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0029 PHEASANT HILL CIRCLE
Town of Barnstable `A81$p Building Department-200 Main Street OTEoM�+°�00 Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy , Permit Number: B-2015-07473 CO Issue Date: 4/8/2016 Parcel ID: 002-002-109 Zoning Classification RIF Location: 29 PHEASANT HILL Proposed Use: 1310 CIRCLE, COTUIT Gen Contractor: BAYSIDE BUILDING Permit Type: New Construction 1 or 2 family Residential Comments: G 4/8/2016 9:37:45 AM Building Official Date: THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR . QUALITY ORIGINALS) I m DATA TOWN OF BARNSTABLE Building ZHE 201507473 BARNSTABLE, Issue Date: 11/19/15 Permit MASS. �p i639• A�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20153350 rFD MA'I Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 05/18/16 Location 29 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002109 Permit Fee$ 1,020.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 113786 Est Construction Cost$ 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH RANCH STYLE HOME W/ TTAtAWCARD MUST BE KEPT POSTED UNTIL FINAL D 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 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 TWPORARILY P Y. 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 OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION, 5.PRIOR TO COVERING STRUCTURAL 6.INSULATION. 7.FINAL INSPECTION BEFORE OCC WHERE APPLICABLE,SEPARATE APPROVED 1 13 If0 HANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UN TOWN OF BARNSTABLE. NSTRUCTION. PERMIT WILL BECOME NUL TED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUE �——� PERSONS CONTRACTING WITH UN PLUMBING NTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APP ECTRICAL INSPECTION APPROVAI 1 gg00 c� l l &I I S' 1 1 �j,vq z—orE �3rrr- aN c 1ld ib OK 2 '� jjLI /G V 2 2 E; I q-czi�o- -FP 3 1 Heating Inspection Approvals Engineering Dept ON Fire IDent 2 Board f Health ov G`� lJ y ID Home Energy Rating Certificate Regiumber 21315 574 Rating Number 21315 Certified Energy Rater Andrew Popielarski 29 Pheasant Hill Circle Rating Date 03/25/2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders - Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 36.4 $575 31% HERS Index: 65 Cooling 2.7 $144 8% Efficient Home Comparison: 35% Better Hot Water 13.1 $166 9% Lights/Appliances 20.6 $987 53% Generallnformation Photovoltaics -0.0 $-0 -0% Conditioned Area 1512 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 14391 cubic ft. Foundation Unconditioned basement Total 72.7 $1872 100% Bedrooms 3 Criteria mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2009 International Energy Conservation Code li Water Heating: Instant water heater, Natural gas,0.97 EF, 0.0 Gal. 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 14.0 SEER. Duct Leakage to Outside 45.00 CFM25. Ventilation System Exhaust Only: 74 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-35.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 660 Clg: 660 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights and Appliance Features Sagamore Beach, Ma. 888-503-2233 Home Energy Rates uc Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 70.40 Certified Energy Rater. REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 1C)s SITE: /d� f."�$ r �`j 1�' 1 V� d'4'i.i�T MA MAP MSfALLED BUILDING PRO UCTS PO BOX 1 309 S,r GAMORE.Bf ACM,.ni;A 02551 INSULATION Ck:RTiFICATION-PER 1ECC 303.1.1 BAIT INSULATION Exterio-rr'vv jls; Type:_C i�� _ _ friar UTCturer: Q�1 �� Eytcrior Walis (other): Type: �. �'y�1�-_.: j;-Vaiue; Interior Walls J Stairwell:' Type' + Manufacturer,' _R-Value: easernent Ceiling; Tyc — tjss r\4arnufiacturer F-�1✓ R-Value.. Flat Ceilir;gg; Type' — Mar:uficf;.lr�r: R-Value.: Sloped Ceiiings: Type' Manufacture: _ - R-value;. BLOWN INSL'ATION (EI3�RGLASS 01 CL�LtJLOSE) Exterigr.wa!Is Tyke: _— Manufacturer installed thickness: . Settled ThickIess:______,Settled R-Value Inctalled diensity: Coverage Area: � Nui Akre, rf t3a�s:. Flat Ceilings: Type, T16 k _Installed thickness: �s Settled Thidwtess: 5eled R-`v<;I,e:_ �' Insta d density.' Coverage Area: Numr+C.r c)f Eags; . .: ps TYPE ` SM riiu`actu�Er: Sidi" C installed'thicknes: Si ttlei� lhicRne55: �QF_:__ Se;ttle> f R-VahC.: '� I� -_ nstal d densr.ty;. Coverage Area; -.