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Home My WebLink About0218 OCEAN VIEW AVENUE are�� e Town of Barnstable l Building "? J � �C ran & �isg Post This Ca,`rd So That rt is Visible,;From tF¢ie,Street Approved Plans Must,be Reta�nedion Jobantl`thls Card Must be Kept z Posted Until:Final Inspection Has Been Made �' F ° iWhere a.Cert�ficate;of Occa anc �sRe, uiredsuch Buildm shall NotFbe Occu ied-:u,ntil a F�nal`Ins, ection has'been.made Permit ... Permit No. B-19-107 Applicant Name: James fellows Approvals Date Issued: 01/14/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 07/14/2019 Foundation: Location: 218 OCEAN VIEW AVENUE,COTUIT Map/Lot 033 036 Zoning District: RF Sheathing: Owner on Record: WHITE,PETER T&JOAN A ContractorName James D Fellows Framing: 1 Address: PO BOX 870 i Contracfbhicense CS;040858 2 .... . F COTUIT, MA 02635 4, t Est Protect Cost: $4,500.00 Chimney: Description: Window replacement(1) ` Permit Fee: $35.00 Insulation: Project Review Req: Fe aitl 5.35.00 Date 1/14/2019 Final: Plumbing/Gas Rough Plumbing: T 10 Building.Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authoed by this permit is commenced within six months after,issuance. r Rough Gas: All work authorized by this permit shall conform to the approved applica1.tion and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures-shall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street,orjoad•and shall be maintained open for public inspect on for the entire duration of the work until the completion of the same. , Electrical The Certificate of Occupancy will not be issued until all applicable signaturesgNb'y he�Buildingiand Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have.access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1 1—1 3—?0 1 3 a iD OL Town of Barnstable Regulatory Services s Thomas F.Geiler,Director MAM �AOtNEiI'ABLf:, ►. Building Division Tom Perry,Building Commissioner 200 Main zStreet, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL.BUILDINGS ASSOCIATED. WITH RESIDENCE We, Peter and Joan White the undersigned, being the owners of property situated at 218 Ocean View Avenue in, Cotuit MA, holding title under a deed recorded with the Barnstable County Registry of Deeds Book 9107;Page 216 hereby agree,certify,warrant and,represent to the Town of Barnstable that the'accessory building.to the residence located.on'the same;parce1 as above-described,which contains living quarters,,is not intended.for and Shall not be used as.a permanent,separate apartment for year-round or summer occupancy,for rent in anyfashion. The intended and:authorized use.is for the occasional guests associated:with the residential use on the same 'premises. This separate unit shall not be.used for a"Family.ApartmenV(as defined in Zoning Ordinances).which would.require application and approval of a special permit and compliance with the:Family Apartment Rules and Regulations. This separate unit shall not be rented as an apartment or as a single room,lor in any fashion,which rental would be.a violation of the Town of Barnstable's rules,regulations,and zoning ordinances. This Agreement shall be duly recorded or filed at the Barnstable :County.Registry of Deeds/Land Court for the purpose of alerting future.owners.of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with theland and'binding future owners. The consideration for this Agreement.is the issuance of a building permit and/or certificate.of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this_ day of 0 V044f27.0 201- . TOWN OF BARNSTABLE By: Peter White Thomas Perry,Building dommLssiazer Jo White ;1 dAtltUA.t, THE COMMONWEALTH OF.MASSACHUSETT BARNSTABLE COUNTY, SS. Dateo ' Q At V4 Then personally appeared the above-named (owner), made oath as to the truth of the foregoing instrument,"before me. N` Notary Publi My Commission Expires sj�-% WENDY LEE `FAIR I t Notary Public COMMONWEALTH OF MASSACHUSETTS My Commission Expires October 31. 2019 Q,word/accessoryagreement BARNSTABLE REGISTRY OF DEEDS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d Parcel Application # Health Division Date Issued �CL Conservation Division Application Fee tops Planning Dept. Permit Fee, �6 Date Definitive Plan Approved by Planning Board -- pFz ,Th Historic - OKH _ Preservation / Hyannis Project Street Address alb Village GTde�' Owner �� ✓�.t.� l�i'h%i� - .. Address DAD 90 Telephone �P�7' ? Permit Request . �� ' �l9by✓1 � GtJ� ��. Square feet: 1 st floor: existing proposed PiiV 2nd floor: existing proposed Total new/7/8 Zoning District Flood Plain Groundwater Overlay Project Valuation D Oo-w Construction Type �' � Lot Size Arg Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family C/ Two Family ❑ Multi-Family (# units) Age of Existing Structure~ Historic House: ❑Yes C�No On Old King's Highway: ❑Yes I No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Otherlr� � c�.�e, 3 Basement Finished Area(sq.ft.) 1611I- Basement Unfinished Area (sq.ft) �✓ Number of Baths: Full: existing new Half: existing _ new Number of Bedrooms: existing r new Total Room Count (not including baths): existing new Z First Floor Room Count Heat Type and Fuel: lr0 Gas ❑ Oil U(Electric ❑ Other Central Air: YYes ❑ No Fireplaces: Existing New Existing woocNeoal stove'❑Yes ❑ No Detached garage: ❑ existing CR/new size_Pool: ❑ existing ❑ new size _ Barn: LI existing L'-Aew size_ v 03 Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ..� r„►9 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �^? � s Commercial ❑Yes . ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name &31 Telephone Number X arod� 7 Address 77iei, 1-0 U2-ee3J' License# Home Improvement Contractor# 1,016®eP Workers Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �� L 1� 7 , �fUr1 Coc✓STlz v' A/ 2)c��4.��5'7��L � l �'•�.• ,tsOcx/�l� SIGNATURE DATE l I tr " FOR OFFICIAL USE ONLY 'F APPLICATION# t DATE ISSUED MAP/PARCEL NO. r. ADDRESS VILLAGE Sb OWNER DATE OF INSPECTION: 3 FOUNDATION I �13 FRAME S INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING R+ 2S) 4 DATE CLOSED OUT i It ASSOCIATION PLAN NO. { t,.w 27ze Commonwealth of Massuchusetfs Department of lndustrial Accidmis Office o,f 2itvestigadons ' 600 Washington Street Boston,MA 02111 wsw.vzass govMa Workers' Compensatian Insurance Affidavit:Bader-dConh2chwslElectricians(Plumbers Applicant Please Print Le6bly Dame ftsme&0xwa wttndivid 4: �•(r/f' Address: f O/�x Ay 5(,;, C,,.ty/Stat /Z,: T Are you an employer?Check the appropriate box: Type of project(required): 1.911 am a employer with & 4 ❑I am a general contractor and I employees(full andlorpart-time).* have hired the sub-contractorsb ��ew oonsitircEion 2.❑ I am a sole proprietor orpartner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These mb-contractors have g- ❑Demolition working for mein any capacity. employees and have worlmrs' 9 ❑Building addition INo worlmrs'comp.insurance Comp-insuran l required—] 5. ❑ We are a corporation and its lfl_❑Electrical repairs or additions 3-❑ I am a homeowner doing all work officers have exercised their 11-❑Plumbing repairs or additions myself,[No workers'comp- right of exemptitm per MGL 12-❑Roof repairs insurance required.]I c.152,§1(4�and we have no employees-[No wod=s' 13.❑Other comp-insurance required.] *Any appinkaat fat checks boa w'1 umst also fill out the sectioubelow shaving dwir wo kes'compensatiompolicp infnrmrtioa I Homeowners who submit this affidavu indicating they am doing allwmk and then hoe outside coatzacrors mast submit a new affidavit indicating mwIL YCoatmctms tbst chart this boa must attached m additional sheet shoving the name of Hie sob-m1b= rs and Mae arhedwr o<not those entities have employees. If the sub-cn ctors bwe employees,they must ymvide t udr workers'comp.policy manber. " I am an etttptoyer llrtrtisprovidirt�nrorkars'cottrpensra[ivn insurance for m?•snrpl�oysex �e�arr is titepalicJT rtnd jab srtg it farrtrcrliotL Insurance Company Name: /' Policy#or Self-iM Lie #4?S —O Z4a Al —°� J� Expiratian Date: *406i 7/«P` '�! Job Site Address:,A/f L,�9CegN 411&Qt/ l6er City&ate/2 tp: Attach a copy of the workers'compensation policy declaration page(shaving the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c 152.can lead to the imposition oferiminal penalties of a fine up to$1,500.00 and/or one-year imprisonmmt,as well as civil penalties in the fonts of.a STOP WORK ORDER and a fine t of up to'$250-00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c nder th 'is amid penabies ofpetgiary fliattlie information pro ded'uboveis lure and corraet Signature: i'2 e '� Date: Phone#: ��' �/� � •' �, iciat use oath Do not writs in this area,to be completed by city artom V-01 int City or Town Perffit[License# Issuing Authority(circle one): 1.Board of l zd& 2.$ Hftg Department 3.City/Fown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Cantact Person: Phone 9: 6 Rightfax C3-1 8/28/2013 9:02:35 AM PAGE 2/002 Fax Server CERTIFICATE OF UABILITY INSURANCE uAT>:cfuu Rmll rn F UED AS F INFORMA ONLY D RS NO RIGHTSPON E C FICA CERTIFICATE DOES NOT AFFU MATN�Y OR NEGATPAE-Y AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTnUTE A CONTRACT BETWEEN THE ISSUING INSURERIS),AUTHORIZED Uc MPORTANT:If thecadmabe holder is an ADDRIONAL INSURED,the policyow)must be endorsed. S SU13ROGAMON IS WANED,subjct to e tarns and candi'6'oas orthe poHc%eertaln pandas may require and endorsement A s. . iment on this cw ffkda does not coatbr fthts to e eM,rtl cdo holder in liau of such endorsee s PRODUCER CONTACT • NAME HOROAN INS AGCY TNC PHONE FAX FO RCX 250 I(W.No.Eft vice Nek ZMAN HYANNIS,MA 026D1 ADORE= 28XBF 00URER(S)AFFORDING COVERAGE NAK:• INSURED 1MI8IRERA: CONTINENTAL CASUALTY QMOANY A I ENTBRMSBS WC INSURHt a: RER C: INSURER V. PO Bcx 2056 INSVhtHt COTUIT,MA 02633 LNSURRt R COVERAGM CERTIFICATE NUMB REJ131011 NUMSM PIWATEM MOTWRIdTAA0M AW REOUVWAW,TRAM OR CC n=OF Am'CNITRACT OR O"M DOCULEW WRN REW T TO WHICH THIS CREWMATE MAY BEEN=OR MAY pERTAIL TMEnsuRAMMAMRMBYTHFPCUCUMD>DCMEDHEREMISS ICTTO1tt1.TN[TWEE.EXCLUSU MSANDCOMMMNSOFSUMPOLLE&IMISSNOMMMAY NAVE Dom FinawmnGm■Y PAD CLARM Na ADD POLICYErFOA7E EW CATB LTR TYrtOFdIBDRANG! L R I'OLICYMUSDndt ¢a/IpOWM P"MrfM Lam (>iEiRI3rALL1ABiLJtIY OCCURRENCE s COMMER 3 GENERAL LiABILItY JAMAGE TO REfZWCLANS MADE a OCCUR. ISES(Ea vorxtmum) XP w ren CM PMM) S &ADV INJURY S GD L AOGFEiATE LIMFT APPLIES PER: ENI3tAL AGGREGATE $ POLICY El PFto.IEcr El UDC ODUCTS•COMPADP AGO s AUTOAIOBILELIANUTY MBrn®SINGLE s ANY AUTO IMR(Ea anddWO AIL OYMED AUtOS ILY IW SCHEDULE AUTO$ P� HRED AUTOS V acddarQ S r ONOVWIED ALMOS TY DAMA E s > E A LIAR OCCUPY HOCCURRENCELIAR CLAIMS-MADE GREGATEalf ONS s A WORKERS COkWWM ON AM X WCBTATuT or�nt �LOYE SLABILITY YIN UB4278M742.13 07ASM13 07A8014 umrro ANY PFANWt OWARTWV'�E ®WA E.L.FACH Ac=ENT s 500,000 a+XE AAEMB0R E=ED? pawd4yin wo E.L.DISE-4sc-EA EMPLOYEE $ 500.000 rn'M•d`crft 1e1* EL DISEME-POLICY LIMti 3 500.000 [F cRFn0N OF OPERAT0w telaw DESCRIPTION OF OPERRTION34MCATIONSN@UCLfBMMTMCMONSWSCUkLITEMS 7w RMLACSSANY YRIt t2 MTu=ATE E""81 TO THE CBRTMCATS EOLDER AFPHCTINO WORRM COW COVSBAM CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THEABOVE DESgt1BED POLICIES BE CANCELLED 20D MAIN ST IBEFORETIVPP N ACC EI RAT AI IIE 7 .NOTICE WI L BE DEUVERED A ATIVE HYANNIS,MA 02601 1QVW The ACORD name and logo ate rag 7 marks COMIXi ng eiV REScheck Software Version 4.4.2 Compliance Certificate Project Title: Architectural Innovations Energy Code: 2009 IECC Location: Cotuit, Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 90 deg.from North Conditioned Floor Area: 805 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6137 A Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 218 Ocean Ave Architectural Innovations Colony Insulation, Inc Cotuit, MA 02635 PO BOX 2065 28 Jonathan Bourne Drive Cotuit, MA 02635 Pocasset, MA 02559 Compliance:3.1%Better Than Code Ceiling 1:Flat Ceiling or Scissor Truss 788 38.0 0.0 24 Ceiling 2:Cathedral Ceiling 96 30.0 0.0 3 Wall 1:Wood Frame, 16'o.c. 336 21.0 0.0 17 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 22 0.290 6 SHGC:0.50 Orientation:Front Door 1:Solid 21 0.290 6 Orientation:Front Wall 2:Wood Frame, 15'o.c. 336 21.0 0.0 18 Orientation:Back Window 2:Wood Frame:Double Pane with Low-E 22 0.290 6 SHGC:0.50 Orientation:Back Wall 3:Wood Frame, 15'o.c. 208 21.0 0.0 9 Orientation:Left Side Window 3:Wood Frame:Double Pane with Low-E 44 0.290 13 SHGC:0.50 Orientation:Left Side Wall 4:Wood Frame, 16'o.c. 208 21.0 0.0 10 Orientation:Right Side Window 4:Wood Frame:Double Pane with Low-E 30 0.290 9 SHGC:0.50 Orientation:Right Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 884 30.0 0.0 29 Furnace 1:Forced Hot Air 90 AFUE Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Architectural Innovations Report date: 10/15/13 Data filename:C:\Users\june.000\Documents\REScheck\Archlnn-10-15-13-2180ceanAve-Cot.rck Page 1 of REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c., R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c., R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low E, U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low E, U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E, U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 4:Wood Frame:Double Pane with Low-E,U-factor.0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.290 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 AFUE or higher Project Title: Architectural Innovations Report date: 10/15/13 Data filename:C:\Users\June.000\DocumentslREScheck\Archinn-10-15-13-218OceanAve-Cot.rck Page 2 of 4 Make and Model Number: Air Leakage: Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Lj Wood-burning fireplaces have gasketed doors and outdoor combustion air. Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: 0 Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result ofless than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring: Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showersttubs and exterior wall Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Lj Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Lj Materials and equipment are identified so that compliance can be determined. Ll Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Lj All ducts not completely inside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ All ducts and air handlers are located within conditioned space. Temperature Controls: At least one programmable thermostat is installed to.control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Lj Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. f Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title: Architectural Innovations Report date: 10/15/13 Data filename:C:\Users\june.000\Documents\REScheck\Archlnn-10-15-13-218OceanAve-Cot.rck Page 3 of 4 Circulating Service Hot Water Systems: 0 , Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F, b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'd. Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Architectural Innovations Report date: 10/15/13 Data filename: C:\Users\june.000\Documents\REScheckWrchlnn-10-15-13-2180ceanAve-Cot.rck Page 4 of 4 � t 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.29 0.50 Door 0.29 NA Forced Hot Air Furnace Water Neater: Name: Date: Comments: - . :Towerbf Barnstable : . . R t egulatory Services BUSS Thomas F.Geiler,Director. Building-Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA-02601 W wwAoYmbarnstable.ma.as Office. 508-862-403 8 Fax: 508.-790-623 0 Property Owner Must Complete and Sign.This Section If Using A Builder as Droner of the ect io subj l p PAY herebyauthorize ��TL ;��4!EE7777e,` to act on my behalf, in all matters relatiTe to wotk autlio:dzed by this building permit .(Address of job). Tool fences.and alarms are the responsibility of the.applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signatare of Applicant ?0,Y �TTI Print Name Print Name Date : Q:FORI M:OWMMPERMMSI0NP00LS 6012 _ :.Tow df;B'arnstable -- Re atoServices • ! RlRN1.TARr s .' homey F.Geller,Director X.U& _ Building Division .. _ Tom Perry,.Bnilding Commissioner. