N2.5®Eq. RAFTER TO BTM OF MDR APPLY SISIDE ACEMSTAIBOF CONNECTOR W/2 ROWS OF 16d NAILS, ON THE INSIDE FACE OF HEADER •3'o.C. TO EACH JACK STUD ' STRUCTURAL PANEL HEADER �1 NAILED Bd COMryON TINUOUS HEADER / TOP PLATE T O 5'O.C.EDGE AND FIELD CORNER TO CORNER OVER MULTIPLE OPENINGS / DOOR TRIMMER STUDS ' J� O RAFTER TO PLATE CONNECTION SCALE N.T.S. W-5/B'ANCHOR BOLTS II O /3'x3'PLATE WASHERS I� EACH NARROW WgLL SECTION ti it til DOUBLE ROW y STAGGER NAILIN /Y w INTO BOTH PLATE5 2r6 DBL TOP PLATE Q YJ r VERTICAL .:�, "' Z • - STRUCTURAL PANEL O NAILED ed 1ON.4RROW WALL BRACING AT GARAGE DOOR •5'D COMMON .a EDGE SCALE N.T.S. " AND 12'IN FIELD , • SHEAR WALL COMPLIANCE: ' W- 71R OF EACH WALL RUN _ VERTICAL SHEATHING WITH - .. _ '.ad NAILS 3' EDGEAV FIELD (4)16d NAILS PER FT BOTTOM PLATE VERTICAL DOUBLE RON STRUCTURAL PANELS y STAGGER NAILIN L= 24%OF EACH WALL RUN BREAK ON SECOND FLOOR - INTO BOTH PLATES - VERTICAL SHEATHING WITH RIM Jo1ST - 2s DBL.TOP PLATE_ -.5d NAILS 3" EDGE/12' FIELD (4)16d NAILS PER FT BOTTOM PLATE _ x SECOND FLOOR N _ VERTICAL RIM JOIST _ STRUCTURAL PANEL - _. VERTICAL O NAILED Sd COMMON STRUCTURAL PANEL O 3'O.C.EDGE NAILED Bd COMMON Q J AND 12'IN FIELD G 5'O.C.EDGE AND 12'IN FIELD _ Q • DOUBLLER N41LIN _ __ DOUBLE ROW .. EIOt AND SILL STAGGER NA LING- INTO INTO BOT"AND SILL ,I G > .D� .'� •�"'`.. SHEE(T 3 FULL HEIGHT SHEATHIN -SINGLE FLOOR ®FULL HEIGHT SHEATHING -MULTI FLOOR SHEATHING -MULTI FLOOR 5C.LE:N.T.S. - SCALZ:N.T-5. Joe: 1423 DRAWN BT: KW DATE: 12/1/14 4 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 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. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E C. (AREA OF CRITICAL ENVIRONMENTAL M CONCERN). 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE z WILDLIFE PER NNESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER VEGETATED 12" DEEP 1, 2006 PRIORITY KWATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT RAIN GARDEN (250 , C.F. STORAGE) REGULATIONS (321 CMR10) TOP-60.0/ SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER BOTTOM-59.0 RECHARGE PROTECTION AREA N83 2- 07' x8Q5j 86 CONSTRUCTION NOTES. I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE is 1 " \ SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 60.5 _ \ 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. fa x \ 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM -4 LOT 17 61.0 w. THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 61.0 8,801f S.F. x 60. ex DATED 6/25/07, SHALL HEREBY APPLY t0 THIS SITE PLAN. PR DE (1) 6' DIA. 0.20f ACRES 3. SEWER BUILDING CONNECTIONS: DEEP LEACHING ( 1 ! - MIN. COVER SHALL BE 3 FT. BASIN W/ 1' STONE �.i 2 OPEN SPACE - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES SURROUNDING (OR 610 : .5 62.75 Rp ALTERNATEDECK AS REQUIRED BY BARNSTABLE DPW. . EQUIVALENT VOLUME �,. RD - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2AX OF 289 CF) RD 6275 CONNECT ALL ROOF 1 16.3' 26.3 1 1, x DOWNSPOUTS TO 61. 'p 275 6 .5 4 1� 61. LEACHING BASIN x HOUSE f 1.5 GARAGE PROP I LOT 18 9 MIN :84.75 INV.= � 1.9 6 .51 .51 0' I56.63 W34. 6275 19 O, Cotult Meadows Subdivision x 0•0 63.59 6 1 61.5 '- N Cotult'Barnstable, Massachusetts NSECK _ 619 EY-2 PREPARED FOR 4 631 cnN+, COTUIT EQUITABLE HOUSING, LLC 63. " W / CLEAN STOP - `OUT _=+ G` t Centerville, MA 02632 ---_V �_- TR1E c W S Site Plan INV OUT-57.46 ""'�" _.-.----�' G x 3'7T 75 W S -- p`, dommmc c _--- W 2 a S - - Lot 17 . 164 Pheasant Hill 9-__--------, ......--- w '13 �►....- S sa Circle G---- _7 W 160 LF-8 50�l35 ....� a H #21 t', --- W ! (� PVC S=1.5% ... X- INV IN rA - w W o �- S '_--s_ _6 / - BAXTER NYE ENGINEERING & SURVEYING .91d 09/ E/DC S PORA ATJAqa�:�"' E E/pC Registered Professional p E/pC &loop ' ____ Engineers and Land Surveyors jN OF At _ E/ - - pC ____._ E/OC - ___ _ 6 - -_.__ -� 78 North Street, 3rd Floor,Hyannis,MA 02601 0�� ,,,,,,,WHEW °yG E/pC ----' INV•�� - Phone-(508)771-7502 Fax-(508) 771-7622 � W CA E/pC CIVIL..... .___ _ ��` 55.62` EDDY No.43183 -"-"' 20 0 20 40 s T �oNA dG SCALE IN FEET SCALE: 1" = 20' DA -2 -14 REV. DATE. REMARKS LOT 17 DRAWING MAW N 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214