���,___Nuir ber of Bags: �Y'� , Date F.or MAA10 Installed B;i.ildinS Products — s'r Commonwealth of Massachusetts / -.3 10� Sheet Metal Permit Date: A It,// Permit# Z o J v Estimated Job Cost: $ 0 ODD Plans Submitted: YES NO JAN 1 3P26Reviewed: YES NO Business License# I(pG TOO ®� A"TABLt a,7� Business Information: Property Owner/Job Location Information: Name: ��. Vern Oil Oh I'1 e (`� Name: el ?za f 11 Street: UJ I �Ci�']C�1 Street: a9 City/Town: City/Town: � ;{,( Telephone: 1509^ �`� � ' J 00 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and.commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq.ft. / over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: a 6Q,B a l� ,f �1 hi �N v- INSURANCE COVERAGE: I have a current I iabilitV insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes No❑ If you have checked Yes, indicate the type of coverage by,checkingthe appropriate box below: A liability insurance policy iOther type of indemnity El Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and•that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Pro6ress Inspections Date Comments Final Inspection - Date - - - - - - - - - - -Comments _ Type of License: BY �^ `Master; ++. Title ` Q Master-Restricted1, /17 City/Town ❑Journeyperson Signature of Licensee Permit# ❑Joumeyperson-Restricted a%r7 License Number: Fee$ ❑ - Check atvAw%f.mass.clovfdPI Inspector Signature of Permit Approval Fold,Then Detach Along All Perforations , "k" W.:'x'r ,g m, Inj t r.. .gym+:-:'s,V 't •C:OMMON..WEALTH-OFMNCASSAiUSETTS Y,T ,a fia �5 BOARQ•OFR, aP tr 'm. .uf�i � a *."- r.� "� F"� e ,< x Ire xs, 1� :SHEET MET,AL�WORKERS �� :4N cx�}�' 14IrSSt1ES"TIiEsFOLL�OW,ENG LICENSE � nAAS �A BUS I NESS ., 'jeJr� �ER�CTWHITELEY {; rW UERNt}N tiWN(fi�EUEYMPLBGQAND SIT C t+ N¢zi LLAGE�',L�AND I N� p+,((��e (��+'��iw1s^z� L i p +y;,.qg \�i,'f'�CO:, y!14G�V .tY 4a, M2 t�!'1� d7�e�s X Y � � :.C.OMMI�ONWEALTH.OF,MASSACHUSETTS i r .BOARD OF ar tG js SFiEEIifTAL WORKSftS tSSliES THE FOLLOWING LfCENSE P `AS Ar MASTEP UNRESTRICTED ' .. ' FRIG T �WHfTELEY � � r 1� 1 . 4,`ESI CHATHPr'i t1A.; 02o6a 02Z8 �' s, z;g67 02/28/16 ' r8o5i2- �.� .erg ;�: — - ��•i• :, .� � ,,;. ;i - a of B�i.x nstab l e Reulatoz-y Services zn6c�E \��� Thomas., Gcilcr,Direca•�r, n -Buil din r-Dlr'zsLOD 7 o;n ferry,J-3nildiu.v Comr issioc_er 2G0?gain Su cc Ii:v�na.c 7vit`,02601 r��•�v.Co�v n,h zrnstzh l e.n,z,��s O Le: 508-862-4-039 Fax: 509-790-6230 Property Dcteri1'1tyst Cc5mpletc anc-I S7gn. 'ILis Secti.oa �I LTS�T1� i l�Ytc�v� � ry'— Gt , a, (i;aau of i1l.e suBif c(-t:property i1cmUY a rOIIzz to'd.cC oa IIIf vnr> 1l ri Ulrs >`Ji l iTr`e to vm-al a(i_ by�. ���1n�T.7.F- T.. , 2 LC LOII for: hwaA PP Spa�sr of C?�.tier --- — - � r. _.ate is appf)ring for-le=t pjcasc compIcte -(hc Homeo wnc� rs Liccnsc E mpti.on I'wn n on t11e il:vcl.sc side, Q:rLjFJ!"5:{)Vr'}v�F.P1:Pt.?,!iSS 1rJ1d l I • ', WVERNON-01 THORNE '4�orto CERTIFICATE OF LIABILITY INSURANCE DATDlYYYY) 9/251225/2015 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 &G4ray Insurance Agency,Inc. PHONE FAx ( ) RteA/C No Ext: AIC No: 877 816-2156 South Dennis,MA 02660 E-MAIL mail ro ers ra com ADDRESS: 9 9 y• INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Arbella Protection INSURED INSURER B:National Liability&Fire Insurance Company W.Vernon Whiteley Plumbing&Heating Co,Inc. INSURERC: Chatham Sheet Metal,Inc. INSURERD: P.0.Box 1266 West Chatham,MA 02669-1266 INSURERE: _INSURER-Fz:_ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD B POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 AUE TOCLAIMS-MADE OCCUR 8500052832 10/01/2015 10/01/2016 DAMpREENIFII MISEs Ea oca rence $ 100,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY a JECT LOC PRODUCTS-COMP/OPAGG S 2,000,000 OTHER: $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT S 1,000,000 Ea accident A ANYAUTO 1020006346 10/01/2015 10/01/2016 BODILY INJURY(Per person) S ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per acddenl) S X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE S AUTOS Per acddenl S X FUMBRELLA LIAB OCCUR EACH OCCURRENCE S 4,000;000 A EXCESS LIAB CLAIMS-MADE 4600052833 10/01/2015 10/01/2016 AGGREGATE S 4,000,000 DED I X I RETENTIONS 10,000 S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE - ER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN V9WC665702 10/01/2015 10/01/2016 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? F N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT :Sr 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101 Additional Remarks Schedule,may be attached if more space is required) Plumbing,Heating&Air Conditioning Contractor --General Liability Endorsement 30AP2037 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Transfer of Rights of Recovery and Per Project Aggregate as Required by Written Contract --General Liability Endorsement 30AP2039 Provides:Additional Insured-Contractors-Completed Operations Coverage As Required by Written Contract --Commercial Auto Endorsement 26AP1034 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Waiver of Subrogation --Workers Compensation Includes Blanket Waiver of Subrogation as Required by Contract 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 REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Tlie CoTnniorr.?vealtlr of h�assachasetts Departaner t o,f birdustrial Accidents ' f3,,#,f rr.e o,f Investigad airs 600 Washington Street Boston,Mi 02111 y 4 fvYvw.T1ras .go-v1dia Workers' Compensation Insurance Affidavit:Briddei-sJContractGrs/Flectricians/Plumbers Applicant Infoi- ation (� Please Print_L_egibly I1atne Bususe �OrganizasonlFna i.dnai). 