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 5087862-4038 Fax: 508-790-6230 H0M9OVVWMLICENSE EXEMPTION Please PHnt DATE: ' .JOB LOCATION: ' number street. tillage "HOMEOWNER": name home phone# work phone# CURRENT MAZING ADDRESS: city/town state zip code The current-exemption for"homeowners".-was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFTNTITON OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures..A person who constricts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building'Official,that he/she shall be responsible for all such work performed under the building permit(Section 109.1'.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with•said procedures and requirements. s Signature of Homeowner Approval of Building Official. Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for whicb.a building permit is required shall be exempt from the provisions of this.section(Section'l b9.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a parson(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed pecson.as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately'responsrble To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page of this issue is a farm currently used by several towns. You may care t amend and adopt such a fami/certification for use in your community. Q:forms:homerxempt ,Za,Zcaecc��/d� �J��co�c�aeC License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before.the expiration date. If found return to. OME IMPROVEMENT CONTRACTOR Type 'OfSce of Consumer Affairs and Business Regulation _ istration: :1'09606 10 Park Plaza-Suite 5170 e 9 xpiration: 9/21/2014 s Private Corporatio{� Boston,MA 02116 A I E ERPRISES INC ru i PETER POMETTI i 140 LITTLE RIVER RD` Not valid without signature i COTUIT,MA 02635 Undersecretary Department of Public Safety UM Massachusetts - Regulations and Standards Board of Building ervisor Construction SuP. License: CS-050457 ' PETER APOMETTI j COTOTP0 BOX 2056 MA 0205- '�,+ Expiration 0411912014 Commissioner BENCH ° 'SEA STREET 30' .WIDE) "ARK BENCHMARK EDGE OF P.!/EMENT g MAG NAIL/DISK s 72•as'oo• E FLOW LINE 265.41' ELEVATION = 49,88' i SETBACKS RF ZONE £ s • PROP D BARN g 'I _ BUILDING SETBACKS CMIN.> WITH B_ ROON— _ —.— —.— _ _ _ — — — — --- a J r(SETBACK TYP) '-7+B�V>r EXISTING GRAVEL DRIV 1 LiFF EL=50 7 W/ COBBLE STONE g . FRONT YARD 30' 112.83' X 25.0' ed BORDER SIDE & REAR YARD 15' i o SAS SYSTEM EXISTING TREE 2= I a (RESERVE' TO'BE SAVED y ti TP #4 I E STING I SEPTIC SETBACKS (MIN.) - 20, — s — — — — o BA N TO BE W LOCUS MAP g 0, 2A RA ED ::D LEACHING TRENCHES NOT TO SCALE -� 70.. to, I W PROPERTY LINES 10' BUILDINGS 20, P3T50' _g 0 1,500 - I Q w TAN I SEPTIC TANKS LiI I 3 PROPERTY LINES 10, w W 1% BUILDINGS 10' Y EXISTING ONCTET EXILj SLAB TO 1K\8 WAT TING >A BENCH BE RAZED D FOUNDATION MARK z i Q 3 GENERAL NOTES EL=48.98 a p # C TP #2 218 OCEAN TOP OF CONCRETE L) D-BOX VIEW AVENUE I W O 1. RECORD OWNER I1.0' TENNIS COURT Liv I I V WHITE PETER & JOAN m 12, 3' X 25.0' `' 122 WILSONDALE ST SA SYSTEM I vo WESTWOOD, MA 02090 ' J 0° 6 I DEED BOOK 9107, PAGE 216 �I ----- 1----------- --- m PLAN BOOK 266, PAGE 71 & BOOK 320, PAGE 66 CU zo 1 s I m z I I ti 2. PROPERTY IS SHOWN AS LOT 36 ON ASSESSOR'S MAP 33 AND \ I 1? APPEARS TO LIE WITHIN THE RF DISTRICT PER THE BARNSTABLE i EXISTING GIS RECORDS. SEPTIC 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND. SURVEY CONDUCTED 09/2013, LINES OF OCCUPATION AND FOUND I `-- --------------------------- ------------ ---t--- -- MONUMENTATION. <<t I 4. ORIGIN OF ELEVATIONS IS ASSUMED. VV VIEW EASEMENT L.- -._.- -.—.—._.—.—.—.—.—.---.—.— — — — - — — — 5. PARCEL LIES WITHIN FLOOD ZONE C PER FIRM MAP 250001 0018 D LAST REVISED 7/2/1992 AS vo S 182.09, SHOWN ON THE FEMA WEBSITE. 6, EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM N 72'19'55' W AN ON THE GROUND SURVEY CONDUCTED 09-2013 AND PLANS ON RECORD, 7. SEPTIC LOCATION FROM AS BUILT RECORDS PROVIDED ,` 0 1S..4 BY THE BARNSTABLE BOARD OF HEALTH. A EDWIN 8. ORIGIN OF BEARING FROM PLAN BOOK 266 PAGE 71. Existing Grade Inc. v' JR. 7� PROJECT NO. Surveyors&Civil Engineers C•„1L SCALE CLIENT SEPTIC DESIGN PLAN 1511 PO Box 612 No.41294 �a ARCHITECTURAL INNOVATIONS FOR wre to/11/13 Dennisport,MA02639 R S 0 ,7 e\�� 0 15 30 P.O. BOX 2056 218 OCEAN VIEW AVENUE SHEET No. G MA 02635 635_ a TUIT MA 02 508 694-6501 Ph/Fax �SS�oNaL� � C❑ C❑TUIT, t or 1 �'�p� � # DATE REVISIONS -ti SOIL LOG TEST HOLE *1 - ELEV+s49.75' _ �n� ELEVATION SOIL. SOIL TEXTURE SOIL COLOR SOIL MDRLDIGOTHER CSTRUCTLRE, NOTES, , DESIGN FORMULA: (INCHES) (FEET) HORIZON (USDA) CMUNSELL.) C11KTOESANCY x ERS,GRAV L ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY CODE - 0'-L2' 4d7S' A. LOAN. 10 YR 3/2 NONE FRIABLE TITLE V AND THE TOWN OP BARNSTABLE BOARD OF HEALTH REQUIREMENTS. SYSTEM REQUIRED VIDEO 1E'-3E' 47JI8' B LOAMY SAND 2.5 Y 5/6 .NONE FRIABLE 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH SAND DESIGN ENGIEER. ISAILY FLnV, ' 32'-120' 39.75' C NED SAND I 23 Y 6/3 NOTE FRIABLE I IVY EOUB44ENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTIOK 3 BEDROOMS e 110 GPD/BEDROOM 330 GPD SOIL LOG TEST HCU #2 - ELEV.-4%75' 4. TIGHT JOINT R.J.)PIPING SHALL CONSIST of POLYVINYL CHLORIDE(PVC)PIPE,SCHEDULE 4a SEPTIC TANKS, OEM FROM ELEVATION pOEp ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS 330 GPD x 200% 660 GAL ,500 GAL -SIXtFACE CFEET) So0. SOD-TEXTURE SOIL C%LOR wD,mnDG sTOrE- A0ENS, SHALL 8E NECNWM[CALLY SOUND AND TIGHT. (INCHES) HIORtIDN WSDA) (NIDNSELU CONSISTENCY,X(RAVEL) L EAC`HTWr; AU` II'-26' 47,�' A - L.OAM 10 YR 3/E NONE �� S DISTRIBUTION BOX SHALL BE WATER TESTED FOR LEVELNESS E6•-42' 1625• B LO1NY SAND 84 Y 5/6 NONE FRIABLE 6. NO GARBAGE GRINDER IS ALLOWED 2 CHAMBERS e 8.5' LONG x 4.83' WID 4E'-180' 39,75' C - MED SAND 2.5 Y 6/3 NONE FRIABLE 2' EFFECTIVE DEPTH - 4' STONE 7. DISTRIBUTION BOX SHALL HAVE AN INLET TEE EXTENDING TO ONE INCH ABOVE THE SIDEWALL,C(12,83x2)'f(25.O.Ox2'))x2 151.3 SF SOIC LOG TEST HME M3 - (1EV^482251 OUTLET INVERT ELEVATIOK BOTTOM, (12.83'x25.0') 320.8 SF DEPTH FROM ELEVATION SOIL (STRUCTURE, 9.SEPTIC TANK SMALL BE EMBOSSED WITH SEAL STATING CONFORMANCE WITH ASTM C IP27-94. TOTAL, 472.0 SF SURFACE, EVATI(FEET SOIL SOIL TEXTURE SOIL COLOR SOD MOTTLING SYMMESAOILDERS, LEACHING CAPACITY, (INCHES) Kmrzm _CUSDA) CMUNSELL) MINSISTENCY,X(RAVEL) 9.ALL SEPTIC SYSTEM COMPONENTS SHALL BE DESIGNED TO WITHSTAND H-10 LOAD04M SIDEWALL, 151.3 SF x 0.74 GAL/SF 112,0 GAL 01-10• 47.42' FILL NONE FRIABLE la SEPTIC TANKS SHALL BE PROVIDED WITH AT LEAST THREE 2V DIAMETER MANHOLES WITH READILY BOTTOM, 320.8 SF x 0.74 GAL/SF 237.4 GAL 10'-24' 4625' A LOAM 10 YR 3/2 NONE FRIABLE REMOVABLE IMPERMEABLE COVERS 13F DURABLE MATERIAL. 244-38' 442Y B LOAMY SAND 2.5 Y 5/6 NONE FRIABLE ITOTAL, 330 GAL 349.4 GAL 24•-38• 382T C NED SAND 2.5 Y 6/3 NONE FRIABLE SOIL. LOG TEST HOLE *4 - ELEVM4&5' 11 CONTRACTOR SHALL OVER EXCAVATE LEACHING PIT BOTTOM TO A DEPTH 1L BEFORE BACKFI.LING THE SYSTEM THE CONTRACTOR SHALL NOTIFY THE BOARD OF HEALTH TO INSPECT. OF FIVE FEET TO VERIFY THAT NO GROUNDWATER WILL BE ENCOUNTERED DEPTH FROM ELEVATIDN OTHER(STRUCTURE, SURFACE (FEET) SOIL SOIL TEXTURE SOIL COLOR SOIL MOTTLING STONES,BGULDERS, ID,CONTRACTOR SHALL COORDINATE WITH THE BOARD OF HEALTH TO OBSERVE THE EXCAVATION OF CINCHES) HORIZON - (USDA) CMUNSEI) SISTENCY,X GRAVEL) UNSUITABLE SOILS UNDER THE AREA OF THE PROPOSED LEACHING SYSTEK 14.ALL UNSUITABLE SOIL MATERIAL IN AREA OF AND BELOW PROPOSED SOIL _ 0'-20' - 4G73' FILL - NONE FRIABLE ABSORPTION SYSTEM(SAS.)SHALL BE REMOVED AND REPLACED WITH CLEAN, _ - COARSE SAND WITH A PERCULATION RATE OF 2 MIN/INCn IO'-281 46.17' A LOAM 10 YR 3/2 NONE FRIABLE 28'-48' 44.5' B LOAMY SAND 2.5 Y 5/6 NOW - FRIABLE 13.AREA D FEET BEYOND LIMIT OF SOIL ABSORPTION SYSTEM(SAS)SHALL BE -48'-I20' 3H.5' C NED SAND 2.5 Y 6/3 NONE FRIABLE (NOTES 13 , 14 AND 15 DO NOT APPLY FOR THIS DESIGN) EXCAVATED OF UNSUITABLE MATERIAL TO TOP 13F C2 LAYER- PERCOLATION TEST BY, SCOTT M.GANN FOR,EXISTING GRADE,INC. THREE MANHOLE COVERS. BRING A MINIMUM OF ONE PIOIES! - WITNESSED BY, BARNSTABLE BOH AGENET BMW MIDRANDI COVER TO WITHIN 6' OF FINISHED GRADE. BRING OTHER DATE, 10/03/13 - COVERS TO WITHIN 12. OF FINISH GRADE. 1. SEPTIC TANK SHALL BE EMBOSSED WITH SEAL PERC RATE,<2 MPI IN e LAYER TPI AND TP3 PROVIDE 9' MIR COVER OVER TANK. - . STATING CONFORMANCE WITH ASTM C 1227-94. (1) ROW OF(2) 4.83'x8.5' LEACHING CHAMBERS IC GROROWATER ENCOUNTERED TOP 13F FOUNDATION 2. CORROSION RESISTANT GAS BAFFLE SHALL BE WITH MINIMUM ONE ACCESS PORT PER CHAMBE ELEV=50.67' - INSTALLED ON SEPTIC TANK OUTLET TEE. 2'OF 1/8' -1/2' F.G:50t �THAN - 4' (TYP) 4'TYP) DOUBLE WASHED ND(DrADE DOoaIVN Ir PEA GRAVEL PROVEDE WATER TIGHT COVEY 2' OF 1/8'-1/2' INVER O •44 0: 3/4' TO 1-1/2' SERE LINE . _ DOUBLE WASHED PEAST13NE 35' • e4.o •04.a DOUBLE WASHED STONE 47.36' TOP OF PEASTONE ELEV= 47,0' 24' 0 4• C� C= 0 4• 4'PVC B 4% 6' SUMP 1Z 4'PVC H2 4:( F.G.=503 INV. IN 1,500 GALLON 4' 4' 47.14' SEPTIC TANK INV,OUT 4'pyC R. 4X TYP TYP 4'-30 46.90' 4-0' 4'-0' ,� ooNoo ,oallo No000oNo o ,o :L. I y•on e�'•e a> i > N� N000000N�. Ioe000000 eo�o�o a vex - INV. I c INV. IN pO 5'MINIMUM - (LEVEL STABLE 6' • 46.34' INV.OUT 0 25.0' SEPARATION - CRUSHED STONE BASE 26' 46,16' BOTTOM OF BOTTOM OF DISTANCE 3'MIN r-y - 13•25� TRENCH 44.0' 3/4' - 1CRUS DOUBLE TRENCH 44.0' BOTTOM OF TRENCH FROM 1 N I I I I I27 USE CONCRETE PRODUCT,INC:.1500 GAL - WASHED CRUSHED STONE LEVEL FOR ENTIRE =GROUNDWATER . l.MIR SEPTIC TANK OR APPROVED EQUAL LEVEL STABLE 6' 6' IK CRUSHED STONE SASE LENGTH MAINTAIN 10.0' TYPICAL LEACHING CHAMBER r2 MIN. CORROSION RESISTANT GAS BAFFLE FROM CROSS-SECTION �io MIN 14' BY TUFTITE OR APPROVED EQUAL RESERVE (NOT TO SCALE) • M TYPICAL SEPTIC SYSTEM PROFILE - - TN OF At4 - Existing Grade Inc. EDV11N °�% H Surveyors&Civil Engineers y , CLIENT PO Box612 CRv4L SCALE ARCHITECTURAL IN❑VATI❑NS SEPTIC DESIGN PLAN 15t1 � No.41 S4 s FOR ,>ArE 10/11/13 Dennisport,MA02639 -' w� It 15 30 P.O. BOX 2056 218 OCEAN VIEW AVENUE SHEET NO. 508-694-6501 Ph/Fax `Fss IST a� DATE REVISIONS C❑TUIT, MA 02635 C❑TUIT, MA 02635 2 OF 2 AL o ,. TOWN OF BARNI STABLE �� >�� ^ 2T3 OCT 17 8: s9 fig Al _ _ 3.•O 2'912 oil u al olol - o �I Q ' _ s I w I I 5 I BEDROOM 1 2CAR1A1A1E 1 'I O t$ d n E 4 •. 1O -® O- • •. I II'r Iz-o I I.--Om. .LOFT J --LVL - 3 STORAGE - I CL '❑ 41 eiu I I m I N STUDIO PLA N GARAGE PLAN .-I/1'•=1'-0' "_a��',,+..M,rIL'"� I/I•'=1'-0, �'a u N a SMOKE DETECTORS REVIEWED K `z1e N m-, _I l 1 „xyE„ _. tiQ a g/30�� W v a V t EUILDING DEFT. DATE `'�6y. °8"'��- PELIA WINDOW&EXTERIOR DOOR SCHEDULE ~ SJO,':AL o O - NET LG«OPENM Wx« REM BttLE xTi m O '. A ROYbYx••fdGlf YSS� OOUBLE«UNG PROLWE50. FLRE DEPARTMENT--- I n LL DPSc BOTH SlG11ATURES ARE REQUIRED FOR PERMITTING Ilu�mnOaLRE GOGR INTERIOR DOOR SCHEDULE o a«•.zn,au• G.sENENf —NE WL _ - - ,. "` '" oPENMG wxH SIT£ ME NOIEB EQ CxeS OIERHEP0000R - 1 Q 6tC MTE OB m, QZ WxeY fdx68 © YS-v.'x5'SYf ]S58 pOUBIE HONOR ROUNE 60L ' .. - 3 ITxeT YdxBB Q 38'xbT LrtEOWR LOI1E AO NOTEO E%` ON FWEDOORc b Al - 4 * . 'z J G ® a wrm�mDa z€3 9 w• QJQ 0 _ _ I = HI.- FE ILLII ®� --- --— ®® ®® - ��ll I E DEFT SIDE ELEVATION FRONT ELEVATION �::::-IMEH MEH a L - — > z ----_ —_--- -----— - --- ---- _ —_ - TZI im— W z o > J • —1— RIGHT SIDE ELEVATION REAR ELEVATION A2 . 4- . ' z m� Q a •f 01 I2_� =N <z -- lop - �•� raMrz - .. a, ... i i�U-j I I t.r.T.n � i.i� �M16� i•- II II iu.n sir u� I I I 1I1, I I - III 11 III I . _ IIU UII I:! I I 4 LE 1I - CONCRETE SLAB 4 I 1 1 r,,ezia.lv.ewnw,au .. � zco � ''•1 1 ' s� SECTION @ STAIRS a` __ ___ Fr r I ILU~I I 13 woa ZA 9S • ` n,wtu�m.nu.i,ace - S N FOUNDATION PLAN IFf Tel �` ► p `L1J� L_.. a o N __— __J Q•u z z a O c."....w;<u. W z F pr 3 z 2.1 NJ MiE o> z t s2 SECTION @ DORMERS S E - 4 Z "- F is z $ - X 1 RI E O4l L ]X' 2C,O fRPFIERS®tB•O.C. ' U17S - . ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN `- _ a= Z ` a a W : o KO;KA, x m Mc�E ti �n LL li ±o ra A4 - 4 - • . rwr�� GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES:(CONm) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: V 1.ALL CONSTRUCTION ISTOBEwnffalwANCB WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: MASSACHUSEn'SSTATEBUH.ONGCODEFORONE-ANDTWo-FAMRY SECOND FLOOR HOLDDOWNS: DWELLINGS,EIGHTH EDITION MG CMRL AND ALLAMENDMENTS.WHICH I.ATTMIIEXTERIORWALLSnMSTOTt1EDOVBLETOPPLATEATTHE �Yf-PLYWOOD-(PDGBS BLOCKED) IS BASED ON TIM 20 BSIERNATIONAL RESIDENTIAL CODE - ROOF WITH TSP CONNECTOR AT J2'O.C.PROMS(9)-I W.I I NAILS Qj Rd COMMON OR GALVANIZED BOX NABS(}6-O.C.EDGES AND O URAP 16COESI>OVEAPSR PLYWOOD IOd(0.148•x WG(15)NAGS WHEN TO TIM STUD AND(6)-I W NABS TO THE DOUBLE TOP PLATE STRAPNAPPIATOOVBRPLYWOODSHEAENG(( MIN.STRAP 12'O.0 FIELD. END LeNGI'H AT EACH END OP STRAP)OR(JOj Bd(O.I l l x 2 4-LONG) WMi WN ICANF RESTAND POAMIS ASSOCIATION CrOUIRFORTOBESING MD IONMELYTO?ER MMNG.NOTE:NOT M SWI�LSTMPS APPLIEODOU!GTLVT0ACHEND G W r� ' WITH AMEMCAN FORESTAND PAPER ASSOCIATION(AFBPA),'WGOD REOVIRP.D WHEN USING MIA[ONNI!ROR PER NOTE 2'.'RGOFPRAM'NO M[MBERS.(IT'MIN.STRAPI!ND LENGTH AT MCIi END OP 9TRAP), v T FRAMECONSTRUCHONMANVALPORONE-ANDTWO-FAMRY CONNCCTIONS'. Q %,-PLYWOOD•(EDGES BLOCKED) PROMS HALF OF THE REQUIRED NAILS SPECIFIED ABOVE AT W OWTLLNGS(WFCM).AND TILE TdIPNeIUM DESIGN LOADS?OR BUR.DNC9 2 BdCOMMON OR GALVANIZGD BOXNAOS©l'OC.EDGES ANO EACHe DOPSMAROPSMAPISLOCATMATE`IDIRIORWALL, !F•Py{I w AND OTHER STRUCTURES(ASCET-02).THE BASIC WIND SPEED FOR TILE 2.E(TEMORWALLSTVOSONSECONDFLOORTO BEATTACHBDTOSTUDS 12.O.C.--LD.- CONTINUE STRAP TO SINGLE STUD N FIRST FLOOR WALL IF THERE DESIGN OF TH IS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE ON FIRST MOOR ACROSS SECOND FLOOR-BOARD W(1)CS 16 COIL -IS NO SHEAKWALL BELOW,THE DOUBLE STUDS AT END OF THE CATEGORY C. STRAP W/(14)IW NAM(T NAM AT BACII END OF STRAP)WNH A MAP Iy�i PLYWGOD-(EDGES BLOCKED/ SHPARWALLIN TFLOORWALLBELOW,ORWRAPTHBSTRAP Ali CUT LENGTH OF IB'*THE CLEAR SPAN ACROSS ROd BOARD.STRAPS TO Q Btl COMMON OR GALVANIZED BO%NAILS®2'O.0 EDGES AND AROUND THE HEADER BELOW.PROMS HALF OPTHE REQUIRED 'I.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BE SPACED AT l2-O.G(EVERY OTHER STUD).STRAP IS NOT REQUR!EO AT BURDINGOFFTCIALFORTHESTRUCTURAL FRAMNGNSPECTION(S).IF SHEARWALLHOLDDOWNLOCATIONS.CS I6COTLSTMFSTOBEAFPLIED IT D.C.FIELD. WMINGAT NAMSHGPANEL EDGES SMALL BE NAO,INO AT EACH END OPINE STRAP) THE BUBIIMG OFPICIALREQUIRES THAT THE INSFECTION(S)BE OVERPLYWOODSHEATHNO. - l'NOFINAL ORWMBR AND NAM BRALESS STAGGERED. COeD`LETEDBYTHEENGINEEROFRECOHD,THECONTRACTORSHAL¢ O(2)-CS 16 CDR.STRAPS W/(26)IOd(0.148•z]•LONG)NARS CO"THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN J.ATTACH FOIST MOOR STUD TO RDA BOARD WITH(1)011 MAP AT JY INSTALLEDASDESCRIBEDABOVE O O. NOTE:FOR PLYWOOD StFARWALLTYFIIS I,2,AND3 LISTED IN niXTION(S)ISTOBEPERF .BE.SISE CONTMCTORSI E BOARD,PROVIDE(6)ITOMDD OSTIDAND(6)10d NA WI MM r\ �+ INSURE MATALLS TION.WDURINGTI SANDCTION.ANY PORE CONNECTOR PER RIM HOARDTO FOUNDATION SILL PLATE WIE(1)DSP GUNNABd C:OMMONG TIM N ILDIA EOXN N-LENGT MAY U Q+ THE STRUCTURE TRUCT RR ISDEEIN.IF DURINGTHE OBIS INACCESSIBLE N CCESSIB PORTION OF CONNECTOR PEI432'O.C. - USED A ASUESTM.-TIM NAILDIAMETLTIAND LENGTH MAY BE MESMUCNREISDFF-VALOFTNEI.EORISRUCTUREWEPOR ALTERNATE STRAY USED ASASUBSTITUre. INSPECTION,THISC PP MOM OP TIJEECTED STTHE CONTRACTOR'S BE NO,REVISIOWISSUE DATE GH'Lt4 UNTIL.THIS COMMON IS CORRECTED AT THE CON]1TACTOR'S MOOR RIM BOARD WITH IIl CSl6 SHt AP AT EXPENSE BOAM AND PRD V HJPUNDE NAK1-1 TUD AND I6)IOd NAILS TO T01 BOARD.WRAP STRAPINOEIt FOUNDATION SELPOFS ANLATERTOP 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFMD ON TIME OPSILLPLAre.FIIXALLHOLER iNSTRAP ON TOP OP RILL PLME. CONSTRUCTION DOCUMENTS TO BE SIMPSON SMONG-TEE IN - ACCORDANCHWHNCATALOGC40O9.ITISTHERESPONSIBILITY0"HE 4.CONNECTORS AND STRAPS AS SPEC D+ND ABOVE FOR UPLIFT SMALL FOUNDATIONHOLDDOWNS: �. CONTRACTOR TO INSTALLALLCONNECTORS INACCORDANCEWTi;. PROVIDEACONTIM10USLOADPAMFROMTNEROOFTOTM PAOIECTADD0.E55: MANUFACTURERS SPECDTCATIONS. FOUNDATION. ( - 4D525 W/SSTB161�DIAMETER ANCHOR BOLT WI CNWI OCPA`:•"^ S.ALLENG-RED LUMBER PRODUCTS TOBETKUS POISTOR EQUAL S.