1try GJ. pc_ Address.- a3% City IStatelZip._W,(�_JX,O \yQ g4, Oa:���r Phone Are you an employer?Check the appropriate box- Type of project(required,).: 1 4. I am a general contractor and I I am a employer urith '1� ❑ �. New construction. employees(full andlor part-time).* have hired the sub-contractors ❑ 2.❑ I am a sole proprietor or partner listed on.the attached sheet. 7- ❑Remodeling s and haire no employees. These sub-contrac#ors have �P p � $. E]Demolition wod:ino for me_in any capacity. employees and ha,,-e workers' [No�;orlcrrs'comp_insurance comp.imurance.l 9. ❑Building addition required_] 5- ❑ We.are a corporation and its 1'G-❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11_❑Plumbing repairs or additions my-self [No workers'comp_ -right of exemption per MGL 12.❑Rflofrepairs insurance required.]i c.152, §1(4k and we have no emTloyees.[No workers' 13-0'Other comp-insurance required.] 'Any sppHcmt:fatcheeksbox�lamstalsofilloutthesectionbelowshnzcingtheirwodiers'compmsatianpolicyinformzdon- m 1 HoeDwners who submit[his afiidat u imdic tin.g th'Y am damp all wCk and then liim outside r-ont maors must submit a new affidavit indicating suclL :C'ontmctors lint check this ban mast attached.aa additiansl sheet shotcmg the name of the sub-ccntrzmrs and state whether or not those enrities have enV)oyees.If the sub-coatractoeshace employHs,they must pmtdds their worken'comp.policy number. I urn an einpLoyer thatis pronzdhig workers'congwisah'orl hLvinuice for. lily eniployees. Below is the policy rend job site irrforrrcrrtian. . Insurance:Company IN=e:_ �k I O NQ V.i U.) fit la Ar Policy 44'or Self-ins..Lic_ :_ Expiration Date: V'J I 1 Job Site Address:. � \\ —oe v. o S (� City15tateaip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration ante.). Failure to secure coverage as required under Section.25A of MGL c- 152 can lead to the imposition of criminal penalties of a fine up to$1,50G.00 andfor 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_ Be adtised that a copy of this.statement maybe forwarded to the Office of Investigations.of the DIA for insurance, Q coy erage verification_ I do Hereby certi �rlrrder tl'ieprurts and pertattes v,fFPrjrar}�flratfltcr in;forrriafcart prmrbed abol�e.ubu amrrt correct Signature- Date: � �1 YJ' I5 Phone Official use only. Do not write in tins area;to be completed by city or totim officiaL City or ToT% ; PerndtUcense# Issuing Authority(circle one): 1.Board-of Health 3.Building Depai-Iment 3.CitylI'own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Uther Contact Person: Phone#: TOWN GAF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 r ? Q Application # 0/ V y /v Health Division Date Issued 0V Conservation Division _ '' „Application Fee Planning Dept. ,T Permit Fee Date Definitive Plan Approved by Planning Board R" Historic - OKH _ Preservation/ Hyannis 0 L15 Project Street Address ? �� 6'�<<l l.AXce u Village 1 Owner S Address &Y- Telephone t1ei 0 Permit Request b Ca e3 Square feet: 1 st floor: existing proposed / 2nd floor: existing proposed Total new Zoning District ,�,,,,, Flood Plain G undwater Overlay Project Valuation �1VV Construction Type Lot Size t2��f Grandfathered: ❑Yes XNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Flo On Old King's Highway: ❑Yes S�No Basement Type: )Full Crawl ❑ alkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 0 Half: existing new Number of Bedrooms: existing,.�_ ew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ; Gas ❑ Oil ❑ Electric ❑ Other Central Air: ACYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size Shed: ❑ existing ❑ new size _ Other: 1v-74 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes J21Ne If yes, site plan review # Current Use _� f--�� Proposed Use %.11 ( ) APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address License Home Improvement Contractor# Email - — Worker's Compensation # f 7 SUO�2 2 ALL CONSTRUCTION DEBRIS RESU IN G FROM THIS PROJECT WILL BE TAKEN TO r r-L SIGNATURE DATE� /�'� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAR/PARCEL NO. R ! ADDRESS VILLAGE '[ .OWNER k t• DATE OF INSPECTION: t FOUNDATION FRAME 'INSULATION Zt FIREPLACE y 4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 1 GAS: ROUGH- FINAL FINAL.RUILDINQ ti - k ,r DATE-CLO.SEDbUT 3 ASSOCIATION PLAN NO. i C I insurance 2012 r, ��6�� ����I��g� } Iwo k��6��y 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 503-790-3517 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 1 508-771-2900 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 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 10/12/08 11/13/15 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 12/01/15 I Department of Industrial Accidents m _ face ofLivest`igadans ` 600 Mashing ers Street ` BostLryLan,.1�� A/0�T2,111 dia Workers' Compensation Insurance iFdaidt: B idig°s/Cortra.etG.rs/Eleetrieians/g-.limbers A pHeant Inioymation Please PrInt I1egibly Name (Business/Organization/L•cdividual): . f Address: City/Statelzip:C fry'el, U- 0'260_�2, Phone�: '� 7 Are you an employer'?Check the•ippr6priate :• Type of project(required): 1.❑ I a-,n a employer'AviI 4. I a1n a general contracocr and I 6. [9New construction . employees (full and/or paTt tune).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t � Remodeling ship and have to employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp,insurance. 9• ❑Building addition [No workers, comp.insurance 5. ❑ v,Te are a corporation and its required,] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all work: right of exemption per MGL ILEI Plumbing repairs or additions mys elf [No wonders' comp. c. 152, §1(4),and we have no 12:❑Roo f repairs insurance requirai t employees.-[No workers' 13.0 Other comp. 'insurance required.] *Any applicant that checks boi#1 must also El out the section below showing their workers'compensation policy infoimation: t Homeowners wbp.submit ilus affidavit indicating they are doing all work and theri hire outside rontractbrs must submit a new affidavit indicating such. $Contractors that check phis box must attached an additional'sheet showing the name of the sub-contractors and their workers'comp..policy info=ation. cart an enaplayer that ispravidingivarkeFs'cOF1Zpensadort iFnsuraF4ce for•my erployees. Below is thaF-olicy and job sPee LFZfOT F?tEF.ii<t73. • Insurance Company Name: � �y �°�e! Policy#or Self-ins.Lic.#__ 00 73 6_0 6.Z3 . _ Expiration Date: �/t Job Sitenddress: City/Ste/Zip: 1.�� 6 2`` 3'� A±ta.eh a copy of the warkers' comp ertsat on policy declaration page(sh-owbigthepolicy number and expiration date). Failure to secure coverage as required under Section 25A of MGL e. 152 can.lead to the isLpositson•of.criminal penalties of a fine up to$1,500.00 and/or one-year iaprisonment as well as civil.penalties in the folrn of a STOP WORK ORDER and a fur e of up to $250.00 a day.against the violator. RP advised that-a copy of this staVmat maybe fore irarded to.the Office of Investigations•of the DIA for insurance coverage verification. l do,Iter•eby der-ttfy Under the pains and petralttes of pe YaYy that fire trrfor°rnadian provide d abase is true dad coo-r•eC u7:�atllrF.: 'e¢.•� D3tt: ':7IY1 Phone T: UqO Official use anly. .l3©not-H Hite in Elms area,to be completed by city or<r'c.•la'1r offcla-L City Crr ToRm: Fermi{JLicense 4 Issuing Authority (circle ane): I.Board cf ealthL 2.Ruilaiug Departnnent 3. CitylTri,,maberk. 4.Electrical)sispeetar �.l''Im,1�,rg lnspeEta,r CV. other Cantact:e`er ti aw Phone 4: VMassachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor 3 License: CS-005645 BRUN T DACEY= PO BOX 95 ", Q,:;J CENTERVILLE MA 02632._4,5 ; Expiration Commissioner 04/19/2016 S •. 4°F3YETp� Wu of Barnstable. .egul.atory Sep. 'lees e Thomas F.Geiler,Director Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,b arnstable.m.us 6ffice: 508-862-4038 Fax: 502--790-6230 Prop eA7 Own ei r Must Complete and Siom "lis Section If Using A Builder I, the subject property herby authorize to act on my behalf, in all matters relative to.wol authorized bythis Ending permit application for; , Ct t (. dhr-ss of job) Sig41e M01,7-ue,-7 Date Print Name Q;FOF NIS:O1�rnEP,PxRA21SSIOII AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................... .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q '1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................8<_ 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q BuildingWidth,W ...........................:...................................(Fig 3).................................................. 52 ft <—80' Q BuildingLength, L ..............................................................