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DBTAIL 2-WP) SOLE PLATE CONNECTION SCHEDULE: ®fmVl COUPLER NUT BETWEEN 9ST816 AND P THREADED ROD INTO COTUM MA INSTALLED IN ACCORDANCE WMI MANUFACTURERS SPECIFICATIONS. HOLDOWN,POSITION SSMI6W/ANCHORMATETO TiEADERME HFADMTOJACKSTUD JACK STUD TO SOLE PLATE CONNECTON TO FLOOR RIM EOARD FORMWORK PMORTOCONCR-FOURFORCORRECT L-Ib-TO*� - (1)LSTA9 (I)SP44 PLACEMENT. ROOF FRAMING CONNECTIONS: L-4'-r TOCO' (2)LSTA9 (2)SP4- WALLTYPE SOLE PLATE CONNECTION TO RIM BOARD t�6'-I•TO ITOB-d (2)LSTA 12 (2)SP4� HDUSSDS2.SW/ETWEE I'DU24 AN ANCHORDED ROD CNVJ NT t.ARACH OPPOSING METERS AT STRAP AGE OVER THE TOP OP ME 4 Q (])-16d COMMON NAILS PER I6•. O COUPLERNUTBBTINSST 24WIANCHORMAD P AOED ROD INTO RIDGEWITII(1)ERC 18'IENTHINGI AP AT I b• RSWIIIMCO M L-B'- -TO1'-0TO (2)LSTA IS (2)SPH6 HOEDOWN.POSTRTOCON24W/ANCHORMAre TO ' INSTALLED OVE0.RGOFSHEATHNGIMORAFTERSW/IOd COMMON L-Itl-1•'[016b' (2)ST_122 (2)SPN6* � FORMWORK PMOR TO CONCRETe POIIRFOA CORRECT 0-IW COMMON NAGS MR 16'. PLACEMENT. ) NNIS TO AAPMRS.(REFER TO DETAIL I-RF) ]. ( _ •ALTERN N BE SU CONNECTOR WITH HE SA THE CONNECTOR SHOWN SOLE WITH THE TOR WMI R HALF OF T OR HDUeSD52.5 WI SSTB28 DOIMETE0.?ANCHORTHRUS BOLT OD INTO 2ATTACH THEEND OF EACH RAPTERTOTHE DOUBLETOPPTOB OF THE PLATE CAN BE SUBSTITUTED I' CONNECTOR ILII.P OF 23J 12 'xlWOODSCAEWSPIX I6•. ED ROD INTO AXIS MOR WALL WTM 1 TOPPLTESONIOR fDEFACEOR TO BE THE JACK STUD TO HEADIX.ATTACHN UO T Q)-SONPSON RDS 11) O COUPLERNVTBMONIS552 WIANDI'MREAD NAM RE U[RED NAOS TO THP.IACK STUD ANDMIPOPTHE REQUIRED � NOLDOWN.POStT10N SSTB2B W/ANCHORMATE TO , Q APPL®DBU]CTLY T02%TOIL PLATES ON OUTSIDE PACe OF WALL TO THE SECOND FLOORRB•/BOARD O&FOUNDATION RIMBOARD. ALTERNNECTORPERN F0.0M EVERY MPMRTO WACLSTUD BELOW CONNECTORTOBEATTACHRODIRECTLYTOSXPRAMINGAND FORMWORK PRIOR TO CONCRETE POUR POR CORRECT TSP CONNECTORPEREN USING II IMIA AEVE.Y IPI CONNECTIONS". CONNECRON TO CONCRETE FOUNDATION - PLAC¢bfl'.Ni. 6NOTAE000LED WHEN USNG(I)HIAAT t1'EAYRAPiER RIFIDOARD.ALTERNATE CAN NOTES USED WHEN SOLD PLATE 3 AOMaDDBMMYMMLTNDATIONSTI:MWALLORCONCRETBSLAB. BILL PLATE CONNECTION TO CONCRETE - EXTRRIO7WA LATTMEROEDABOVRTOFSHEA L810PPLAMOFTHE NOTE; �`- B%reMOAAT6'0.THEROO�VN.TCOPSHEATHMG NAILEDTO THE I•DIA ANCHORBOLTS AT IS'O.C. Z3�. _!tj BL QUATEV 6'O.C.IONASR1^NOTCH LBLOCKNGTOPROVIUE FOR ORSANDWINOOWSTOHAVE I HB CONNECTORAT .,0 A.HEADS. 0 0 () ( vE To ee'OLIMETERAJOT MCKENZ E ADE UATE VENTII.ATIDNAS RE IRAED.BLO IORW BEATTACHELI- PANOH TTOM OPALL GRAPPLE STUDS. COTE.ANCHOR BOLTS RPFIXENCEDABO E Q Q THE TO 0 L .. CONNECT M DOIIBCE TOP PLATE OP THE EXTERIOR WALL W/(1)ftBC STEeE ANCHORBOLT3 WTIH J'x 3'xI'PLArewasHERs wmi r -ENGINEERING CONNECTOR. B.EHEADE I'-I'AND LARGER REQUIRE(2)IACKSTUDS AT MCH LINOOf MNAfIJM FdOJmMEM INTO CONCRETE THE HEADER - - C_O_NSU(TANTS 4.PROVIDE2X ROOF SHEATHING RIDGEBETWEENALLRATTERS AT TFIN - EDGE OPEEROOPRHGEBLOC KING IS NOT KLQUNG TOBIEN W/ I PROVIDE.(I)AZJPIGSTU CLIPON ME TOP ENTTO.HEADERS N-G EACH END OF - E ` 1279 MILLSTONE RD. n Sd NAII.SAT6"O.C.CHILD, DIRECTLY TO RIDGE WHEN HBADERTO iNE KNG3TUDAUTACENI TO TILE OPCNNO LEGEND: BAEWRTERMA RIDGE EAIA.ATTACHED DIRECTLY TO AftIDGE BOARD OR STRVCNRAL )Ta)351-2144 RIDGE BEAM 0. OF TIM OVIDE(1)WALL,WIT (3)1W AM TO OBLE TOD ATE AND(4)-IU A TO KING STUD.F RCS NAILS TO DOURMR TOLAT E-ABOVILNABS - - TO KMG STUD.POR CS Ifi SIAAPSQE REFER TO NOlE 2•ABOVE POR SHEARWALL CONSTRUCTION: Qj slmAftwnLLnve tw OF FLOOR FRAMING CONNECTIONS: FOUT'FLOOR MADeRS PROME(l)CS 16 FROM EACH KNGSTUD TO TJO! yp�' POtST MOOR RIM BOARD.FOR CS 16 STRAP SIZE REFER TO NOTE-4" I.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE IX 1.PROMS 5I'x III-PARALLAMS UNDEKALL INTERIOR SHEARWALLS ABOVE STUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE) Oj SHEARWALL-M-1 GSC A. WHEN THE SHEARWALL IS PAR ALLELTOTIMMOORMISTFRAMRJG 4�T EKOE DIRECTION.IF CS 16 COR STRAPS ARE SPECIFIED AS HOLDDOWNS AT EKNGSMDTO AD•IDOARD CONNECTION SPEC IFED MNOre TYAeOVE 2.FACE NAIL DOUBLE TOP PLATES W/I6d NAM AT to-O.C.USE(9)-M THEEND OF THESME WALL,WRAPTHESTRAP(S)AROUNDTI Sik II MNOTREQUIREDWHER¢ASHEARWALLHOLDOW 56 lACENTTOTI NAMATEACHSIDEOFLAPSMICESINTOPPLATES. O SHEARWALLHOLDDOWNTYPE I• OPENING _ l 1.NAILING FAA PERFORATED RIIFJ RWALL9 TO HE CONTINUED ABOVE SILLSOPENINGSTHE ESLL FLATS TO THE KING STUD F T EACH UIRJ END AT AND BELOW ALLOPENN N GSSHEARWALL. � SHEARWALL HOLDDOWN THE BOTTOM O THE SILLLATE FOR OPENINGS 4'U A LARGER.PROMS(2)A2OF 4..ATTACHDOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL OFF�Q�8T£� CLOP S ATEACHENDOFTHESILIPLATEONTHETOPANDSOTTOMOP SHEARWALLENDSWLTH(2)IM NAILSAT6O.C.FORSECONDFLOOR BB(Ob.RL ME SO.L PLAM SHEARWALLS AND(2)16d NAGS AT 4'O.G STAGGERED FOR ERST FLGOR SHEARWALLS. N PERPORATBSNEARWALL.CONTULPLYWOODABOVE.I ANDBELOW OPENNGWHHNAO.INOACCORDINGTO 4 w 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL .SPECO`R'DSHEAAWALLTYPE e ENO3. IOBM.I1381 9HEleT: XK,XI d OF KING AND JACK STUDS REQUIRED AT WALL OPENING. DATE:W13113 luT SCALE: NONE J T1tIMMER S'IL'OS KING STUDS MODELNO. DIA MIN.EMBED. MIN.REBAR LENGN BUILT-UPCORNERSTUDS MODEL NO. DLA MN.EMDED. MIN.REBARLENGTH AIL PER I G`E0.YIAl0 (N a SSTBI6 SB 1±iS" SD' (PERDU ei ) SSTB I6 5/d 123(' 50' . OPENMG I I SSTB20 y8 16' 58' SSTB20 Sl8 16 58• . I I CSI63TRAY SST024 5/B 20 i{" fib• SSTB±9 5/d 29 if' 66' I'cll l N) SST328 ]M 2<i{" ]d• I I SST828 ]2 z9'/,^ Td' SM34 ]2 286" 12• SSTBJ< ]/8 NE-1 DV HOEDOWN SBI>t30 1 2A' 96' HDU tlOL00WN SBI.JO I 26• �` 'PE II 'NOTE;a9RP.BAR TOBECENTBREDoNHOLDOWNAND csEl MAP I I 'NOTE44REBARTOBECENTEREDONHOLDOWNAND LO A TION WALL -LOCATED 3•TO 5•DOWN FROM TOP OF FOUNDATION WALL C TED3• P FF A CO 1 S TOS•OOWNUROBSS O OUND THREAD 0.0D T O UDED AO PEA SUIPSON MANUPALTURE0.'S SPECERCATIONS. PC0.SIMPSON MANUPACNRER'3 SYEUFICAT10N5. LIPS IT" - + (PER GSM i <3• .•4. '� (PER GSM rT, i ! Bd REBAA• SSTBHOLDOWNANCHOR V) �•{ ROW CNW COIIPLBR. • A4 RDBAR• T' .DSP(PER'GSM (PLACETPOFAN HOR. /� ON TOP OP ANCHOR SSTB HOEDOWN ANCHOR •a75-FOR TANCE /— .. � Iz� DIAGONALNCORNER �3'TO 5' e MREBAe PoSITIONN WALL PE0. I.]S'FOA 3Xa WALL • l'TO S'J c HEBAR.d T APPLICATION r d''o sl—'ON MANUFACTURERS 2.]3•POR 2X6 WALL d''a CNW COUPLER ¢� r•1 YILLPLATH < DSP SILL PLATE ANCHO0.80LT - (PER GSN d SPECIFCATIONS. AHCIIOABOLT' d' D STANCE (PER GSN) c d MM.AEBAR LENGTH (Pet GSM d SST6 HOLDOWNANUIOR d (EIS FOR_)!d WAIT. SSTBHOLDOWNANCHOR< 2.75•FOR 2X6 WALL F-I ... MM.REBAA 9 HOLD DOWN PLAN VIEW 2 HOLD DOWN® PLAN VIEW sdlN. Hn WINDOW OR DOOR OPENING tro EXTERIOR BUILDING CORNER BURSUPCORNER SNDS MODELNO. DIA. MN.RMBF.D. MIN,RP.BAAI.RNOTH (Pen DETAB_Aei > 7 ss]Bl6 sld I±3c• sD• 2x4 WALL 2x6 WALL F W / SSTB20 518 16 S8' 6A6DOUGRRMST 6.O.C. 4-O.C. I. SSTB2< 113 6'O.C. 9'O.C. + SSTB28 ]Id v}5,'. Td• U U ~� SS-34 ]B 28/1' 82' ++ ++ ++ + SE— - 1 29• 1. ++ HDV HOEDOWN - - 0 [SI63TRAP MOTB:WRL'BARTO BE CENTERED ON HO�DOWNANO HOLD DOWN HOLD DOWN �'+, LOCATED 3•TO5-DOWN FROdI TOP OF FOUNDATION WALL +i (� M (PER GSN) �THREADEU'ID (PERPLAN ++ + (PER PLAN PER SWRSON MANUFACTURERS SPECIFICATIONS. ++ MN.AEBAA . LIPS - adREBAR' N0.REVISIO—SUE DATE (PEA GSN) PLAN VEW ELEVATION V W PLAN VIEW ELEVATION V W's .. NOTES: NOTES DSP(QER GSM d 'I.ATTACH STUDS AT BMT-UP CORNERTOGETHER WITH ROWS (.ATTACH STUDS ATBUILT-UP CORNER TOGETHER WITH ROWS 3•TO5• WREBAR - STANCE OPI"(0.162N3.5•)NAILS AT 6.O.C.FOR 2ND STORY SHEAAWALLS. OF 16d PD.I QN 3.5-)NAILS ATV BC.FOR 2ND RTORY SHEARWALLS. PROIECTADDRPS3: SRLPLATE' d.< CNW COUPLL'R c _ E�5 FOR 2XO WALL 2.ATTACH S]VDS AT BUB.T-VP CORNERTOGETHER WITH(2)ROWS 3.ATTACH STVD3 AT BUB.T-UPCORNER GETHB TO0.WITH(2)ROWS ANCHOR BOLT d. 2.T5•EOA 2X6 WALL OF 16d(0.1625[3.57 NAdS AT+•O.C.STAGGERED FOR IST STORY OP I(d(9.162k 3,SG NABS Ai 1•D.C.STAGGERED FOA IST STORY O�'W��A (PER C.) SSTBHOt QOWNANCHOR SSTE.o.o_ANCIt SHEARWALLS. -SNEARWALLS. - COTUR,MA (PLACQ SSTB ARROW ' HOLD DOWN A) ANe ONTOPOFANCHOA a PLAN VIEW I BUILT-UP CORNER 3 mAWNAL N Co HD INTERIOR BUILDING CORNER APPucnnoN WF END OF SHEARWALL ' ROOF SHEATHING ROOFSHEATHNG - - _ i F EUG8 NAILNG SHEAR WALL END PoST AOOFAAFTER (P3NL PERe) LSTASTRAP@IVO.C. Z BLOCKINGBE'fWiE1J / PERPLAN. (PEROSN) RAFTERS(NOTCH FOR HOOF SI6ATHMG VENT6ATIONWREQWtED. EDGE NALLWG REFE0.T0 ARCHITECTURAL HDV HOEDOWN (T)- HALLS PLANS FOR MORE NFO.) (PERPLAF) ®EACCHH END : +++++++ +++++++ - PARALLAM •.•� %: DON3LO]XTOPPLATE TIIAEADED 0.0D (PEA PLAN M C K EfJ Z I E ROOF RAPTER PER PLAN.IRFFRR - seeALTERNATe TO na[HITECTUAALPUNs POR ENGINEERING RAPIER DIA@ISIONS AND SAVE .CONSU(TANTS ROOP RAFTER PER PLAN 'DETARANG) N2.5AINSTALLPIUORTO BLOCKING AND PLYWOOD .. MOTE:DRILLHOLP.FOATIIR[ADED ROU 13]9 MILLSTONE RD. ALTERNATE:ATTACH OPPOSNGRAP]Ea3 SHEATHING)ALTERNATE: BEITT LOW RIDGEDEAM1 RIDGRBOARU DOUBLE 2)(TOP PLATE NSA zX STUD TIROUGH PARALEAMANDATTACII W/ BREWSTER.MA WITH3xe COLLART'NWHOWN.RIDGE NUTAND3X3XPPLATEWASHER 1]M)331-21lG STRAPS NOT REQUIRED WHEN USING BEAM TSPONSTALLPeORTo -COLLAR TIE. - (D SHOWN ON PLAN VALLLSHEATNMGORON PLYWOOUSHEATIHNG) NOTE:NOT REQUIRED IP Top"DOUBLE±XToF N±AIS USEDATEVERY (K 1 3 PLATES.PROVIDE 90 BEND 5 INTERIOR HOLD DOWN 43 R STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE TO BLOCKING) RAPreR xn IN FLOOR FRAMING cz'�'M.AP.K A. M" EdZiE ` • .. - loea:a-zal 531EeE _ ` DATE'LI)/I) ' SCALE: NONE OPTION#I HEADER SIZE G OM TO 4'-0" (1)LSTA9 (1)SP4 P'lRSKIN, (I)A23 (1)A23 OF CRIPPLE OP EACH CRIPPLE STUD (1)SSP NOTE'FOR IIEA.—L. T[D (2)LSTA9 (2)SP4 PER KING (1)A23 (2)A23 DmECD-YRELOWDol—ETop (I)CS Ib•(b)BD NAES PLATER STRAP IIEADER'10 (1)SSP EACH END OF STRAP IS TOP pLATES WRHTDC314 E L=6-j"TO g'-0" (2) TA 12 (2)SP4 PER KMO PER EACH KING STUD (1)A23 (2)A27 PER 16•wPMf4)tlDNAllS (SEE NOTE'41 - 6ACH END OP STRAP.BEND rT, (1)SSP STRAP OVER TOP P1.1T05 W _ [=gl j"TO 10'-0" (2)LSTA 15 (2)SPH6 PER KING (1)A23 (2)A23 AS aEOUIRED. a _` ALTERNAIE'ATTACH EACH u V HEADER(PEA PLAN) (I)SSP Rl 1 FILR TO HEADER WITFI 'l�fJl' L=10'-1"TO 16'-0" (1)ST2I22 (2)SPH6 PER KING (1)A23 (2)A23 E•4 A A W OPTION#2 Q HEADER SIZE WINDOWMOOR OPENMG IU•C 14 (I)SSP - [,=j'-0"TO Q'.Q" W/(5 1 PERKING (1)A23 (1)A23 (1)H870PBOTTOM EACH ENO OF EACH CRIPPLE STUD r (2)-CS1(, (1)SSP NOTE:FOR HEADERS LOCAT" W/4)." PER KING 0)A23 12)A23 DIRECTLY BEEN DOUBLfiTOP L EACH END (1)CS 16-(6)8D NAILS U PLATES.SGIARHEADER IO (2).fS IG SEE NOTE D' (1)SSP EACH END OF STRAP —ruTPS—(I)M IG � ` T09'-0" W/(G)tlD PER EACH KING STUD (1)A23 (2)A23 PER IG•WITllfaI RD NAILS EACH ID PER KING EACH END OPSTRAR.BEND (SEE NOTE'4) (2)-CS IG (I)SSP $TRAPOVEED, PLATES �• 1=8'-1"TO10'-0" Wlltl)8D PERKING (1)A23 (2)A23 AS REQUIRED. a . t EACH END ALTERNATE:ATTAfN EACII Coll MFIER TO HEADER WITH lad _ SSP 'L=1T V.TO 16'-0" (2)ST2122 P PER (1)A23 (2)A23 L)x^. • � � n _ PER K NO REVISIONfLSSUE DATE NOTES: , D . D 1.HEADERS 4'-1•AND LARGER REQUIRE(2)JACK STUDS AT EACH END OFTHE HEADER. 2,CONNECTORS SPECIFIED ABOVE ST ALL BE ATTACIIED DIRECTLYTO 2K FRAMMG NUMBERS. 3.NAILFVLLHEIGHTIACK STUDS TO KMGSTUDS WITH(2)-i6D H—PER C O.C.(JACK STUD TO SOLEPLATE STRAPNOTREQMI ) PROIERADDRFSS: 4.SIRAPNGTREQUl O WWRESHEARWALLHOIDDOWNISADIACEHI'TOOPENMG. - 3.DETAE.FORWINDOWANDDOORPRA[.DNGONLY,OTHERSTRAPSANOTVES NOTSHOWNFORCLA - COTUR,' _ .MA 11 2 FRAMING®WINDOW AND DOOR OPENINGS WF - MCKENAE ENGINEERING - CONSULTANTS •• � x .. '. liJ9 NfRLSTONE RD. ' - - BREWSTEK MA n OF¢�elTc AAM CA yG M ENZIE al TS - �9SjONAL fN6\ - - > •. ., j .. - JOBk 13-281 SHEET: J. - DACE:HI3113 S2 - - SCALE: NONE 41 (T)Bolsecascade Triple 1"314" x 11418" VERSA-LAM® 2.0 310.0 SP Floor.BeamXFB02 BC CALL®Design Report-US Dry 11 span I No cantilevers 1'0f12 slope Sunday,`March 2,2014 Build 2627 File Name: Arch Innovations=White Kitchen Job Name: White Kitchen Description: 1st floor beam'picking up FB01 pt.load Address: Main St Specter: City,State, Zip:Cotuit,MA Designer:. BC Customer: Architectural Innovations Company: Shepley's Code reports: ESR-1040 Misc: tr - $WSd' .�% a4 A'•' Fu :a N r.iF• ��Yt_e. 08-00-00 BO $1 Total of Horizontal Design Spans=08-00-00 Reaction Summary(Down l Uplift) {Ibs} Bearing Live Dead Snow Wind Roof Live BO 5,115/0 5,632/0 3,375/0. B1' 11849/0 2,12210 1,126/0 Live Dead: Snow Wind .Roof Live Trlb. Load Summary Tag Description Load Type Ref. Start End 100%' 90% 115% 160%,125% 1 Standard Load Unf.Area(Ib/ft112) L 00-00-00 08-00-00 40 10 01-04-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 08-00-00 0 60 n/a 3 FB01 Cone. Pt. (Ibs) L 02-00-00 02-00-00` 6,537 7,023 4,501 n/a Disclosure Controls Summary Value %Allowable Duration Case. Location Completeness and accuracy of input must Pos.Moment 21,204 ft-Ibs 66.4% 100% 1: 02-00-06 be verified by anyone who would rely on End Shear 10,593 Ibs, 89.4% 100%. 1' 01-00-12 output as evidence of suitability for Total Load Dell. U673(0.143") 35.7% n/a 31 03-06-10 particular application.output here based Live Load Defl. U999(0:075") n/a n/a 6 03-06-08 on building code-accepted design Max Defl. 0.143" 14:3% Na 3 03-06-10 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 8.1 n/a 'n/at 0 00-00-00 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide: Design meets Code minimum(1.1240)Total load deflection criteria. 8 ask questions,please call ( 00)232-0788 before instaNation.lnlnBG Design meets Code minimum(U360)Live load deflection criteria. CALCG,BC FRAMEM,AJS-, Design meets arbitrary(1")Maximum total load deflection criteria ALUOISTS,BC RIM BOARDW,BCI®,. Minimum bearing length for BO is 3-1/16": BOISE GLULAMT"' SIMPLE FRAMING Minimum bearing length for B1 is 1-1/2":. SYSTEMS,VERSA-1-Aft,VERSA-RIM Entered/Displayed Horizontal Span Lengths)=Clear Span+ 1/2 min.end tearing 4. PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®;VERSA-STUDS are Calculations assume Member is FullyBraced. trademarks of Boise Cascade Wood Productg L.L.C. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the.results. "OF q S - �s U�CTI�ItAI NO,3N81 rn �FG� TEA�o Page 1 of Z 3 �BoiseCaseade Triple 1-3/4" x 11-7/8"VERSA-LAM® 2.0 3100'SP Fioor BeamkFB02 Dry I span,1 No cantilevers j 0/12 slope Sunday, March 2,2014 BC CALCO Design Report-US Build 2627 File Name: Arch Innovations-White Kitchen Job Name: White Kitchen Description: 1st floor beam picking up FB01 pt load, Address: Main St Specifier: City,State,Zip:Cotuit, MA Designer:: BC , Customer: Architectural innovations Company: Shepley's Code reports: ESR-1040 Miser Connection Diagram b d ° 0 QF Al 40'. C C i s D. e ° STMOER MUCTUR!!L y NO.36981 AFC/8 ti� a minimum=2" c=3-7/16" b minimum= 3" d= 12"' C J e minimum=3" Connection design assumes point load is to -loaded. F r con tion design of side-loaded point loads, please consult a technical represe professional of Record. Nailing schedule applies to both sides of the member. ° Member has no side loads. Connectors are: 16d Common Nails F Page 2 of 2 I ' p' Bolsemde Single 11=7/8" AJS® 20 JoistIJ01 Dry 11 span No cantilevers 0/12.slope Sunday, March 2, 2014 BC CALCO Design Report-US 16 OCS] Non-Repetitive Glued&nailed construction, Build 2627 File Name Arch Innovations .White'Kitchen Job Name: White Kitchen "Description` Designs1J01 Address: Main St Specifier: City,State,Zip: Cotuit, MA Designer: ° BC Customer: Architectural Innovations Company Shepley's Code reports: ESR-1144 Misc: BO 78=00,00 B1 Total Horizontal Product Length=18-W-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead' Snow Wind Roof Live BO,2-1/2„ 480/0 240/0 B1,2-1/2' 480 PO 240/0 Live Dead; Snow Wind Roof Uve Ocs Load Summary Tag Description Load Type Ref. Start End 100°l0 900A - 116% 160% .126% 1 Standard Load Unf.Area(Iblft"2) L 00-00-00. 18-00-00 40 20 16 Disclosure Controls Summary Value %Allowable Duration Case location Completeness and accuracy of input must Pos. Moment 3,136 ft-Ibs 71-13% 100% 1.. 09-00-00 be verified by anyone who would rely on End Reaction 720 Ibs 66.3% 100% 1 00-00-00 output as evidence of suitability for End Shear 703 lbs 47.2%. 100% 1. 00-02-08 particular application.Output here based Total Load Defl. U512(0.415") 46.8% n/a 11 09-00-00 on building code-accepted design Live Load Defl. L1769 0.276" 62.5% n/a. 2.. 09-00-00 properties and analysis methods. . ( ) Installation of BOISE engineered wood. Max Defl. 0.415" 41.5% nta 11. 