(Fig 3)....:...............................................74 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................1.5 <_3:1 Q Nominal Height of Tallest O enin 2 ....................... ..6'-8"<_ 9 P 9 ...................(Fig 4)................................................ 6'8' 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).............................,.................,,................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................... ................................................................ N/A 2.2 ANCHORAGE TO 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).........................................12 in. s 6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in.>7" Q Bolt Embedment—masonry......... ...............................(Fig 5)............................................ in.>_15" N/A PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x'/<" Q 3A 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 s d N/A Floor Bracing at Endwalls...........................................:.......(Fig 9).................................................................... Q Floor Sheathing Type ...........:............................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_10' Q Non-Loadbearing walls.........................:.......................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q Wall Story Offsets ........:.................................(Figs 7&8)............................................—ft <_d N/A C y AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)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 Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft_>0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no. of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..........................................6 ft 0 in.<_11- Q SillPlate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_11' Q Full Height Studs (no. of studs)...................................(Table 9).............................. ..............................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in. <_12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in. <_12„ N/A Full Height Studs(no. of studs)....................................(Table 9)........:.....................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 '_ "5 SheathingType..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........:............ Q Maximum Building Dimension, L Nominal Height of Tallest O enin 2 '_ "< Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)...................................................... 15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed?............... [� 0 AWC Guide c e to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............. ...............................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T=_plf N/A Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)...................... Lateral(no. of 16d common nails)...(Table 14).......................................L=_lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ......................................:........5/8 in.>7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...........................................................8d Q DELUXE VILLAGER MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)1 -WHEN THIS EDGE FWM ON FRAMING US£81 NAIS A-f 6b.c. -IT—_-- --- _, 11 Ir 11 1 11 Ir 11 1 Y 1-I II 11 11 1 11 11 11 1I 1 r II 11 11 11 11 11 M 1-I r 11 11 1 1 11 11 II Il 1 r 11 ;I 1 1 1 d 11 Ur EJ 9 -d n � a Ir � n rl 11 11 � 1,1 II WZ li r .. 1t Q 11 11 p 1 11 6. U rr W 1 1 111 1 1 Q [r W 1 I1 11 - 1 II n rl 11 I t - � NAILSP'ACING I i See Detail on Next Page Vertical and Horizontal availing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 a i r ®R i r r r ti r r r <i m LU r p na FRAMING MEMBERS ® I f i r EDGE RdiFJ�MEDIA7E "r• r i 1 - � r Z MIN. STAGGERED 3•M�1 MAIL PATTERN PANEL PANV—EDGEDOUBLE MAIL EDGE SPAC84G DETAL Detail Vertical and Horizontal Nailing for Panel Attachment ID Home Energy Rating Certificate Rating mber , Certified Energy Rater Chris Mazzola Lot 109 Cotuit Meadows Rating Date 10/21/2015 Cotuit, MA Rating Ordered For Bayside Builders Estimated"Annual Energy Cost Use MMBtu Percent 5 Stars Plus Heating 35.3 26% Projected Rating HERS Index: 65 Cooling 2.4 8% Hot Water 15.4 10% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 17.6 56% ' General Information. = - Photovoltaics -0.0 -0% Conditioned Area 1512 sq. ft. House Type Single-family detached Service Charges 0% Conditioned Volume 14391 cubic ft. Foundation Unconditioned basement Total 70.8 100% Bedrooms 3 L 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. 2012 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 60.00 CFM25. Ventilation System Exhaust Only: 45 cfm, 6.0 watts. Programmable Thermostat Heat=No; Cool=No Bui ding SheWFOatures Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lightsan;d Appliance wFeatures Sagamore Beach MA 02562 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: 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. ` x c� Z o Uf 0 � Z n Q o in J - r ❑® ,mU lL UP ® ® ® ® 1 A _ ° ®®�® w - _ mw FRONT ELEVATION ¢ O SCALE: 1/4' a I'-0^ ' MM SMOKE DETECTORS REVIEWED W m IL UL T LE BUIL ING DEPT. DATE x FIR"DEPARTMENT DATE - O - BOTH SIGNA'URES ARE REQUIRED FOR PERMITTING W Q Z l� LU �p J �N6 W N A ® O ' SWEET - L__-J �I REAR ELEVATION I SCALE: 1/4" - I'-0" ' JOB: I517 DRAWN BY:KN ' DATE: 10/2B/IS � dN m z O r~ L V +. 4! F, r..r o Q10 w O v IF- w dB ULL M�M w O W 0 w N � w On LEFT ELEVATION Z SCALE: 1/4" - I'-O" m O - - im m IL ' to 3 Bp z Lu to z off a 1- �LUo w ® v I w N_a- o O------------ o J -------------- SHEET RIGHT ELEVATION " 2 SCALE: 1/4" - 1'-0" JOB: 6 IBI'/ DRAWN BY!KW DATE: 10/2B/IS 23'-2' A Ib'-0° ✓ 24'-10' ��}} 19'-4' —II'-10' -- _—_---- IT-0 15'-4' W,w ^ III ' v h 2 BUILT I v a SHELVES ABOVE 2��P 2A EJf .o 0 r 2" 1 ---------- - 2 I''I �• R VINtl y CJ RPET a -- a 9 LIT IN DINING qnI I� SIKJWER Y O — —-- C ------ VAULTED CEILING f - ■■■**■ ', ~ . I/2 WALL Yib'HIGH �' ----------- la-b' FLAT 7 W r ¢ _ GREAT ROOM ? MASTEoRK BEDROOM '-' g; 4--D° o v ~ n >- Cb � m 4' 3'-10' 6'-4 t .1 ASTER U) to O TW 2M10 - 2p ® p - B TW 24410 w - - -B' Ia-4' - 2 O 30 VSSI 60 T/B' r ____ ----�11 BU�BT YILN I 2 TILE Ip O /CW' z GARAGE i 1 - In v sHELv Aawe a O b LIN. /y� I CONRETE SLAB �_ _ _ _..� g ��..�..� L ��.mm=..�.+s- L� W O PlTfll TOWARD DOOR50 ® 21 } a D. 't , -�. M I ` _ g* FLAT CEILIN ( ? ♦�-11 �Y KITCHEN REF. 1 ® i0 �+ ° RAI9ED CEILING c12 s pty•I OAK m 2 BATH 24 5/B'x 24 5/5' +1 Oj O �� 1fi Ip TILE - la-Or NOR OYER 1 OAK 3 T'-O'x'-�O.W.DOOR - O CONCRE-fE APRRJ 1 -- �q 2 ' p 4 TW 2*110 Q = - 2 — W T'i-10' Y y2-8' -10' ------- ---��----- 10,-6';CATWMR4 CEILING 1 - R O lD Q � BEDROOM #1 BEDROOM #2 � _ a�O J CAR - PET c GRPET (L c c O u 91 w, 2 I 6==z; us.a R x 9'-0' 2'-6° 8'-9° 2'-3° b'-O' b'-O' 7'-0' 7'-0° SWEET •• -0' 14'-0' FIRST FLOOR PLAN rob: 1517 SCALE: I/4° 1'-O" ' DRAWN BY:KW DATE: 10/2B/15 4'-4' IS'-0' 16'-0' 29'-4' d7 -____-' __----_-_---\__ _ _-_� I� . 5 2• ~ 0 in -2-a.B GIRD rrYI^t 4x4 P.T.POS n Yf I GALV.M AL PO"T AN -- -- ♦N a'SONO TUBE'PIER I - V L Tl' BIG FOOTING 2' 4'-B' 4'-B' 1 2'i I -�r LfA1 I J I I I' I B'la ICI W C J L J L ____ - - 9EAYI POCKET - - - -__ __- - ___ BEAM POCKET - :I U IL UP B T-q'cDNc.WALL I - I I I - Ib la CONTI FOOTING TTP. 14'-O' T'-B' I M W Q _ - w Cr ... I I t t IJ I 10• I 2 , I 'I - I ;I L1J S I DROP i _ L I Y..II � W 0 1 = j ` alga. fvo r ands - 2aa'. '91 2xla. I GARAGE I L o t� 6� L o Ic•O.c� I v w•o.A� � #I# W CONRETE SLAB L x P,TC TOWARD DOORS POINT LOAD r T B POCKET I t�� I aclsa6•xu•FOOTEING I ¢ — m O I - I r _ I l L J W Q 6Saa C INUOUS FOOTING TTP - r I o I -I FULL BASEMENT 6/8'ANCHOR BOLTS I •..I L `J 3 IlY CONCRETE SLAB NOTE: I I DROP WALL UND `I - y EMBEDDED 7° SLAB•DDDRS T1P IT'I r 5PACED 32°O.C. c I I I Q 12' FROM CORNER5 m .. -------- -J .11D L-J WASHERS 3°x3°I/4 I' 3 .3 •.:..� I BEAM KET - o -------- --� I O _ I L. _ _ -- — LU -:I LU Q L 5-2no GIRDER I a W 0 J I _ � Q I \ \ 90'x30•xl2'CONCRETE PAD TTP. o V 4x4 P.T.POST W.7'-9'CONC.WALL 6ALV.METAL POST ANCHOR 16'xl'CONTINUOU5 FOOTING TTP. I 10-'SONO TUBE'PIER W/ 9- 6- ::� BEAM POCKET I N 2Z''BIG FOOD FOOTING TTP. •% r — — '< ''.L----------J:. I J j/J�\SHEET 14'-0' I6'-O' 14'-0^ B-0' / 4 64'-O' FOUNDATION PLAN JOB. 1517 SCALE: /4^ 1'_O+ DRAWN BY:KW DATE: 10/25/15 v tN0 zN O I�..I two n r Q w w O p � r � w U J RIDGE VENT _ - � 2+12 RIDGE BOARD MW� y.� . Y ASPHALT SHINGLES O N O � n. 3 12 ` n R49 F.G.1N3UL. Uw/ m t/� 1+d y J' ><6.IG•D.C. hee w W W ` m ill Cz (2)1 3/4'•11'LVL ° Z bra stRAPPINGB GREAT ROOM ii KITCHEN pQ 6. F.C.GM BD. m 2 BETWEBV GARAGE!LIVING (3)212 HDR" POST IN W4LL—�� I..Tr TIG BEAD BD. M AREA eETOND 0 e'col F W (� Q, GARAGE - - -1 v b TAG 9/4'PLTYlOOD - q - - M F.Ji L. SOLID BLOCKING RZI F.G.INSUL. R 30 F.G.INSUL. Ill•CD%SHEATHING q'CONCRETE SLAB /R.C.CLAP B PITCH TOWARD DOORS /W.C.5HING - Q I� IDES REAR N P.T.WO.I0 O f, r (3)2 10 GIRDER TTP. 4 4 P T.IPOST e i 10'CS1NC.E-0 PER U W GALV.FIETAL POST ANCHOR ••,. 5 I/2'STEEL 10''SONO TUBE'PIER W/ f. 0'r30'><12'FOOTING 'BIG FOOT'FDOTING TYP. ` 3 Ill'CCNC.9LAB W Lu q-9' 19--3' 24--0- 26 p' $N(3 - J SECTION "B" SECTION "A" SCALE: 1/4' 1'-O' SCALE: 1/4° P-O" , SHEET JOB: IBIT DRAWN BY:KW DATES 10/28/13 � N z o w 4w o zsn .J MM U p W W � _ � o W (CO. n Qo GARAGE }� w Q Z mo F� m m a N 3 O Z Z� J W J - Ib'-4' � N 0 SHE E T V FIRST FLOOR FRAMING PLAN JDB: 5„ SCALE: 1/4° - I'-O" DRAWN B7:KW DATE: IO/25/15 Z o Ln g in Ln QW w O r xLo ULL Q MM W it 'd' RAFT arras r I roa QI O W cr �.