09-00-00 products must be in accordance with Span J Depth 17.9 n/a n/a U'. 00-00-00 current Installation Guide and applicable - building codes.To obtain Installation Guide °k Allow %Allow ,• or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation'\nrnBC` BO Wall/Plate 2-1/2"x.2-1/2" 7201bs n/a 66.3% Unspecified CALC®,BC FRAMER®.,AJS TM p B1 Wall/Plate 2-1/2"x 2-i/2" 720 Ibs n/a 66.3% Unspecified ALLJOISTO,BC RIM BOARD BCI®, BOISE GLULAM-,SIMPLE FRAMING-. SYSTEMa1,VERSA-LAM®,VERSA-RIM Notes PLUSO,VERSA-RIM®, Design meets Code minimum(U240)Total,load deflection criteria: VERSA-STRAND®,VERSA-STUDS are. n meets Users specified (U48.0 Live load deflection criteria. trademarks of Boise cascade wood Design p ) - 'Products L.L.C. Design meets arbitrary(1") Maximum total load deflection.criteria. Calculations assume Member is Fully Braced:. Composite El value based on 23/32"thick OSB sheathing glued and.nailed to-member. - Design based on Dry Service Condition: Deflections less than 1/8"were ignored in the results., ,14 OF p2 � S Y. JAMES D. to STRAMR t, O STRUCTURAL vr. NO.38881 CIS Page 1 of 1 0Bolsecascade Single 11.-7/8" BCI® 90s-2 0 SP JoisAJ02 Dry[1 span I No cantilevers 1 0/12 slope Sunday, March 2,2014 BC CALCO Design Report-US 16 OCS i Non-Repetitive.1 Glued&nailed construction Build 2627 File Name: Arch innovations-White Kitchen Job Name: White Kitchen -Description: Designs\J02 Address: Main St Specifier: City, State, Zip:Cotuit, MA Designer: BC Customer: Architectural Innovations Company: Shepley`s Code reports: ESR-1336 Misc: 4. r. IVA K _ "P* Room ' 22-00-00 BO B1 Total Horizontal Product Length.=22-00-00. Reaction Summary(Down 1 Uplift) (ibs Bearing Live Dead snow Wind Roof Live B0,.2-1/2 587/0 . 293/0 B1,2-1/2 587/0 293/0` - Live Dead Snow Wind Roof Live: OCS Load Summary Tag Description Load Type Ref; Start End 1000% 90% 116'Io 160% 126% 1 Standard'Load Unf.Area(lb/ft"2) L 00-00-00 22=00-00 40 20 16 Disclosure Controls summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos, Moment 4,713 ft=Ibs 49.3% 100% . 1 11-00-00 be verified by anyone who would rely on End Reaction 880 Ibs 54.6% 100% 1 00-00-00 output as evidence of suitability for End Shear 863 Ibs 39.7% 100% 1 00-02-08 particular application.Output here based Total Load Defl: U448(0:581");, 53.5%; n/a 1 11-00-00 on building code-accepted design- Live Load Defl. U672 0.387." : 71.4% n/a 2' 11-00-00 properties and analysis methods. ( ) . Installation of B01SE engineered wood; Max DO* 0.581"' '58.1% n/a 1 11-00-00 products must be in accordance with Span/Depth 21.9 n/a n/a 0 .00-00.00 current Installation Guide and applicable building codes.To obtain Installation:Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x.W) •Value Support Member Material (800)232-0788 before installation.lntnBC BO Wall/Plate 2-112"x 3-1/2" 880 Ibs nla. 54.6% Unspecified CALL IBC FRAMER®,AJS�:P ALLJOIST®,BC RIM BOARD ,BCI®,. E31 Wall/Plate 2-1/2"x 3-1/2" 880 Ibs n/a 54.6% Unspecified BOISE GLUL:AM-,SIMPLE FRAMING SYSTEMS,VERSA-LAM0,VERSA-RIM Notes PLUS®;VERSA-RIMS, Design meets Code minimum(U240)Total load deflection criteria.. VERSA-STRANDS,VERSA-STUD@ are Design meets Users specified U480 Live load deflection criteria. trademarks of Boise Cascade Wood g p ( ) Products L,k.C: Design meets arbitrary(1")Maximum total load deflection criteria: Calculations assume Member is Fully Braced: Composite El value based on 23/32"thick OSB.sheathing glued'and nailed#o member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. 1'1 O�i f - sUc `�a '' Nt),'38089 4C'�STE ��/ f 1 Page 1 of 9 b Boise cede Triple 1-3/4" x 11-7/8 VERSA-LAMO 2.0 3100 SP floor Beam1FB01 Dry 2 spans No cantilevers i 0/12 slope Sunday, March 2,'2014 BC CALL®Design Report-US Build 2627 File Name: Arch Innovations-White Kitchen Job Name: White Kitchen Description: 2nd floor beam, Address: Main St Specifier: City,State, Zip:Cotuit, MA Designer BC Customer: Architectural Innovations Company: ,Shepley's . Code reports: ESR-1040 Misc: . Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Minimum bearing length for B0 is 1-5/8". Minimum bearing length for 131 is 3-7/8". ' Minimum bearing length for 132 is 1-1/2". Entered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min.,end bearing+ 112 intermediate bearing Calculations assume Member is Fully Braced: Design based on Dry Service.Condition: Deflections less than 1/8"were ignored in the results. Connection Diagram as'' • • e <T • �N OF,y� G JAAAES C.•' a minimum=2" c=3-7116" STriADER „ BTRUC,7 RAL rn b minimum=3 d= 12 Q.3sss�,; e minimum=3" a . ��G/ST Nailing schedule appiies to both sides of the member. Ssr. Member has no side loads. Connectors are: 16d Common Nails `Page 2 of 2 s (T)eclsecaacade Triple 1-3/4" x"11-7/8" VERSA-LAM 2.0.3100 SP °Floor BeamlF1301 Dry 1 2 spans I No cantilevers Oil slope Sunday,March 2,2014 BC CALCO Design Report-US Build 2627 File'Name: Arch Innovations.-White Kitchen- Job Name: White Kitchen Description:2nd floor.beam Address: Main St Specifier: City, State,Zip:Cotuit, MA Designer: BC Customer: Architectural Innovations Company: Shepley's Code reports: ESR-1040 Misc: ir 1 2 i3 i ,5t �^ t AL BO 13-01-00 , 07-04-00 B1 $2 ' Total of Horizontal Design Spans=20-0&00 Reaction.Summary(Down/Uplift) t Ibs l Bearing •Live Dead Snow- Wind Roof Live BO 3,256/52 2,662/0 1,782/0 B1 7,023/0 6,537/0 4,601.10 B2 946/ 1',129 469/0 793/66 'Live Dead SnoW Wind'Roof Live Trib. Load Summary Tag Description Load Type Ref. Start' End 100% 90% 116% 160°% 126% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00' 10-00-00 40 10 09-00-00 2 -floor Unf:Area(lb/ft^2) L 10-00-00 13-01-00 40 10 11-00-00 3 floor Unf.Area(lb/ft^2) L 13-01-00 20-05-00 40 10 . 01=04-00 4 wall Unf. Lin. (Ib/ft) L 00-00-00 20-05-00 %OL 80' n/a 5 attic Unf.Area(lb/ft^2) L 00-00-00 20=05-00 ;20 10 07-00-00'. 6 Main Roof Unf.Area(lb/ft"2): 'L 1 00-00-00 20-05-00 15.. 30 11-00.00 7 shed ceiling Unf.Area(lb/ft^2)' L 00-00-00 L 20-05-00°0 10 03-00-00 8 shed Roof Unf°Area(Ib/ftA2) L ,00-00-00 20-05-00 30 15 03-00.00 Disclosure Controls Summary Value Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 16,093 ft-lbs 50.4%- 100% 2 .05-05-05 be verified by anyone who would rely on; Neg. Moment -16,857 ft-Ibs 52.8%- 100%` 1 13-01-00 output as evidence of suitability for End Shear 4,762 lbs 40 2%. 100% 2 01-00-12 particular application..Output here based: Cont.Shear 7,329 lbs• 619%., 100°k 1 .11-11-06 on building code-accepted design Uplift -660 Ibs n/a 100% . 2 20-05=00 properties and analysis methods., p Installation of.BOISE engineered wood' Total Load Defl. U494(0,318") 48.6%. n/a 8 05-1.1-14 products must be in accordance with Live Load Defl. U824(0.191") 43.7% n/a 23 06-00-04 current Installation Guide and applicable Total Neg,.Defl. U999(40491) n/a n/a 8 15-10-13 building codes.To obtain Installation Guide Max Defl. 0.318" 31,8% n/a .8 05-11.14 or ask questions,please call Span/Depth 13.2 n/a n/a 0 00-00-00: C8A0C®-0788 before FRAMER i sAJSTon.1n1nBC ALUOIST®,BC RIM BOARDW,BCI®, Cautions BOISE GLULAM-,SIMPLE FRAMING' Uplift of-6601bs found at,span 2-Right. SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, .114 OF VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood: C� Products L.L.C. DES O. - SWIM 1tiy ' ice.35961 Page 1 of 2 � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-: �J J' Parc�I.V_ Application # D.l 6c) 13 Health Division'. Date Issued -\ Conservation Division Application Fee S f, Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board OJ Historic - OKH Preservation / Hyannis — Y Project Street Address ` � .2�I.� ��✓ ��=�E�� Village Owner/t-: f6 ��i✓ �✓'` / Address C T��iT �.#�2� Telephone �a' l7 `Permit Requesti(/Gs �� i� l�l� G- �i7i✓ti �i�C/ ��J, C�l�/v✓ � 6,f,<,f4 Dom"&S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new i Zoning District Flood Plain Groundwater Overlay ..Project Valuation Acb,000 Construction Type 2<Jw1G Lot Size' ✓ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure A' Historic Historic House: ❑Yes ONo On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 6-9 Half: existing / new O Number of Bedrooms: 6- existing 0 new Total Room Count (not including baths): existing % new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: ; Yes ❑ No Fireplaces: Existing ` New Existing wood/coal stove: ❑Yes 4No Detached garage:A existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: Aexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � Commercial ❑Yes ❑ No If yes, site plan review # w Current Use Proposed Use -A APPLICANT INFORMATION 777 r (BUILDER OR HOMEOWNER) Name /bf � �- ' 5, 'N� ' Telephone Number 6*� � Address e� S� License# C� 6 b+z�;7 OEM ^ ��jj Home Improvement Contractor# a i �`�pe 1 -;,"P Worker's Compensation #416va7"- 7,M 13 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUREG��-'1.. �� DATE XL/ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER Y y f DATE OF INSPECTION: gtFOUNDATJ.ONs FRAME -2r3� iINSULATI0.N1 .o FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: -- -- ROUGH FINAL FINAL BUILDING..� �7 idly 'Y DATE CLOSED OUT ASSOCIATION PLAN NO. The Commomnmith of Massachusetts Deparhamt of1mTksftid Accidents Office Of Inve-.stigations 600 Washington Street Boston,'MA 02111 wt.pv.masmg&v/di a Workers' Compensafian Insurance Affidavit:Builders/Contractors/FAectri.cianslPlumbers Applicant Infarmation Please Print Legibly Name Musiw 0iganization&&ridwo: it/% i�ti? S1 41C Address: Ag d x �5(d Cityi&aWZip_ CZrv1T 6-1 4.7-&�C phone 4 5�ol"— Are an an employer? Check the appropriate box. T of project r 1. I am a employer with �p 4. ❑ I am a general o mtractor and 1._ 6_ New construction employees(full a4dlor part-fime).* have lured the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet 7_ Remodeling slip and have no employees These sub-contractors have g_,❑Demolition working for mein any capacity_ employees and have workers' 9_ Buildmg addition [No workers' comp.insurance comp-insurance.: "'l 5.❑ [ate area corporation and ifs 10.❑Electrical repairs or additions 3.❑ I am homeori&mer doing all work officers hatim exercised their 11_0 Plumbing repairs or additims mysel€ o workers' right of axe 6 a per MGL 12_. hoof insurance eqm�-1 F c-152,§1(4),and we ha-,,e na ❑ repairs 13_.❑Other employees_[No wad' comp-insurance requiretl.1 *Amy spphcmn that checks boat-1 mast also fill out the section below sbnvdng their worker,compensation policy infurmatian T Homeowners who submit this affidavit indicating they are doing an wadi and Bien hire outside conti:wtars nmsi submit a new affidavit infr1uhnR sorb- =Contractors that check this box must attached an additional sheet showing the mrme of the m -owgmaon and state whether tx not ihnse entities have empkwees. Ifthe subtoutractars have employees,they must provide their warles'comp.policy number. lam an employer that is prm4elhtg workers'cottrpen udion insurance for my employees. Betow is fire pout}and job sits information. Insurance CompanyMine: CSC T//•./C�I�Ti�f� �L/�lri'/��U ` Policy or Self-ins_Lit-# �0,3._� � �7 �'� ExpiiationDate: Job Site Address: �� -��i�s� 1��✓ CitylstatelZip: La K , �� ':�r Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requsredunder Section.25A of MGL c. 152 can Lead to the imposition of criminal penalties of a fine up to S 1,500.00 andlor otie 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 advised that a copy of this statement maybe forwarded to the Office of Investigations of lie DIA liar insurance coverage veriffcatitm_ I do hereby cet�i --tlta ns trfpenaliies ofpedury that the information prmlided abmTe Is and correct Sitmature: Date_ Phone#: <zX�I �Ti�ei L/Cl� 01kiat use only. Do not write in fins area,to be completed by do or town officiaL City or Town: PertmtUcense# Issuing Authority(Circle one): 1.Board of Health 2.Building Department 3.City]Town Clerk 4_Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#- 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. " uantto this statute an to ee is defined "...every e Furs emp y as ...ev ry person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other Iegal entity, or any tvvo or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the e a dwelling house ha owner of w having not more than three apartments and who resides there' or the occupant of the g g P � P dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or IocaI licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for airy applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificatc(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required_ Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation ofin urance coverage. Also be sure to sign and date the affidavit 'llie affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Deparment of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications is any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of 7ndustrial Accidents office of kvestigafioxis 600 Washington Street Bostou"MA 02111 Tel.#617-727-4900 at406 or 1-977 MASSAFE Revised 4-2407 Fax# 617-727-7749 www.mass-gov/dia I R.i$htfax C3-1 8 28/2Q`13 9:.02:35 AM' PANE 2/002 PAX 98rv8r A CERTIFICATE OF UABILITY INSURANCE DATE:k "'°,MM I�FCATEJS wAueo As F INFOBMW.ONLY ARMCONFERS NO:RIGHTS UPON TH E C ICEiITIFICATE DOES NOT AFFutmTNMY OR NEGATIVELY AMEND,EXTEND OR 4TEt'THE COVERAGE.AFFORDED BY THE POLICIES BELOW.- T}II$CER77FICATE OF INSURANCE DOSS NOT COFIST7MA CONTRACT BETWEEN THE:ISSUR40 MBURER�S).AttTF10RtZE ", uc D TH MPORTANT.If ihe a�Mk�lo hold@C is an ADDITIONAL I.NSUREp.tha polleyjles)nTual ti+.endoTse<I. lT SUBttOt3ATQON IS WANF�; a6�ctso s tans and condstions of the Polls%set UIR PO tales UlOY require aad en *m*rnpnt As doment on this`:cerdffeslRe does-not canfu riphis;to the candufflKcsile holdw In Beu of such°endorsmn x eRoaucot CONTACT HOROANINSAOCY.MC. PHONE FAX . P4 BOX 256: WC'Aa Esgc'. (AM,.Nok 11YAN.M MP 02601 ADDREM '28XBF VWRMIRAF�O[mIHO 00VBiA®E NNGA INsAIRBI Ac CONIilOMAL CA9QALTY COWANY (NSUR®> A T ENMRPRISSS INC INSURER S. 1 C INSURER W .. . INSVRHt P O 803C 2036 CO'L[1I'fMA 02635 Ft6R F. Cd4ERA0ES CENMCATENUMRBL rTMT REtinatONNtR ; Nolm WAMS CiANYRF.QUtl"Mr,TIMOR=MDFTIMOFAwcowmAGTOROT1E7taoGUY91iWRH.RESNECiTCWIACIi:TIL�6RR1fs>LATEMAYBE OR MAY PERTAK THEEMMAKMAT BYTHEPOL1= E: M91BJg:TTOALLTHETO EXCIIISMLL4Ai=CONDTI NSOFS"PODS.11WM&4Ck411MRY. WIPE BFHI BY PAD CLAM pQ1 ICY @ MY9 E1w.CATE MBR LiwfTS LTR TIfPEOP11�A11�; L R pO1JCY.lBirlT3t rY1fY1 ��n GodeltALLIAB11M OCCURFiEI4CE 8 CQkSfIERp WrGRZRAL UABRM AMAOE10"rawm 9. CLAM MADEFii�O JR:: ISES'{Eavcwireroa� &ADV lKPJRY S 084-AGGREGATE LIMFT API IICS PER: E IR&AGGREGATE: S. r PRUJECT�IAC`. S-COMPADPAGG �ED A MSIE AUT06. PwLyy..r fVDiYOVVtFO'Alffos . Ty-A'AGE: s UMBRE"UABRCLAIMS-MADE. 00CUR H OCCURRENCE MCESS LAB' .: ORE-GATE. $ I�oucn> s FtE fENTEON',$ A YMORKER S COk�EISS l=Al WG 87AMOR�E at» ZWLOYER's LM►BLTTY YIN GB�78M742.13 071182Q93 07CI8n414 X UiW114 AW PROPIWOWMp cxd nre: E.L.F ACCOE(P 8 500= CFFEEFWEMBERE>C1.IJDWM EL DISEASE-EAEW3LOYEE: S 500,Q00: Yyrs dwrrlbevnOrr EL McF. 8E-POLMUM f E.i :WO.000. OrT1pryT)F OPF4tATglrlS,t�etuw: - DRSGRlP'TiQN OF OPERpT1oNSI1:pCATiO C7T0FlAL.1TFM3. 9III5881:S.AC��Y PBICut�l:'�t7'LEZt:ATB 149[J1�YO'TJ�CBRTIFICATB;Fi01.DI�APPHLTIl$K!WOARSSRS COT+Jp L:GVS&A(3E,:. ` CERMFEM. HOLDER CANCELtATEN SHOULD AW OF THE ABOpME D .POLICIES BE ?.OWN OF BARNSTABLELI CS BEFORE TIOH DATE 71 OF.NdTICE Wet BE DEINERED 200 MATN:S'r IN;ACCO E WIiH 11 P01 K"Y name' us regislened marks. f of Town of Barnstable Regulatory Services ss Richard V.Scali,Interim Director r " Building 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 Owner Must Complete and Sign This Section If Using A Builder avt✓ Gti<�- as Owner of the subject property hereby authorize � Try � � 7�-� to act on nay behalf, in all matters relative to work authorized by this building permit (Address of job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and.,accepted. Q ' SiVature of Owner Signature of Applicant' i �o C 12 /"vrLlE Print Name Print Name ?ate Q:FORM&OWNERPERMISSIONPOOLS 10/13 . 1'VVVu �- Regulatory Services • Richard V.Scali,Interim Director iteBuilding Division ` Tom Perry,Building Commissioner s mtvsrnai.E. • annis,MA 02601 200 Main Street, Hy ►�� www.town.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 ; HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village street number "HO1vIEOWNER work phone# home phone# name CURRENT MAILING ADDRESS: state zip code city/town possess a license, rovidecl that the owner acts as supervisor. The current exemption for"home offers"was extended to int nclude owner occupied dwellings of six units or less an to allow homeowners to engage an individual for hue who does DEF oINffION OF HOMEOWNER e or two- e and/or farm structures: A person who constructs more than one sons who owns a parcel of land on which he/she resides or intends h nsds to reside,on which there is,or is intended to be,a onn a form Per () Official o family dwelling, attached or detached structures accessory to such ,shall home in a two-year period shall not be considered a homeowner. fohall sumch work erformed under the buildin ermit. (Section acceptable to the Building Official,that he/she shall Le r + 109.1.1) licable codes, i ed"homeowner"assumes responsibility for compliance with the State Building Code and other app The unders gn bylaws,rules and regulations. um insP ection e undersi ed"homeowner"certifies that he/she understands the Town of Barnstable Building Department minim Th uirements and that he/she will comply with said procedures and req procedures and req uiremen . Signature of Homeowner " Approval of Building Official Code e; Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Not Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION permit is required shall be exempt The Code states that: "Any homeowner performing work for which a building P rovided that.if the homeowner Licehsing of construction Supervisors);from the provisions of this section(Section ,that such Homeowner owner shall act a1.1 s supervisor."P . engages a person(s)for hire to do such w k, u ervisors,Section 2.15) This lack of awareness often Many homeowners who,use this exemption are unaware they are assuming the responsibilities of a supervisor M y (see Appendix Q,Rules�&Regulations for Licensing Construction ps. in this case,our Board "Its in serious problems,.particularly when the n er rSupery sore The homeo''wner acting as Supervisor ns es unlicensd Person i results proceed.against the,unlicensed person as it would with ith a a licensed ties require5 as Part of the ultimately responsible. To"en sure that the homeowner is fully aware of his/her responsibilities, responsibilities* a15upervisor. On the r page permit application,that the homeowner certify that he/she unders is a form currently used by several towns. You may care t amend and adopt such aform/certification for use in of this issue - , your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doe 4 Revi se 061313. :+% oC�/�/Caoaac�uleC ` Office of Consumer Affairs&Busi ess Regulation License or registration valid for individul use only OME IMPROVEMENT.CONTRACTOR }' before the expiration date. If found return to: egistration. ,109606 Type: Office of Consumer Affairs and Business Regulation xpiration 9121/2014 Private Corporatio 1. 10 Park Plaza-Suite 5170 Boston,MA 02116 A I E ERPRISES INC a ;� .. PETER POMETTI 1 140 LITTLE RIVER RD, COTUIT, MA 02635 Undersecretary i Not valid without signature . I, Massachusetts.-Department of Public Safety Board of Building Regulations and Standard`s Construction Supervisor. �(! License: CS-050457 PETER M POME'-tT PO BOX 2056 COTUIT MA 02635 Expiration Commisss-iio'nner` 04/19/2014 a - A FCC Guide to Wood Coirsbw-c iorr in H4glr Wrxd Areas:RO triply Krrd Zone Massachusetts CheckUgf for Comp�ia�Lce rrso cn�rr;`oot r.l)` Y cmvrmnm 1.1 SCOPE Wind Speed(3-sec gust)_._. --._......... ...._�. ..Y._.._w. ._---- 110 mph Wind Exp=xre.Cafegory_.._..___._..__. �- _.._...._.,. ._.._.___.._:.__.___.__ ... ..___B 'Wind Exposure Category................Engineering Required For Entire Prnjed.......... ........................0 12 APPUC:ABILITY. Number aFStaies(a roof vrhich exceeds 6 in 12 slape shall be considered a story) , stones 52 stories Roof P►tdr _(Fig 2) --_ ____. 51212 Mean Roof Height ft 5'33' Bull r ing Width,W Bo' v Bruldrng Length,L __.__.__.__. ._... . ._.,___.___ --.(Fig 3)_. __.__--._....... 5 BD` Building Aspect Ratio'(LJW) ........ _ .__......_ •.(Fg 4}__:.__._._-_._..__ -..~_ �5 <3.1 V Nominal Height of Tagest Opening' 5 613' t 3 FRAMGeneral com N race witfrfrarnin r nner#ions 2.1 FOUNDATION Foundation Walls meeting requirements of 7130 CMR 5404.1 / Cone...................••_...._ ......._.._........_....---.........-•-• ...........__......._.....-- Concrete 22 ANCHORAGETD FOUNDATIONt-' 5/8'Anchor Boltsvimbedded or W Proprietary Mechanlcal Anchors as an alternative in concrete only i Soft Spacing-general.................................... ..(fable 4)_._--_--,:__ ._.._.___.;. h in. V- i in. 6'-12'. 1,7 Bolt Spacing from end(o'trti of plate____:..._ (F g 5)•---_--_-- ._ _..._ Bolt Embedment-concrete__._.�_.. __(Fig in.?:r Bolt Embedment-rrraso• ruY---._.,...____.-_..._._._.._.____.(Fg 5).____-.____z--_�_.___------..-._ • tn. 15 I1V14 Plate Washer.: F -- 3.1 FLODRS Foor•Framing member spans checked _._____.__ . _(per 7B0 CMR Chapter 55) Maximum FDor Opening Dimension_.-___..._---- ....__(Fg Full Height Wail Studs at Floor Openings Less than 2'from Exterior Wall(Fig 6)..:..............................s....t Mt3xi Urn Floor Joist Setbacks Supporting Loadbearing Waifs or Shearvrall-_.._-.r__(Fig 7)_.__._-:---._...___._.---____ __:Tft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Wafls•or Shearwall_-.-.•-_.-_(Fig 8)...._.._,----.._.-..-•.-.--t FloorBracing at Lndwafis-_-_-. (Fig 9)_._ :. -----_._•� ' Floor SheathLng Type TBO CMR Chapter 55)_.._._-.�., eld _ Foor Sheathing Thidmess _._,.�._..._._,_.._ .-:__(p 2 GM�Chapter 55)� Ned a/GNwl' (T )-•— 9 _Foor Sheathing•Fastaritn ___.._____: • 4.1 WALLS Wall Height 1 Loadbearing (Fig 10 and Table5)------- ft _<10' Non-Loadbearing wags__.�.._ _. ._..___:�_. ._.(Fig 10 and Table 5) ...... ft's 20- r� . Yrlatt Stud Spacing _....__.__..._.._._,. -_._. {Fg 10 and Table 5}..___._..__,/f in.._<247 o.c- • wan Sfary Offsets -.--(Figs 7&8) ft 5 d ' 42 ECTF..RL OLD V AL.L S' - Wood Studs '✓ Loadbearing*A-5; -..... __._- •- --...----._.- ._(Table$}------ _---------_ .2x ft 1'in. Non4ma d�eatingwa(!s.__._._. _._.(1ab(e5). _ __...... .___2x - 4�in, f/ Gable End VV48racing t Frrll.Heig A Endwrall Studs. _ ._ _..___ __- (Fig 10)_-- WSP•Atk Floor Lengftr.___ ..__ - (Fg 1 i)_ .._.....___.___.._. ft. 13 Gypsum Ceiling Length[rf.WSP not used)_-.:.--__- :.(Fg 11). . _ ._..._....._...f ft a 0.9W ✓ _ and 2 x 4 Cbnfinuous Lateral Brace @ 6 ft o-c...(Fig 1 i)................................. or 1 x 3 ceirng furring strips @ I spacing mfn-with 2 x 4 bioddng @ 4 ft spacing in end jolst nr truss bayssV- Double Tip Piat X FYC Guide to Wood Construction in Higfr trind areas: II0 Fn ph f#tnd Zorte Alassachuset-ts Check Ust for CoMpliarlCe(90 CAIR5301.1-1_1)t Loadbearing Wall Connections - {.ateml(no-of 16d common -----(Tables Non-Loadbearing Wall Connections Lama!(no.of 16d common nails)-_ -__f Table 8)---------- Load Load Bearing Wall Openings(racoid largest opening but check all openings for corftprance to Table 9) Headers Spans �... ) - -- -_ � f/ pa •--___--- --_____..___._ _. able 9 _______ it ill 11 7- Sig Plate Spans (Table 9) ft 3 in.:9 IV FLA Height Studs (no.of'stids)___-__� ___��(fable 9)___�..---- _---------------- Non-tj:sad Bearing Wall Openings(record Largest opening W check all openings for compliance to Table 9) Header Spans.. }_•-' c i(J able 9 Sill Plate Spans..------------------------------- --(T }-----•-�---_�-__._�.._tt_in._1 Z` . Full Height Studs(no.of studs)-_--___ .._(Table 9)_...-__:.___ .__---__�___.____. Z �_ Edarior Wall Sheathing to Resist Uprrtt and Shear Simuttaneously4 Minimum Building Dimension,W Nominal Height of raffest Opening? .................._-------•--=-•- 5 E°Er Sheathing Type_.___�-•-•-----_...__�_.__.._r _(note 4)____._____.._.•---__-___.._.__.__. Edge Nail Spacing (Table 10 or note 4 if less)......._....._ in- Feld Nail Spacing_--.-..--.----------------.-..(fable 10).._ Shear Connection(no-of 16d common nark)(Table 10) .53 Percwt Full-Height Sheathin able 10 ..___-------__._----------------- 5%Additional Sheathing for Wag with Opening>6'8`(Design Concepts)-_--.._._--_--- NIT - Maximum Building Dimension,L V . or, V Nominal Height of Tallest O Pen lngZ.._ _ ...................:................................... `g`g' Sheathing note 4 ---•--- Edge Nail Spacing_.__.._..._-----.-- _.-_r(Table 11 or note 4 if Less)_._____...------• in. Field Nail 5pactng...______..____.._._, .___(fable 11)-____- ..,----- -__�_.._ Shear Conne con(no.of 16d common narls)(Table 11)----------•_----_.--_ Percent Full-Height Sheathing_---� __ ---(fable 11)..._... �--- 5%Additional Sheathing for Wail with•OpenkV>6V(Design Concepts)_.___._._ :._ A Wall Cladding 11 Rated for Wind Speed?------------------ _...... -. _._.�_-•----_.__.__ __.__.__.___--.-.__._ 5.1 RCUOFS Roof framing member spans checked?-----_-__.(For Rafters use AWC Span Tool,see HBRS Website) Roof Overhang ------------------------..........................:(Figure 19) -__-.. 44 f s smaller of 2`or L/3 Truss or Rafter Connections at Loadbearing Waifs Proprietary Connectors Upfrft__.._..-•----:__�_----•----.- (Table 12)____�_:__.:_.__...�__._..___ _ L �� pff - ------------___ 12)-----------------------------.__.__L-f pff Shear._...- -(Table 12)---------_.�._.__.. --. _ - S=-� pf Ridge Strap Connections, if collar ties not used per page 2f___ (Table 13}-:-•-:-:....._.... plf - Gable Rake DUOOoker------------------_-----------------(Figure 20 0 ft s smaller of 2 or t12 Truss or Rafter Connections at*Non-Loadbeadng Wafts Proprietary Connectors able 14 ____ U= lb. Uplift..�_.__...._�_......_, .�_. (T- )__._..____.____.________... Lateral(no.of 16d common nails)_.(Table 14)---------------..:...........��. --- ��= Roof Sheathing Type__.___._;___._._-+.-------- (per TBO CMR Chapters 58 } ... IC Roof Sheathing Thfdmess__-------....�___-�. � ____.-- l�LrL>_7/16'. SP. ✓ Roof Sheathing Fastening-------------- (Table 2) � This chord ist shall be met in its entirety, excluding the specific exception noted in 2,rto comply with the requirements of 780 CMR-5301.2-1.1 item 1. tf the checklist is met in its entirety then the futtowing metal straps and hold dovms are,not required per the WFCM 110 mph Grade: f . a. Steel Straps per Figtii e 5 ¢ b. 2l Gage Straps per Fgure•11 , i~ Uplift Straps per.Figure 14 cL All Straps per Figure 17 e_ Comer Stud Hold Downs per Figure 1 Ba and Figure 18b Exceptiom Opening heights of up to a ft shall be permitted when 5%is added to the percent Weight sheathing 'requVe ents shown in Tables 10 and 11. - The bottom srN plate in exterior walls shaft be a minimum 2 in.nominal thickness pressure mated#2-grade• I, • III ATYC Guide to Wood Construction irr Rjf,h Wmd Ar eas:'I ZO mph VmdZDna Massachusetts Checklist for Compliance (780 CI~iRs3oT�:l)' 4- - a. From Tables ID and 11 and location of wall sfibathing and Building Aspect Ratio,determine Percent Fulf-Height Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: , L Panels shall be-instalied With strength aids parallel to studs. . iL Alf hotimntal Joints shall o=r over and be nailed to framing. GL' On single story construction,panels shall be attached to bottom plates and top member-cif the double top plate. iv. On two story construmtioN upper panels shell be attached to thd 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 Just and lower attachment made to lowest plate at first`floor framing. V. Horbmntal nail spacing at double top plates,band joists,and girders shall be a double row of ad staggered at 3 Inches on center per figures below:Vertical and Horizontal Nafirng for Panel Attachment S. Glazing prcthmfiorL a)new house or hc)rbnr tal addition—required If protect is 1 mile or closer to shore(generally,south of Rte.29 or'north of Fife.6) b)vertical addition—not required unless there is Ve renovation to the first floor C)replacement wiridows—needs energy conservation oompftance only(chap S3)" S.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B maybe obtained from the American Wood Council (AWb)vyebsila. GE THSE FEMox • ATE-= 11 t ..fi 11- 1 �• 'r N i l 1 t if at f 1 t 11 11 1 t 14 At l 6 - � t �t { lr 1 l f ALL Paii It - I �sErsCr It LI It .t It tit S 1 l ;Eji FF • ,T l 1 � 1 1 � l i If r'l v STAGGSIM �� u4 sPA } P PANEL r • • • �-'� PA" EE,= 7 pQL18CEuelr Fsr_�S?AC19�t]El�IL - See Detalt on Naxt Page . • Vertical and Hor1zDr7W Nall n Detail g VerliFal and 1-foti:z onthl hiaiCrng for Panel Afiachment for panel Aftachmmt ' TMM VO OEM eR ID&UM asGMM MUD OMMa 110 MPH EXPOSURE B WIND ZONE Table 2. General Nailing Schedule '. .. .> _: _ 4,. :. % _. , .,. - .m. ..:. 'n{, wgw k,-. kb .ram,•; Blocking to Rafter(Toe=nailed) >, s 27 8d 2-10d each end M Rim Board to Rafter(End-nailed) 2-1.6d 3-16d each end Z -77 Walt Framing �� Top Plates at Intersections (Face-nailed) 4-T6d 5 16tl "" at joints Stud to Stud (Face-nailed} 2=16d " "` 2-16 d 24`o c Header to Header(Face-nailed) 166 16d 16 o.c.along edges 11 a . = 0 Floor.,Framing Joist to Sill, Top Plate or Girder(Toe-nailed)(Fig: 14) 4 8d 4 10d `: ,.per joist y Blocking to Joist(Toe-nailed) 2-8tl 2 10d ." each end Blocking to Sill or Top Flate (Toe-nailed) iu ° ' :A 3 16d 4-16d t eh block Z ac Ledger Strip to Beam,or Girder(Face-nailed) w: 3-1.6d ;- a 4 16d, each foist _ N Joist on Ledger o Beam (Toe-nailed) ik 3 8d '" 3 10d per joist s ie Band.foist to Joist(End-nailed) (Fig.:14) `` 3 3 16d y 4 16d „ per joys " �. Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) 2-.16d „„3; 16d per foot µ Roof Sheathing ; x t KIP Wood Structural Panels rafters or trusses spaced up to 16"'o.c. 8d 10d ,t 6"edge/6"field ,y o rafters or trusses spaced over 16" o.c. 8d 10d 4":edge/4"fiield gable endwall rake or rake truss w/o gable overhang 8d 10d 6"'edge/6"field' gable endwall rake or rake truss-w/structural 8d,"' 100 T' F6"edge/6 field, outlookers 4j , gable endwall rake or rake truss w/lookout blocks 8d 10d 4" edge/4"field �* 4 ., . °CeilingSheathing ¢" lmt^� 2 '".kca'S Iz ,' '� ° iya.. s. K ,"`0 ". d, ?'m..:>�, 'r .mdi'.' + ' ti•m^<' 'fm: Gypsum Wallboard fi`'5d coolers 7"edge/10",field=' Wall Sheathing . ,, e - _`0,4 F i Wood Structural Panels i a: studs spaced up to 24' o cr 8d 10d 6 edge% 12"field 1/2"and 25/32" Fiberboard Panels y �8d1 R 3"edge/6"field -1/2"Gypsum Wallboard 5d coolers 7°edge 1 1 0"11.fieldr: oFloor Sheathings W " Wood Structural:Panels 1"or less ' "k 8d 10d 6"edge J 12°field greater than 1' 10d 16tl �6".edge/6",field 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. IL I Neils. Unless otherwise stated,sizes given for nails are common wire sizes.Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST&;PAPER ASSOCIATION a� 7 c,@ 4 ' C-91/A` Ic-93u• Y-I' 9.3' I <� ---------------- C z - r—�I 1 II I-- ro rev ea�isr. I 1 I xew snm xoor eeow 'i rx. 9c slxw T itw I �d o+wrm MUD I j KITCHEN 9 I 3 I - I 1 �1 1j eusnxc ensnxc ensnxc qn k-62L—_—_ II zYl j BEDROOM#1 BATH BEDROOM#2 .- `9 I II II 11 ax .. - opt - ae+wnrm oasnxc BACK ENTRY HALL ' b 'vi xew 1 POWDERN II xcw aexs r„�� - II � II , exisnxc BEDROOM#4 PM➢AL _ PM1UL FIRST FLOOR PLAN SECOND FLOOR PLAN Z Wi _� u- t u) o Z .. W m o_ a « 3 ■ LL - r • - > - - GIE:�xUTFD DRAWNO#: Al - 3 r a . {€T f 4qq ------------------ IIIIIIII I I fr` a ®®® 00 ® iliiililihlil� ��{ �� q1 � ®® III IIII I IIWII I m ,� 3 '{y'�'� lm • rpw.waa � ..wr .. I E70SITNG HOUSE AND PORCH NEW ADDITIONS EXISTING GARAGE FRONT ELEVATION SCALE' 1/4' 1'—O' _ - - - � IIIIIIIIIIIIII - ' - IIII�I�I�I�I IIII Tarrwe IIII Z. W op I11111111I FM s _ IIIIIIII 1 1 IIII IIII III LU LU IIIIIIII III IIII III V� F ru+rnw.0 •. IIIIIII IIIIIIIII I f f �I�I�I�I 111 Y y Z z,m none III. - . - I IIIIIIIII IIIIIIIII I W r ~ • �® IIIIII ® IIIIIIII IIIIIIIII IIIIII II �"'� Illiiiiiiiil IIIII ® I'I'II I'1111 �+ EXISTING GARAGE NEW ADDITIONS y EMSIING HOUSE AND DECK su,z:.a worm REAR ELEVATION DRAMiNO! SCALE 1/4' AZ - 3 ,b.,• b s - --------1 --------- -------- Zi - spa• 6 i..i I I___ 1 I CRAWL SPACE I IT w`�'eu wo wlm ccaa+c� FULL BASEMENT R o y4--- m 'TT f___ n FULL - BASEMENT . • ' '4 .. .. _ roam snW , • ------- __-_-_ =L . / roonxc woos corn• oc. � - i PARIVL ., /f FOUNDATION PLAN HALL BATH r^"m"' g ' Aµ•-p_.p' - ' II rec�lxsw.,a. F cwuu I � ' Ij at.Fr•."e - � xnvwuu " fA 1 sccoxo riooa rawauc war epsiwcaee Z . II xew lxmvw.0 - II F— r s,le rar.lx9,.aw II - I!