• 2r12 RIDGE - �/� An o O 12 RI E W a Z O 2c12 RIDGE O m � m (L N BEARING WALL 3 Z LU �.. W D 'BUILD OVER' VALLEY u O v O U � 'BUILD O'✓ER VALLEY' N O R' N H O J. 26'-0' ROOF FRAMING PLAN SHEET SCALE: 1/4" A 7 Nl�.ST. i51'/BY:KW: 10/28/IS 1 EMEND HOR TO CORNER— 2x6 DBL TOP PLATE - RAFTER-®.16"O.C. FULL HGT.STUD5 JACK STUD NAIL TOP PLATE APPLY SIMPSON I'ISTAIB CONNECTOR - H2.5®EA.RAFTER F OF HDR V TO B W/2 OWS OF Ibd NAILS �„n ON THE INSIDE FACE OF HEADER O.C. s TO EACH JACK STUD - STRUCTURAL PANEL —_ HEADER TOP PLATE - NAILED Bd COMI'ION CONiINUWS HEADER O 3-O.C.EDGE AND FIELD CORNER TO CORNER OVER MULTIPLE OPENINGS DOOR TRIMMER STUDS ORAFTER TO PLATE CONNECTION SCALE,N.T.B. u W-B/B'ANCHOR BOLTS II V /3'x3 PLATE WASHERS II - - EACH NARROW WALL SECTION _1 DOUBLE ROW T'l STAGGER NAILIN BOT _ w ' INTO H PLATES 2x6 DEL TOP PLATE � !1 h VERTICAL STRUCTURAL PANEL {' E,� NAILED Bd COMMON C3 NARROW WALL BRACIN AT ARA E DOOR nao 12- NEDELD SCALE:N.T.5. O - WIND ZONE COMPLIANCE. W- 30%OF EACH WALL RUN VERTICAL 5HEAPHIN6 WI I'H -- w NAILS 3' EDGEAV FIELD (4)1&d NAILS PER FT BOTTOM PLATE VERTICAL DOUBLE RDW L- 16%OF EACH WALL RUN 1 STRUCTURAL PANELS f STAGGER NAILIN BREAK ON SECOND FLOOR - - VERTICAL 5HEATHING WITH RIM JOIST INTo BOTH .LIN 2x6 DBL TOP PLATE bd NAILS 3' EDGE/12' FIELD _£ (4)16d NAILS PER FT BOTTOM PLATE O J V w W 5.61f i. SECOND FLOOR W Q Agg VERTICAL 'R VERTICAL ^{ o 5TRUCTURAL PANEL �� STRUCTURAL PANEL , NA LED Bd COMMdJ �p. NAILED Bd COMMON '�N Q •3"OG EDGE K� AND]:C.I HEDGED x" NT•113E AND'12'IN FIELD 3'd '&5 j DOUBLE ROW P ,�� SDOUTABLE ROW Yt 0 STAGGER NAILIN L� R•`% GGER NAILIN ^Yi .\X _. � INTO BO%AND SILL - iL, a� INTO BO%AND SILL . ..y� 41 SHEET . FULL HEIGHT SHEATHING -SINGLE FLOOR -SINGLE FLOOR �I FULL HEIGHT SNEATHIN -MULTI FLOOR I O SCALE.N T.S. A-t SCALE•N.T.S. JOB: 151T DRAWN BY: KW DATE: 10/2b/IS TempParcelEdit _ Page 1 of 1 Zlil t }' ' Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel retail New Mapparcel: 002 002 109 Street Number: 00000 Unit: Dev Lot LOT 109 I - Road Name: PHEASANT HILL CIRCLE T R i Sec. Road: DOVETAIL LANE ' T/R. Villlage: 07 - COtUIt l� Part of M/P: ]MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Uptda e Delete AdtlAnothel�{ httn-//i sso 12/Tntran et/Prondata/Tem-DParcelEdit.as-Dx?ID=Add 1/16/2008 1 i Foundation Certification in Barnstable, MA Prepared For : 29 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-109 Baxter Nye Engineering & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J y g 9 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 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 @ Deed Book 21059 H y Page 158 Phone — (508) 771-7502 Fax - (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale 1" = 20' 11-06-2015 Job Number: 2005-214 N/F COTUIT EQUITABLE HOUSING, LLC DEED BK. 21804 PG. 41 PARCEL ID: 002-002-340 OPEN SPACE M 00 1 Q , Z N/F ERICA M. SILVA DEED BK. 27681 PG. 328 PARCEL ID: 002-002-108 a N/F DANIEL '& HEATHER VINCENT DEED BK. 27322 PG. 23 PARCEL ID: 002-002-110 ' ti � 1)0 h ry T C p / EXISTING FOUNDATION LOCATED 11/06/15 2 01 ^ 0, y4. LOT 109 12,721 f S.F: 2 0, 0.29f ACRES / 2¢0, Q� doh I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF . . OF MASS BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21,059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. 1 i MpLL04 cn THIS PLAN' IS NOT TO 'BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. No,48687- te.. Np SUR`I REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE Iei)iS Foundatio n Certification in Barnstable, MA Prepared For 29 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-109 Baxter Nye En in eerin & Surveying Zone X (unshaded) 0 FIRM Community Panel Number 0250001 0539 J y g g Y g Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. 0 Deed 78 North Street, 3rd Floor Book 23161 Page 59 Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 Hyannis, MA 02601 Page 158 Phone — (508) 771-7502 Fox — (508)-771-7622 Minor Modification No. 1 0 Deed Book 22249 Page 282 Scale : 1" _ 20' 11.-06-2015 Job Number. 