—ae. uew zvc mwms wiu U II wu I I oo uc �a�,e r`x:iwvx..nareeww C W _ _ II - KITCHEN I I _ 1 2b-5' z U) a-ie ncr neu.aan I I I I a le.ar Ixsn..mx - W R O II II - Si.FlRSi M w611a u+cx wA.kerruc a g.Flr3i rt0. 4 ' = F Z nroa Z CRAWL SPACE —__ b I ~ ~ ul . FULLBASEMENT v a O .mnxo enavoremr rmnxc wawa eon® o +�� d 1— f easnxc eecwonmswwu �a Z j O • PARTIAL �i W ROOF FRAMING PLAN a FF SECTION KITCHEN Ile-I*-r .• IH'•I.4 .. 6GLE:AS NOIED CRAWNOR: A3 - 3 January 10,2014 Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 CD N RE: 218 Ocean View Avenue, Cotuit,MA s ((—��l �. ZZ Dear Mr. Perry, I am writing this letter to request installing a new 100 amp electrical service to our newly constructed detached garage. Our previous detached barn that we demolished had its own` ' electrical service and we would like to reconnect to the same pole. Our existing service in--- our house.is very full and in a location that would make it very hard to run a sub service to the new garage. Thank You, 1 Joan White January 10,2014 Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 RE: 218 Ocean View Avenue.Cotuit MA > ZE W Dear Mr. Perry, I am writing this letter to request installing a new 100 amp electrical service to or newly constructed detached garage. Our previous detached barn that we demolished ha' its own w " electrical service and we would like to reconnect to the same pole. Our existing service ins, rn our house is very full and in a location that would make it very hard to run a sub service to the new garage. Thank You, 1 Joan White 4 Commonwealth of Massachusetts 2) U + Sheet Metal Permit Map nParcel Date: 2 `3 — 1 �/ Permit V A( Estimated Job:Cost:$ d o Permit-Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# �2 c7 Applicant License.# 3 q Business Information: Property Owner.Nob Location Information: Name: 1Gl&l'l0 /AA CC� 5Y-S/Z�-1 Name; street:,?_ �L ��5 ��o' ! Street. D CGe,11 CityiTown:l Jol 6 e r n S-)-ti Cityrrown: (f / U; �— Telephone: 5'/`L _ Telephone: Photo I:D.required/Copy of Photo I.D. attached: YES. . NO stafin1w J-1/PO inrestricted.license X- �� ` IT J-2 I M-2-restricted to dwellings 3-storie8 or less and commercial up to 109000 sq. ft./2-stories or less FF8 4We' ' Residential: 1-2.family �i Multi-family Condo/Townhouses Commercial: Office Retail Industrial TO NSTABLE Fire Dept Approval Institutional_ Other Square Footage:. under 10,000 so.fL 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 i Provide detailed description of work to be done: ;r j. .INSURANCE COVERAGE: I Have a current liability insurance:policy'or its equivalentwhich meets the requirenments of M.G:L Ch.112 Yes No❑ If you have checked ;:indicate'the type:`of coverage'by checing the appropnate.box below: i A liability`insurance.policy m Other type of indemnity Q Bond 'El I OWNER'S INSURANCE WAIVER:1 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,2 Agent ❑ Signature.of Owner or Owners Agent i By checking this boxE],.1 hereby certify hat ail of the details and information I have submitted(or entered)regarding this applicatiah are true and accurate to.the best of my knowledge and that all sheet metal work and Installations'perfonned under the pennit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building'Code and Chapter112 of the General taws. Duct inspection required.prior to insulation installation:YES_ NO i Progress Inspections Date Comments Final Inspection Date Comments I Type.of License: 3y Q Master Fille Q Master-Restricted 'i 'R01Nn QJ.oumeyperson' Signature of Licensee �etrn�TE QJoumeypersorrRestricted (� License Number. 5 7 y -ee$ Q Check at www.mass.aovldnl nspector signatuft:of Permit Approval �s ' The Commonwealth.of Mosachusab Deparbnent oflndustrid Acddents Office of btvestlgadoits 600 Washington Street Boston,MA 02I11 U7. 0 www.mass gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezbly Name(Business/Orgmizadon/Indivi&W):.71/�,-v C, �')`l' l., SY � 1 Andress: City/State/Zip: Phone* Are'.you as employer?-Check the appropriate box: ' -:`Type of project(required):: L.M! I am a employer with 4• ❑ I am"a general contractor and I employees(fill and/or part-time).*. have hired the sub-contractors 6. El New constraction . 2.,❑ I am.a•sole proprietor or.partaer- Iisted'onthe'attached sheet: 7. ❑Remodeling ship and have no employees Tie�o�ctom have 8. ❑Demolition working for me m any capacity, employees and have workers' [No workers'.comp.insurance comp.insurance.$ 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10:❑Electucal repass or additions officers have exercised their ❑ �mg repairs 3.❑ I am a homeowner doing all work I1. P r airs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roofrepairs insurance id.]t c.1A§1(4),and we have no employees.[No workers' 13.❑Oher camp:insurance required:] *_Any app3icsat thatebecks box#1 mush also f4 od the section below showing flxii wa=7oas'compma ion policy nformntion. t Fiouxowneis who submitthis affidavit indicating'$tey are doing all work aid them hue outside.contcacto,must submit a new affidavit indicating such. tContiactors that check this box most attached an additional sheet showing the name of thk sub-contracims andatate wbether ornoi those entities have employces. If the sub=conlractots_bave employees,they mustprovidt then wodozs'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.#: 7 iiationDate: Yob Site Address- City/Statelzip: Attach-a copy of the workers'compensation policy declaration page-(s bowing the policynumiber and expiration date). Fa&=.to secure coverage as required under Sec tion25A of MGL c. 152 eat lead to the imposition of criminal penalties of a fine tip to$1,5oo-oo and/or one-year imprisonment,,as well as civil penalties in the form of a STOP WOR ORDER and a fine of up to$250.00 a dayagainst,tbe violator. Be advised that a:copyof this statemtnitmay:be forwarded to the Office of Investi ations of the DIA.-for.insurance coverage Iverification. I do hereby cerh}y the..parns aril penalties ofperjury that the information provided above is true and correct. Si tur•e: Date: - Phone#: Offci'al;use only. Do not wrife.:ui this area,,to be completed by c or town official City:or Town: Permit/License# Issuing Atiffiority(circle one): .1 ,Board.ef Health.1.BmUding Department 3.City/Town Clerk 4:Mectrical Inspector .5..Plumbing Inspector 6.Other'. Contact Person: Phone#s �. o. . Town of Barnstable i Regulatory Services MAN r Thomas F.Geffer,Director Building Division. Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601. www.town.barnstablcma.as Office: 568-862-4038 Fax: 508=790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I; �ie Xh; "C. as owner of the subject ptoperty hereby authorize 5 to act on my behalf; in all matters relative to work authorized by this building permit. (Address of job) *Pool fences and akrms are the responsibility of the applicant. Pools are not to be filled'before fence is installed and pools are not to be utilized.until all final inspections are performed and accepted. Signature of Owner Signature:of Applicant Print Name Print Name Date Q:FMMI :OWNE:RPE UNBSIONP00LS Client#:281696 TAVANOMECH DATEIMMIDDIYYYY) AC®RD.0 CERTIFICATE OF LIABILITY INSURAMCE 1 1/1712014 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(ios)must be endorsed.If SUBROGATION IS WAIVED,subJect 40 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 Ileu of such endorsement(s). I CONTACT Anne Sanzo PRODUCER NAME: HUB International New England PRONE 508-945.7863 FAX No:508 945 9136 g AIC IE Ezl): 265 Orleans Road E-MAILAODRE_s: anite.saltzo@i)ubinterllational.com N Chatham MA 02650 INSURER(S)AFFORDING COVERAGE NAICtt 508-945.7863 INSURER A:Hartford Insurance Co INSURED !USURER 0:Safety Indemnity Insurance Co Tavano Mechanical Systems LLC INSURERC: 201 Capes Trail INSURER0: ! W Barnstable,MA 02668 INSURERE. INSURER P- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOVY 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 IdAY 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 SHOYIN A!AY HAVE BEEN REDUCED BY PAID CLAIMS. AODL SU SR • BR POLICY EFF P LIMITS OLICY E%P IN INR TYPE OF INSURANCE IINSR jWq _POLICY NUMBER It! �DJYYYn.IIMMR)DIYYYY I A GENERAL LIABILITY 08SBMZQ6456 8/14I2013 08/14/2014 EACHOCCURRENCE S1 000000 gAALIAGET0 ENt 5300,000 X COMMERCIAL GENERALLIABAITY PREr.:15°S ea occurtencaj CLAIMS-LMADE I—xi OCCUR + MSD EXP IA1y ono person) S10,000 PERSONAL 8 ADV INJURY 51,000,000 GENERAL AGGREGATE S2,ODO,000 GENT AGGREGATE ULLIT APPLIES PER: } PRODUCTS-COt1P:0?AGG $ 2,000,000_ �I PRO• LOC 1 S _j POLICY J_ECT COMBIti=OSI'GLE LUMIT 6 AUTOMOBILE LIABILITY 6210665 B12812013 08128/2014'(Ea acc:den!) s - BODILYINJURY(Perpersan) s250,000 ANY AUTO 500,000 ALL 019,CED !SCHEDULED BODILY INJURY(Per oci;dent) S AUTOS AUTOS PROPERTY DAMAGE S500,000 l;ON-Oi':NEO Per acddent X HIRED AUTOS X AUTOS S UMBRELLA LIARHCLAIMS-MACE OCCUR I EACH OCCURRENCE S EXCESS LIAR AGGREGATE S I 5 DED !RETENTIONS — •v.' STA • OTII- RKRSCOPENTION 08VVECLG5272 811412013 08/14/2014 y T AAN E A T1 YIN E.L.EACH ACCIDENT S100.000 ANY PROPRIETORJ?ARTYERiEXECUTNE OFF1C'fVftEhIBEREXCLUDED? NIA E.L.DISEASE-&1 ELIPLOYEEI 5100 000 fhlandab,y In NN) If yes,describe undo. E.L.DISEASE-POLICY LIMIT}$500,000 DESCRIPTION OF OPERATIONS tx•:mr 1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORO 101.Additional Remaihs Schoduio.If mono spaco Is.equlrod) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable, THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St - ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE CU 1988.2010 ACORD CORPORATION.All rights roservod. ACORO 25(2010105) 1 Of 1 The ACORD name and logo are reDlstered marks of ACORD AS064 #S10616841M978046 L s 899zo � : ...: ��eelsNal�a M zi m. il�al �3_dbO �oz z, D; ONVAV-L N �3 Idfl�i G313(aiS3gan tser ;� �� 3SN30 L1 9N IMOIIOj 3H1 S3nss 1 5if3N210�1: 1�f131 ;L33HS JO 19lV6MOBNvVp ::� - C® ®�1�IEALT;i OF 1UlA5SA�Qasae aEll sHEET METAL WORKERS ` RODNEY N TAVANO m , Av�No MEcµANICAL SYSTEMS 201 CAPES TRAIL V W BARNSTABLE MA 02668-ooga p 8! 5 : 342339 p 54. ..,--�l� F t� N T ;c e 7A1 CAPES ��Mp,02668=.13t Assessor's map and lot number ...3., ..... SMC SYSTIEM RA W 13E INSTALLED IN COMPLIANCE WITH Sewage Permit number ......./.1�:4:�. ... ....:. .. .�............. _ ARTICLE (I STATE _v SANITARY CODE AND.MMWPN �OF TM E Tp� TOWN OF B A l d.99 L E ro�"P yyo� ii • i 33AUSTODLE, i "6 o w °" BUILDING INSPECTOR � av APPLICATION FOR PERMIT TO ..... r-� /..f :... '�oL .................................. TYPE OF CONSTRUCTION ........ //.. (..... �1R.0.y...... T.yt �,e./..��: .... 19.., � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............ N...�� lc.J... -� .. ..�.........��a. .1.. ............................................................... ProposedUse ....... l ,lza... ............................................................................................................................... ........................................Fire District ....................................................................Zoning District — z— Name of Owner -...Address ............. �. ' ... 1 ....,�� ............ Name of Builder, iQ i-...q/....A as ..��..,/1..�. ..........Address ..�1.. 1�i4!�.� ��.,:?....�rt�A..��.rf"'ry/J�z. o .Name of Architect ............�./d.�f.'�.........................Address ...................... ..................................... L � ....................................Number of Rooms .............. ......Foundation .............................................................................. Exierior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... S' /f2sz Heating .................Plumbing .... ... ...... �0 Fireplace ..................................................................................Approximate Cost ............ .,t..................................................... Definitive Plan Approved by Planning Board ________________________________19_______. Area ............ G a .................. Diagram of Lot and Building with Dimensions Fee10 SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. r Name .......................................... ,hoc White, Thomas J. P swimming No ............. .. Permit for ...........rivate............ pool j Ocean View Avenue................ Locatio�.............................................................. Cotuit .........................:....................................................... Owner Th.omas. ...J, White ... ...... . .......... Type of Construction .......................................... ................................................................................ Plot ............................ Lot ................................ -_� Permit Granted .............p]^ia....$...........19 774- Date of Inspection 1,'q/./7.d..................` ' }� rt r Date Completed PERMIT REFUSED ................................................................ 19 .. ......... . ....................................................... ........................ ............. ............................................ .......... 1 .... .......................................................................... 4 Approved ................................................. 19 ............................................................................... ............................................................................... TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0392 Parcel 03,10 Application # Health DivisionDate Issued `0 Conservation Division �C Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 10/9A Historic - OKH _ Preservation/ Hyannis Project Street Address Alb az-?w lle_� Village 420TUl7- ��'� wh�f� /a y .�✓lvSc� sj' Owner Address IA-14 Oho Sea Telephone (y/�' 79y'- AC465- Permit Request Z4�5_# e-WST74J4 ;34<A1 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation va Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) n--ocmo Age of Existing Structure Historic House: ❑Yes ❑ No On Old King'' ighway:cl Yew❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)l Number of Baths: Full: existing new Half: existing newer Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name` � i r � C• Telephone Number AD 7as& Address 00 Itfw ®)-Q 9;o License # f� Home Improvement Contractor# Worker's Compensation '9yOz7loi�L-j.3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ;c&V/U,6- SIGNATURE G� DATE 101�1 i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED t MAP/PARCEL NO. 4 L t ADDRESS VILLAGE OWNER s DATE OF INSPECTION: AFO.UNDATI.ON+ FRAME INSULATION 1;imW '3 FIREPLACE ELECTRICAL: ; ROUGH FINAL — PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING,-'- DATE CLOSED OUT ASSOCIATION PLAN NO. . The-Gommonweatth ofwassachusetts__ Department of Industrial Accidents Office of Investigations- 600.Washington Street. Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance.A.ffidavit: Builders/Contractors/Electricians/Plunibers Applicant Information Please Print Legibly Name (Business/Organization/IndividuaI): 04 Vol Address: O ? � City/State/Zip: 6,0 yr 02-&3J Phone#: Are you an employer?Check the.appropriate box: Type of project(required): 1.RI am a employer with 6p 4. I am a general contractor and I employees (full and/or part-time). * have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or parer- listed on the attached sheet. 7. .❑Remodeling ship and have no,employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' [No workers'comp. insurance comp:insurance.$ 9• ❑Building addition required.] 5. E] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp, right of exemption per MGrL 12.[] Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: ��•r ✓/7?Zf.�9Lir/� Policy#or Self-ins.Lic.#: �.rd Je115.---OA74�A/7`1 a 13 Expiation Date: Job Site Address: 6q?/ a e* / Ale ' City/State/Zip. aluoG� ;44 di�te?d— Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un a pains enalties of perjury that the information provided above is true and correct Si ature: Date: Phone#: 50d — y�aZ .— V-ql�.. 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#: Informa io�ri arid-Instructs - Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statate,.an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." artnershi association,corporation or other legal entity,or any two or more « An employer is defined.as cc.an individual,p P, d i of the foregoing engaged in anoint enterprise,an the legal representatives of a deceased employer,or the I association or other legal entity,employing employees. However the . receiver or trustee of an individual,partnership, owner of'a dwelling house having not more than three apartments and who resides:ther air or the occupant of the .dwelling house of another who employs persons to do maintenance,construction or.repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or.local licensing agency shall withhold the issuance or renewal of a license or permit to operate a.business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with:the insurance requirements of this chapter havebeen.presented to the contracting authority•" Applicants Y b checking the boxes that apply to our situation and,if Please fill out the workers' compensation affidavit completely, y g necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s),of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance, If an LLC or LLP does have employees,a policy is required Be.advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial.Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pennit/licease number which will be used as a reference number. In addition,an applicant that must submit multiple permit(license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (sty . town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not relaxed to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone.and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington.Street Boston,MA 021.11 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617=727-7749 Revised 4-24-07 www.mass.gov/dia Rig'htfax C3-1. S128l2013 9:0Z.:135 :AM; PANE 2/002 Fax server CERTIFICATE OF LIABILITY INSURANCE °A1'N0"'°°m'�'� ng FICATE UED Arp-A-MATTER,OF INFORMA. LY !ffi NO RIGHTS UPON THE C FI FC7ETFr-A' DOES NOT AFFIRMI►TI1t13Y OR NEGATIVELY A MEND,.EXTMD OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BE LM. 7iF1GATF..DF;[NSiIRANCE.DOE3 NQT coottTTTIMA CONTRACT BETWEEN THE ISSUl11d INSURENS1.AUTHORIZED FpaeUC D THRUNT:f thocmaicata hoidsor.an-ADDITIONAk.INIORM.tho;polICK21s)must be andorsed. K SUBROGATION ISWANED.subjoctta trmt:aad.condffioAs.of Ike pogc%7cwtaln poUEaw mW require and encidmar tent A atafnnen#on this eertlflE:ats does.not ccniu rights to •CsrtiAta ft hohW In HEw 61 sych endorsern s.. etroDuc�t COMTACT NAMM: . HORGAN INS AOCY INC PHONE FAX PO kX 23O tAIC,Na Eldfk Mice No >�AAAtL TJYANMS,MA.02601 A13:13REM 2WW N'MI1046)AF 1dliD0IG.GOYHiAOE MICR: MWRW I A: COATfI MWAL CASUALTY CMDANY. A ENTBitMSBS IIJC: INSt s:. tN9URBiDc P4:SCX 20S6 COTUI'f,MA-0205 IMWPAt F:. COVE RAGM CE R IVICATE NUM REVlsaer NufdeHe: MCCATE0. NOTWIPWANOENOANY OM,WAOR="K= OFAWCOn7RACLOROTMM000U1E:91TWITHRTMWTTOVAWMTINSCNUEWJ1TE(MAYSEM511E0ORWY PMTAK:TN£ WRtlDaY AFD . TMPoUCW ED�EMEsMUICTTOALLTHETEtIKB=AMMMAMCDNMTDNSDFSUMrOLCtE;9.1JN/iSEMMMMAY HAYElk H R® C8t 41SYPADCLAMd. . P0L=E3f VA= POLEYEW EIAM tMaR Lnrtrs LTR. TIEPEOF L R POI ICV IRIEIlEtR: PfMm'h: a1fElaAlGi. GEMF3tALLIABILITY OCCIJ ENC'E: S. COA VEWAL'GENERAL UABMRY AMIAGE TO FEmM. f CLAW MADE a O�1R: 19fS:{Eai EW tiro :DifsOni. : 6 ADV IN,I MY S [ JLAOCEGALEI.IMPf:APPLfES, E3�tALACaGIG117E' S POLICY F'RLIIECT LIDC: -COMPIOPPJ30 S A!?TOAAE)BB E UANI M NEED SOME S ANr AE.Eio • pAR�a smt�rq ALL OMEDI AUMS' ILY1N lu1i/ S SdiED1JLE AtIT0E3 Y`IN�R)RY S FI[i2i�AUT09; oaodftm Ntorl•0WP4M MUMS TY DAM AGE. : UMBF411 A L m Ci=R H OCCURRENCE 4 pfR;E33LiAB; CLMA&MIADE diEGATE. CT19[E s wE:sraTurbRr ar►�t A Vl0RKHT$COIlHBSATIONAND. UBQ279N174�13 0T11ti/1Q18 G7ltHn014 x` t1WiB E3�1AYQts Lwwry. TOO, OE ItiEM86Z F1Cxl E L EACH ACOMENT =. 500,000 F.I::BSEASE E.A Ehrlp f p S 500.000 p�RxN�I rp*•dW&ft Wdir.. F1,DlSEAM-R0=llMff i 5WAW WAC Runs M OF O bStATM tslpw., tIE9CRlNT10N OF OPERAT1oNs11.oCATIO �� 7 9.MM."SSANY PS=I MMWAM T%TOM CMT=ATE AQ[.DTM AFFHCMo W01t =COW COV5RAM CERTIFICATE HOLDER. c"CELLATION TQWN'OI?BAIt93TABI.E SHOUI�AW dF:'PE�ABOVE OE RIBf POLIdt3S BE CANE BEFORE TM DATE 7H .NOTICE YYILL ElE D13lYEltED 20DMALNST Ift/ICCD EVMiiM7wPOucy AU.. .: ATn1E. •. MA OW 1. HYANNIS, ...,. . ,. ,._ •. RD::ZS.�2D7 7L nameaarl arq:reg marks ACO. 10 CO I_ri9 _ery r f r .� (92e�parrvnzoaxcuea4C/olblffcwaaclivaeCta� `License or re rstrat�on valid for individul use onl I Office of Consumer Affairs&Business Regulation g y OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 109606 Type: Office of Consumer Affairs and Business Regulation xpiration 9f21/201A Private Corporatio i 10 Park Plaza-Suite 5170 Boston,MA 02116 A.IE ERPRISESI'NC.___ PETER POMETTI 140 LITTLE RIVER RD j COTUIT, MA 02635 Undersecretary i Not valid without signature i Massachusetts -Department of Public Safety j Board of Building Regulations and Standards Construction Supervisor r! License: CS-050457 PETER M POM T-TI PO BOX 2056 = j COTUIT MA 02L35 I j I Expiration Commissioner 04/19/2014 :To' wni of Barnstable Regulatory Services ASS Thomas F.Geller,Director. 163¢ Banding-Division Tom Periy,Building Commissioner 200 Main Street,Hyannis,MA-02601 �vww'town.barnstable.maxs Office: 508-8624038 Fax: 508-790-6230, Property Owner Must Complete and Sign This Section If Using A Builder as Ownez of the subject property hereby authorize r/ ETAS to act on mY beW in all matters relative to work autliorized by this building pe=ait (Address of Job) Pool fences.and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all'final inspections are performed and accepted. Sigiature of Owner Signature of Applicant Print Name Print Name Date •• • . . • ' ' QTORM3;0W, E ERMISSIONPOOLS 62012 October 4, 2013 Barnstable Building Department 200 Main Street Hyannis, MA 02601 RE: 218 Ocean View Avenue,Cotuit, MA-02635 To whom it may concern, M The existing barn located at 218 Ocean View Avenue,Cotuit,'MA has no water or gas connected to it. Thank yo 44 Ken D e MA Plumbing License#11012 i ' 1 ' f One NSTAR Way,SW-390 NSTA Westwood,MA 02090-9230 EL.EC TR/C Phone:781-441-3318 Fax: 781-441-8721 0A S Brian.Reardon@nstar.com October 4, 2013 Letter regarding service at 218 Ocean-View Ave Cotuit, MA 02635. C/O Peter Pometti To Whom It May Concern: NSTAR has shut off and removed the electric service to the garage at 218 Ocean View Ave Cotuit, Massachusetts, in accordance with work order 1962746.'There is, to the best of our understanding, no live electric service currently at this address. If you have any questions, feel free.to contact me. Thanks, Brian Reardon NStar 1 Nstar Way, SW390 Westwood, MA 02090 P 781-441-3318 F 781-441-8721 _ G_ it HIGHLAfMO CIRCL1c r 1 NEEOHAM,MAS$;021AN (517144,.2535,444.2538 RL 151 MASHPEE,'MASS 447 1323 r SINCE 9H LO R NITE-� '.1956 ' S!VIMMINGPD0 n E3r��s4 Y. ..GENERAL SP,ECIF.ICA-TI'ONV,' SIZE-�,b ex 6 0 DEPTr T4j r .." ,•. L SHAPE C;a r J,�TI'r�t++M� '.PERIMETEb ;,tJ 7,b, c.1 TEMPLATE NO.: 1 TILE SIZE G,OA;1 A .i 'COLOR s I low •, OTQRHA.-:2 PUMP E sr. FILTER/�a.0u4 'i, qd $O FT., TURNOVER, J✓rtl VACUUM LINE&SIt IMMER A ' ... Fi RETUiIN LINES- 'IJIM riA .. MAIp DRA!1,.W7 ydRASTATIC`RELIEF r y' 3 SKIMMER-MODEL (' BACKWASH TO f AUTOMATIC'BACNIIVASN 11ZaS6MliLY q r FlHEATER $IZE LT. _ GAWNEBY;,&THFRS VENT EN 1, r- LIGHTLovoLT FLOCK LOTHF,IiS A y P A i 4"k `Ei EC1 Are Bl',.OTHER8 0. � ,/,J.A.c drn_ �T ' ,,F 5 \ ClEA1Y1f1sQ TOOLS � tE$T lilt c i r ,,. � rc_ y; '. r ' s �ROPgRINOs.; ..WIRCRI,AtF1.f1AT �,$'�'• :, OxAT Ef it[0r Of k 0 VYAaT pET6gMIWQ .. A Y2 ri �i ry. 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BUILDING DEPARTMENT I 'T I TOWN OFFICE BUILDING Cash .67V• X HYANNIS.MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Peter White Address 218 Ocean View Avenue-. Co-tuit USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. i ... . ....Augus. ..3.,.... . , I9.9.4........... :�- �......... �i. .. Bwldin. Inspector TOWN OF BARNSTABLE BUILDING DEPARTMENT =r �T TOWN OFFICE BUILDING rua 9°+ i619' �� HYANNIS, MASS. 02601 r MEMO TO: Town Clerk FROM: Building/Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit_$................ (! �C!!._. ..........................................................................»....................».................»»»».....»»»». �� issuedto ..............................»..:»�.�.......».»�............».................................................................................................»...»..._»».....»».........»..»»..».»»».. Please release the performance bond. *THE t Town of Barnstable o� Barnstable Historical Commis io' ft 1 z 200 Main Street, Hyannis, Massachusetts 62601 9 sa>MASS. (508) 862-4787 Fax (508) 862-4725 V, �AtE1�9. th www.town.bamstablenaxs JUN 26 Alp :1 Z Peter Pometti Architectural Innovations, Inc. PO Box 2056 Cotuit, MA 02635 Ann Quirk, Town Clerk 367 Main Street, Hyannis, MA 0260.1 Thomas Perry, Building Commissioner 200 Main Street, Hyannis MA 02601 Re: INITIAL DECISION of the Barnstable Historical Commission, pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-22; an application for DEMOLITION of Garage at the property as follows: -218 OCEAN VIEW AVENUE, COTUITJ MAP PARCEL: 033/036 The Barnstable Historical Commission considered the above referenced application for demolition of the garage at the above referenced location at their meeting of June 18, 2013. The Commission reviewed photographs of the building, and heard testimopfrom Pr a Pometti that detailed the history of the garage. The structure was part of em gger buiMing and you can see this is the remaining concrete foundation that has been lefk'b�ehind. Tle portion that was removed was relocated to an adjacent property and has beeWrestoredv The remaining portion of the building is in a deteriorated state. 0." ' ., -The=Commission found=thatythe�struc--ture wassnotTsignif cant-7and voted not to-hold=a zzz"public hearing on the application based on this initial review of the historic and CD architectural character of the building. Present and voting not to hold a public hearing: Jessica Rapp Grassetti,Nancy Shoemaker, Marilyn Fifield, George Jessop, Len Gobeil, Laurie Young Si cerely, �J 2ica Rapp Grasse i, Chairman June 25, 2013 Town of Barnstable TOWN OF BARKsT qu Growth Management Department Barnstable Historical Commission 2013 KAY 30 a :;, www,town.barnstable.ma.us/historicalcommission NOTICE OF INTENT TO DEMOLISH OR MOVE A HISTO C BUILDING Date of Application w Building Address: Number Street -< 41"bl-wr Assessor's Map# e^ssessor's Parcel;�� ~ �' Village ZIP " Property Owner: ?67 2 J \t3iQ,t0 /� �fif�j� �p/7 71& Name Phone# /o" A 74&4_5'tit/ i Property Owner Mailing Address (if different than building address) w Property Owner e-mail address: ;Z>'n4ACP/ 0,1Vh1!e-cow Contractor/Agent: /L �?(�'�l&-7 -11TC�?/4-", wL2, %1ao 5 , t Contractor/Agent Mailing Address: Contractor/Agent Contact Name and Phone#: _/� D0 `&7 77 6-0g>"" Name Phone# Contractor/Agent Contact e-mail address: ? ;� elf'.'�"�� /I e s Existing Building Material: 6664,4, ii�fL�(,� 5'/�iJG� �7.4� /rrtc,T ACVle—'&7A14 W Type of New Construction Proposed: �✓ % '�'r 'c18i �'� Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1,§ 112 Year built: —Additions Year Built: Is the Buil ing listed on the National Register of Historic Places or is the building located in a National Register District? No Yes 71 Is the Building associated with one or more historic persons or events, or with the broad architectural, cultural,political, economic or social history of the Town or the Commonwealth? Is the Building historically or architecturally important in terms of period, style, method of building construction, or association with a famous architect or builder either by itself or in the context of a group of buildings? December 2011 IR WE may. � rpr Rpr � � •�S `- �y i pp o Assessor's map and lot i number .... ...3 ..,...A}e, a Sewage Permit number'................:..:......................::......:......: i , Q�OFTNET��i TOWN OF !BARNSTABLE i BASB9TAIILE, � �• - ,.;: ;�+ 0U{ILDING INSPECTOR APPLICATION FOR PERMIT TO ...� I.Emv I.. !.. 5...... .................... TYPE OF CONSTRUCTION 4 . I . .........IYXY../1..........191..1.... TO THE INSPECTOR OF BUILDINGS: The undersigned reeby applies f r ��permit according to �f lowi g information: ........... (,�,z. �`!.. ..................................... .. G:�UOT........................................ Location ;d. ........ Proposed Use ............ ........:..............................:.......................................................................................................................... ZoningDistrict .............................................................:..........Fire District .............................................................................. � Nameof Owner ..�.1..� ..�.'..................................................Address ................................:.............:..:.................................. Name of Builder .. �J.!4�.-T....YAY Cl.V........Address ..........................................................' ..................:..... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior ...................:................................................................Roofing .................................................................................... Floors ..............................:............:..........................................Interior ......................................................... Heating ......................................... ....................................Plumbing ........ . ...................................................................... Fireplace ...........................................:......................................Approximate Cost ......................:............................................. Definitive Plan Approved by Planning Board -------------------_-----------19________. Area ........................................... Diagram of Lot and Building with Dimensions Fee. .............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the T0offlyregardi.n the ove construction. Name .. ......................... v' White, J. T. ' . ^ ' 19226 - demolish ' No ................. Permit for-z.................................... � ' - .� . . ---. ................................. . Location-^.......0.ceati./R�w�,��.. . cmtolt .—~—.---~..------.—.--------.. J. T. White ' Owner �—..��—.�---. ----______.. f rmme^ Typa of Construction .......................................... -----.-----.—.---------. ---.. . Plot ............................ Lot ............ , . . ' . . . .*May 18 77 Permit Granted , lg - ' ----------' --. ° Doteof |n .................................... p / . . - ^ Dote Completed .------lq REFUSED .----.---.----..�=-----_—. lg * . . . --------.-----..—..--------..� ............:............................... --.--------.. ....................................... —�------..---- . . ---.---'�--`---------.—.----.~. . ~ ~ . . ^ . Approved ................................................ 19 � ` -------------------.—.--.---. -----'.-----~---------...—...— ' . ' ' | ' / ' .. � :..,,,_....e....,,--:.,.•t .: .,.....'�_.. ",..;..: .-�.a .. .�k": ,. - ...�., T ?t'`"�A '•'�. .��:t.•r+s+..' 'fd'Y./e_„ ...