2005-214 N/F COTUIT EQUITABLE HOUSING, LLC DEED BK. 21804 PG. 41 PARCEL ID: 002-002-340 1. OPEN SPACE co a z N/F ERICA M. SILVA DEED BK. 27681 PG. 328 PARCEL ID: 002-002-108 N/F DANIEL & HEATHER VINCENT , DEED BK. 27322 PG. 23 PARCEL ID: 002-002-110 3 ^`V Ih N q0VOL CV >>01 79 0' EXISTING FOUNDATION LOCATED 11/06/15 2 0' �o V �2 0 LOT 109 , 12,721 f S.F. 2.0, 0.29f ACRES 24.0, J NJ N ro , Opt 52�� - o�h L.69 8 , _ t i 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 �'00F, BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO ya . cy SHAME PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A o G SPECIAL FLOOD HAZARD AREA. M' o MALLON u� THIS P ANN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH ,PROPERTY LINES. ;ONO 48687P� SURNI REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING &-SURVEYING DATE Foundation Certification in Barnstable, MA Prepared For : 29 Pheasant- "Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-109 Baxter Nye Engineering & Surveying .Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J y I 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 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 y Page 158 Phone — (508) 771-7502 Fax - (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page.282 Scale ,: 1,, 20' 11-06-2015 Job Number 2005-214 N/F COTUIT EQUITABLE HOUSING, LLC DEED BK. 21804 PG. 41 PARCEL ID: .002-002-340 OPEN SPACE Co o Z N/F ERICA M. SILVA DEED BK. 27681 PG. 328 PARCEL ID: 002-002-108 N/F DANIEL & HEATHER VINCENT DEED BK. 27322 PG. 23 PARCEL ID: 002-002-110 'IV I � 'CV Cd \� • r9 0 _ f EXISTING FOUNDATION LOCATED 11/06/15 V 12 01 �� 3r a' y LOT 109 \� y 12,721 f S.F. 20, ,0.29f ACRES 3 ,1 24 0, N s82• sS27b` 40 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 BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO Of MASS'9 PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. SHMANE G� THIS PLAt4 IS NOT TO BE RECORDED NOR.IS IT TO BE USED TO ESTABLISH PROPERTY.LINES. o MALL ON No.4868687 REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE lq�� SUPN� GENM TES: I. 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 PLA) 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONI AREA OF MINIMAL. FLOODING. 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN AC.E.C. (AREA OF CRITICAL ENNIRONMEI M CONCERN). 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HAWAT OF RARE a WILDLIFE PER NHESP MAP OCTOBER i, 2006 "ESTIMATED z HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLA PROTECTION ACT REGULATIONS (310 CMR 10).- SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP' \ MAP OCTOBER 1, 2006 `CERTIFIED VERNAL POOLS.' 66.5 SITE IS NOT WITHIN A PRIORITY KWAT PER NHESP MAP OCT08 x 10T-108 1, 2006 WIORI Y HABITATS OF RARE SPECIES' FOR SPECIE THE 65.J "3.-r UGC CMR� ENDANGERED SPECIES ACT, X ����"� -- c '�b�; LOT 108 /�y� SITE IS WITHIN A STATE APPROVED ZONE N GROUND WATER •5 / w• RECHARGE PROTECTION AREA � LOT 110 �„ x A ' 0 \ , j SMH 1#32 ° �V� ,.� _ _.,'�`y H // ;,,i INV IN-56 01 66.0 2 O 66.1 _� //INV T i IN 5.6 PROVIDE (1) 6' DIA. x 8' / 64 7 -55. 1 S ' 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE LEACHING BASIN W/ 1 ST E / �0 65.0 / �' �' SUBDIVISION CONSTRUCTION PLANS FOR SURROUNDING (OR ALTER ATE b b�0 S INV.�55.87 / ,` ; COTUIT MEADOWS, DATED --.� EQUIVALENT VOLUME OF ao CF) PROPOSED w / 6�25�07, SHALL HEREBY APPLY TO THIS SITE PLAN. �' / /V CONNECT ALL 64.50 O HOUSE / Ci //� ,� i j 2. ALL GRADING, DRIVNAGE,...AND;-UT,�UTY NOTES ON SHEET C-5 FROM S DOWNSPOUTS G x 64.50 FF=68.0 / Q'' `` ; / THE SUBDIVISION CO *d&1;. .ANS FOR COTUIT MEADOWS, 6&76 x / S INV. 2. / , DATED 6 O7;°�" Wi.L HEREBY APPLY TO THIS SITE PUW. '� VEGETATED 2 / �•78 ' O' 3. SEWER BUILDING CONNECTIONS: \ 63.�1 LOT 109 // / pip/, \\ S \\\ C FIN GAR A (02 LOT 109 0 •0 O ' //� i ' !' - MIN. COVER SHALL BE 3 FT. . 10 1 f S.F. 65.0 // - SET C .AND.�fAN�lTAIN CILEIIRIWCE FROM OTHER UTiUTH TOP=63.5 o m o , 30.0, x � �o , \J \ 8 S 80TTOM-62.5 0.2 ACRES g� / M� 4. AS REQUIRED BY B��RNSTABL.E DPW. c \\ `. /�IG� ?o a �`�/ / w S 2.� +b o - MINIMUM `V SLOPE SHALL 2.1z. �N S 64.50 s � A0 ` '!''��� 3' ..�� - v • A of ST 90 � �\ \ -� -�C` 66 `�qr /� ,� �^,; Cotuit Meadows Subdhrtslon l x c/ S o?� U72 -� :� �• // ;��� ti //� r Cotult-Barnstable 141nssachuseits C 3.2t \� \ /Y 62.5 'ta � 65'SQi 4.62/,� � \ \ ��\� \ !y' PREPARED FOR G, \ \ s y �, ti '` COTUIT E VITA LE 0� ., ` ) � ,� �,// Q HOUSING, LLC 3.9x ' Q \ ,.\ "/ // 4� Pe 0. BOX 95 , '�' ...., p89•ai CURB ,,/ Centerville, NA OU32 \ �\ A. x 65.0 frG� THE IN L" i* w�/ / ,' Site Plan INV OUT-84`e8 // Lot 109 ~ Pheasant Hill Circle S INV. �! =55.1� `�`. ` :i s �5'�� ` -`'� BAXTER NYE ENGINEERING & SURVEYIP 65f ��v Registered Professional � s ,---�� Engineers and Land Surveyors \\ �� D b // 78 North Street,3rd Floor,Hyannis,MA 02601 S G Phone-(508)771-7502 Fax-(508)771-7622 20 0 20 40 SCALE IN FEET SCALE: 1" = 20' DATE: 11-02-1. IH of REV. DATE: REMARKS MAW. ► LOT404 EDDY CPA ,No.43183 fDRAW MAW f At O. 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214