`.yam, ,� .._R,...w>1�.. b,�,..q r^ Assessor's map and lot number ...... ....................... Y Sewage Permit number .......................................................... �PyQFTMET��o TOWN OF BARNSTABLE. BAHBSTADLE, i "6 BUILDING INSPECTOR RFD MAY �. ✓� s . APPLICATION FOR PERMIT TO .. ..... .......................... TYPE OF CONSTRUCTION .............................••f.;,e q,,�''�.�.t.......................................... ................... ......... ................................................fI9(. .. TO THE INSPECTOR OF BUILDINGS: _ The undersigned hereby applies for a permit according to 3he�foflowing information: j r/ L of Location ....................................................................................................................................................................................... ProposedUse ........:.................................................................................................................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. ---V-� �JH ..•r .. Nameof Owner ..........'.........!..................................................Address .................................................................................... Nameof Builder ....!T•y....../...!.........Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior ....................................................................................Roofing .................................................................................... Floors .....Interior .-......... Heating ..........Plumbing .................................................................................. { I Fireplace ..................................................................................Approximate Cost ......................: Definitive Plan Approved by Planning Board ________________________________19________. Area .......................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH n f�ble re ardin 'the above I hereby agree. to conform to all the Rules and Regulations of the Tow �� g g construction. Name .. ......................................... White, J. T. A=33-36 19226 demolish No ................. Permit for .................................... dwelling .............................. ......................X,................. 0 oeeaft-&-S'(F�. Location ............................7.................................... Cotuit ............................................................................... Owner ........J.....T.....Whi.t.e.................................. Type of Construction ...........fmm.e....................... ................................................................................ Plot ............................ Lot ................................ Permit Granted-.........Ma.y...1.8.................19 77 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED .................. ...... .............. ... ....../�.......... 19 ........... am ................ ....... ... ...........I............................ ................. .. ........... ............................................................... . ........... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... Assessor's office(1st Floor): / / Assessor's map and lot number '` 3� f° - p ;M ' f 9 1 uoh6i TM E Conservation(4th Floor): 1z -�C '` ' � R LL- [ @�I �a ♦w Board of Health(3rd floor): •!z'�¢ TH c� TITLE2 5 • Sewage Permit number 3'U `'/ � t 11AUST nt,r 0639. Engineering Department(3rd floor): at �)� ®�t�Jdt� ��1U�. TIONS 00�0 House number Definitive Plan Approved by Planning Board 19 � 0. - lS APPLICATIONS PROCESSED'8:30'9:30 A.M.and 1p00-2:60 P.M.only ,TOWN : OF BARNSTABLE P8 ,BUILDING - INSPECTOR 12-12�9� APPLICATION FOR PERMIT TO d/2 TYPE OF-CONSTRUCTION tg 3 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the folllow�ing information: Location At �6 4` � 06� 1!/ l�wx-j 4q �r Proposed Use IJ/'✓LC� Zoning District toe ic Fire District Name of Owner z�eA Address e C7 Name of Builder Address Name of Architect Address Number of Rooms / Foundation Exterior�C�� if✓f'ia Roofing Floors_`/ !? V '�1 C` Oak Interior Heating R C Plumbing J o1 Fireplace 86� ,` &40 Approximate Cost Area 0�svS Diagram of Lot and Building with Dimensions Fee r..�: I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name 134� aw"y Construction Siipervisor's License e5Y:5-6 WHITE, PETER k. ► 3 6 616 Two S tar No Permit For y , r • -Single Family Dwelling Location mot 5B & 1 . 218 Ocean View Avenue cotuit _ Owner, Peter White -7 ype of Construction Frame j q Plot Lot ► - ' Permit,Granted April 15 , 19 94 Date of Inspection: Frame ' 19.— Insulation 19 Fireplace 19 ' Date Completed 19 ; ' 1 i F= t= N A Ims saw at�:!! OOWRrr Alr SEA ~ . ar2.45'00 E STREET "rmc s'�[ f err ram.msmsrt IIE.21 - 17a..1 3 a= All O w � O 3 if I I I t s,aSo OJT. .. 4 n ssS sasr I 30.w$So I i W LU bl I g c � I I so Sava :'a>'rr'eo1 ae�s la>!q ; h ----- e Z f v 8 L�� © i 3 i 2 3 r 8 20.0"S7sr. ! 34.003 Sa./r- 1O _. a ay ur s ura : 11l`� ur r _ � / Ic asoa or.sraa 3 i i &' PLM1 OF LAND IN BARNSTABIF,(ComT)MASS- FOR - /=a►rrs nr no.so THE ESTATE OF HARRY L.BAILEY Sp 'A SEPrEWaER F.ISMSCALE I=10 9 -•�1— 6S 'In.LAW suprvcw r 7 M11tllp..YLS. _--—————— rrmri wrs arao P i DES Cep� LOCUS SKETCH SCALEI"-2000' _ e-'RF law - I � COUNTY WAY SEA STREET 30'WIDE �,,72°45'00"E 391.62 m' I15.00 I50.4I wow W 0 8 58 (. S 71°37'56"E ; 0 14 W W -36.58 1. �_...: ,323 SOFT. - - .. 1 i N71-37'50"W " i 1 a y �---- -70.50=--� c l I r---� 1 0 1 m.eke ..° LOT I LOT 4 _"' I I - THOMAS J. WHITE 5 INEz LEROY BRADY 12 BK.2006 PG.011 W BK.1918 PG. 177 I 5A 3 BK.2151 PG.113 j i - - PL.BK.266" PG.71 U� 1 16,163 SO.FT I o PL.BK.266 PG.71 w \`P o TENNIS,. COURT � o _zt N I I N 23.55 . _ 1 5.00 1 Q _-ORIVE1yA�EME +1i ----112,08 -----.1 47.10 135.00__ U () NT-IS'WII�E N71°37'50"W 135.63 N72°19'55"W -- 187.10 • LOT 3 II LOT 2 t� S.HARRISON ROLLINSON,J4 I CHARLES B. SWARTWOOD M J BK.1603 PG.274 BK.1803 PG.277 PL.BK.266 PG.71, P1..BK.266 PG.71 3 PLAN OF LAND IN BARNSTABLE,(COTUIT) MASS. IIW71 TIFY THAT THIS PI.GN Cnnirnn.... ....__ LOT'3 LOT 2 S.HARRISON ROLLINSON,JR. I CHARLES 8. SWARTWOOD III > 2 BK.1803 PG.27 BK. PG.277 PL.BK.266 PG.71 PL..BK.266 PG.71 O� U ' " y� PLAN OF LAND IN BARNSTABLE,(COTUIT) MASS. I CERTIFY THAT THIS PLAN CONFORMS FOR WITH THE RULES AND REGULATIONS OF THOMAS J. WHITE AND CHARLES B.SWARTWOOD,ly THE REGISTER OF DEEDS. FEB.o,I978 "/ FFBRUARY 8,1978 REG. LAND SURVEYOR 20 0 20 40 SCE IN FE�r0'q EDWARD E. KELLEY AL REG. LAND SURVEYOR CUM MAQU I D,MASS. NOTE- LOT 58 IS TO BE USED IN CONJUNCTION WITH LOT I SHOWN ON PL.BK.266 PG.71 LOT 5A IS TO BE USED AS A RECREATIONAL LOT J APPROVAL UNDER THE SUBDIVISION CONTROL LAW NOT REQUIRED. ` /1�DATE �% Ve BARNSTABLE PLANNING BCARD DEED REF.— BK.2006 PG.012 S 8K.2154 PG,274 - THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM ^� C DATA TOWN OF BARNSTABLE, MASSACHUS.ETTS BUILDING PERMIT DATE. � �� 19 t 1 o PERMIT. NO. _� APPLICANT" ADDRESS - (v0.) (STREET) (CONTR'S LICENSE) ;i._,.. i.4i._:..!_ .., .II. NUMBER OF PERMIT TO ''= (_) STORY - " - DWELLING UNITS (TYPE OF IMPROVEMENT) NO. "(PROPOSED USE) AT (LOCATION) lOC 5h. ix _. ... ..ii i::.:it..,^.• \�„k'W Avo< iu,-, ZONING y�-r (NO.) (STREET) DISTRICT BETWEEN" AND (CROSS STREET) (CROSS STREET) ' - "LOT' SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY F.T'.,It HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE `. ! USE GROUP BASEMENT WALLS-OR FOUNDATION - �I Gf (TYPE) ` REMARKS: .S G'Wfl" .E.. if93'65:� AREA OR -54. ---. d� _5 �1 .: VOLUMEE EST!MATED COST $ =e5 y I (�(' FEE 'D S (CUBIC/,SQUARE FEET) OWNER wn''-42t_'. l.<.RCe'_rS'1J iN i�!A G2.b3,_ BUILDING DEPT. ADDRESS B, .; THIS PERMIT CONVEYS NO RIGHT TO. OCCUPY'ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY- ENCROACHMENTS® QN.-PU'BLIC PROPER"TY; NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURI3DICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE 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 THREE GALL 'Ap.ROVED-PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT.POSTED UNTIL FINAL INSPECTION.HAS BEEN PERMITS- ARE REQUIRED - FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED;,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH).. F NAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE - � OCCUPANCY. POST HIS CARD SO.1 T IS VISIBLE FROM STREET BUILDING INSPE" ION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 ;,p1 �� 2 3 1 :EZERINDEP RIME HEATING INSPECTION APPROVALS ENGT wS 2 4 / RD OF H `T OTHER SITE PLAN REVIEW APPROVAL a WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. Lars �g �� v LcT TEo s t I I CoVLT� VI vj �S�riT. Br 1803 P� z . Md I — OF ToY�YasLj ddu.i1"rG i5 � ' f r T/,/47_ T�/� r�VVD�1T/D,q LaG.4T/O�U S.�inhiv yE.2E0.(/CO�'1.dL YS rh' 7_X/� S"/OEM EiL1E,C/7 o� 7-o wN a.�" �AL��ST'A8 ,qwo is 7- '�K WiT�//�t/ Tye .c,GoavoG4/y, a Th'/S OI�J.v/S i(/aT gASE"O Gig/ .4i(/ •.�. .eE�isrE,2Eo „tic% -5vIz- �a /NST,2U�/•Eit/T s'U.2!/EY� Tye �STE,e1//,C„CLc� cam`E7-�� S/,�a1�✓�3/S.yovL� ,tlo7- r ►JCS 1 G W DiQTA -Arb'r 1 D F Mrt ,GAZ5A(-E G;ZlgvE . -PA I L`( FLoW SEFFI C TA NV-440 2vo�i KD d0c) ' uX it 2a0o a' -C— D l SPoSQ L 'PIT 05a 2- 1Ono GAL�2'.sTO/Z . 51DEW4i-L A eA 3`](o sF e--tg� RAO O►J �DXe,4L. taMe;OT-- BOTTOM Arm i TiT(AL�t6tJ = 1�a!v Gifi, 'OC�A U �►E1,tJ l��/� �Tv TOTAL DAILY -rL0M =(W dPD O'4-. i �. PE¢OaC.ATtoN QATE.. = I�'��2Nti�1 0� �S �Jyttk OF RC ARDA. a PETER cc. BAXTEA C� SULLIVAN No.24048 Gi No. 29733 f 1U,910HA L 0 Gt.✓t.7 sirx, r -bo --- Lohvl 5��,�... . . . �1°rx'. IA✓ .. - 'Z vKT tau (,AL29 loco N IN✓ >3Oc .¢ 9 T N GAL --,",, _ to Wil A, I Wm9EP, ks:. 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ALGER 8a SCHILLING ATTORNEYS AT LAW s 886 MAIN STREET R O. BOX 449 OSTERVILLE, MASS. 02655-0449 TELEPHONE 428-8594 JOHN R. ALGER AREA CODE 508 THEODORE A. SCHILLING TELECOPIER 420-3162 December 21, 1993 Mr. Joseph DaLuz Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601 Dear Joe: I am writing in regard to a piece of property belonging to Thomas White and shown as Lot 36 on Assessor's Map 33 which consists of . 99 acres . The title to this is extremely complicated. The property was formerly shown as Lot 1 and a portion of Lot 5 on a plan in the Estate of Harry Bailey dated September 7 , 1972 recorded in Plan Book 266 Page 71 . The property was conveyed to Charles B. Swartwood, III, Trustee of Ocean View Trust by a deed dated January 30, 1973. Mr. Swartwood created a view easement for the benefit of Lot 4 over a portion of Lot 1 and 5 and on February 8, 1973 conveyed Lot 4 containing 28,690 square feet to H. Ray Norton and himself individually as tenants in common. He conveyed Lot 5 to H. Ray Norton individually on the same day. On February 15, 1974 H. Ray Norton conveyed his one-half interest in Lot 1 to Thomas J. White and on the same day conveyed Lot 5 to Thomas White. On February 12, 1975 Charles Swartwood conveyed his one-half interest in Lot 1 to Thomas J. White. On February 14, 1975 Thomas J. White conveyed one-half interest in Lot 5 to Charles B. Swartwood, III and on February 27, 1978 Swartwood conveyed to Thomas J. White a undivided one-half interest in Lot 5B. The two lots combined contained 43,013 square feet. It appears therefore that Mr. White owned Lot 1 individually with an one-half interest in Lot 5 and Lot 5 was subdivided into Lots 5A & B and Tom sold his one-half in Lot 5 to Florence Carriuolo and obtained a full interest in Lot 5B which is merely added to the parcel he owned individually earlier. Joseph DaLuz December 21, 1993 page two It is, therefore, my opinion that Mr. White's individual holdings have expanded rather than subtracted and that this lot is entitled to a building permit since it was individually owned at the time of the increased zoning. Very truly yours, JRA/db Enclosures ALGER Bc SCHILLING ATTORNEYS AT LAW -^ 886 MAIN STREET P. O. BOX 449 OSTERVILLE, MASS. 02655-0449 TELEPHONE 428-8594 JOHN R. ALGER AREA CODE 50B THEODORE A. SCHILLING TELECOPIER 420-3162 April 6, 1993 Mr. Peter T. White J.F. White Contracting Co. P.O. Box 240 Newtonville, MA 02160 Mr. Thomas J. White J.F. White Contracting Co. P.O. Box 240 Newtonville, MA 02160 Dear Tom and Peter: I have now completed my abstract of the two properties you are swapping. The property in Wianno, which is to be from Peter to Tom, is quite straightforward. It is, as you know, a piece of registered land with no mortgages, liens, restrictions or easements . It sits on Washington Avenue and Sea View Avenue, both of which are town ways . In other words, it has a good and clear record and marketable title. The title to the property standing in the name of Thomas J. White, which is to be transferred to Peter and thereafter to Joan is unregistered and far more complicated. First off, Lot 1 at the corner of Ocean View Avenue and Sea Street is subject to a mortgage to New England Merchants National Bank in the original face amount of $135,000 dated February 21, 1975 recorded in Barnstable Deeds Book 2154 Page 90 . I feel this mortgage must have been discharged, but there is nothing of record and we must either find the old discharge or attempt to go through the series of banks who have devolved from Merchants . Beyond that, Lot 1 on the Plan of Land of the Estate of Harry Bailey was acquired by two deeds, one from H. Ray Norton in Book 2006 Page 11 and the other from Charles B. Swartwood, III in Book 2151 Page 113 . Lot 5B which is the "L" shaped lot adjoining the tennis court was acquired from H. Ray Norton in Book 2006 Page 12 and the other from Swartwood in Book 2668 Page 19 . Both Lots 1 and 5B are subject to a View Easement to Marion Hines recorded in Book 1803 Page 274 . This give a View Easement over the Southerly 30 feet of Lot 1 and the Southerly 65 feet of Lot 5B. Nothing exceeding 10 feet. in height can be maintained. There is retained as appurtenant to Lots 1 and 5B the right to use Lot 5, the tennis court and a recreational easement over Lot 5B running from Ocean View Avenue to Cotuit Bay in common with others . There are no restrictions or easements . Assuming we are satisfied that the mortgage is paid off, we can close at any time. Even though this is a tax free exchange, it is necessary to put transfer stamps of $5 . 70 per $1,000 on each deed or a total of $1,567 .50 on each deed. I would appreciate it if you would get in touch with me when you have an opportunity. Very truly yours, JRA/db imk ' 03011 I CHARLES B- SWARTWOOD, III, I � Vz - Worcester County,Massachusetts Southborough, bra;;;married,for ootuideration paid,and in fuu consideration of FIFTY THOUSAND AND NO/100 DOLLARS ($50,000.00)- --- &=r:to THOMAS J. WHITE, Massachusetts, ray un of Round Hill Road, Lincoln, Middlesex County,/ �D 2=pcMx divided one-half interest as tenant in common with quitclaim covenants, i of-the-Village--of-Cotuit,__Town�f_Barnstable, Barnstable County, _ bounded and described as follows: yaseachuaetts, r, ------.---- ---- - --------(Dewiption and encymbnnca,if w7) -- A certain parcel of land with the buildings thereon located on the sou corner of Sea Street and Ocean View Avenue, Village of s o ' >: shown as '�- Cotuit, Town of Barnstable, Barnstable County, Massachusetts, s Lot *I on a.lplan entitled "Plan of land in Barnstable, (Cotuit) Mass., j :or the Estate of Harry L. Bailey", dated September 7, 1972, by Edward i y g, Kelley, Req. Land Surveyor, which plan is recorded with the Barn- stable County Registry of Deeds, Plan Book 266, Page 71. Containing Twenty-Eight Thousand Six Hundred Ninety (28,690) { square feet. Subject to a View Easement for the benefit of Lot #4 as more par- ticularly described in grant of Charles B. Swartwood, III, Trustee of f =_- the Ocean View Trust, under Declaration of Trust dated January 24, 1973, to Marion E. Hines and Julie W. Hines, dated February 8, 1973, and re- corded with the Barnstable County Registry of Deeds, Book 1803, Page 274. i recreational purposes over and'on a Together with an easement for { curtain parcel of land on the southeasterly side of Ocean_'View Avenue, Village of Cotuit, Town of Barnstable, Barnstable County, Massachusetts, shown as Lot #B5 on a plan entitled "Plan of land in Barnstable (Cotuit) , - ----Mass.-,--for -the Estate-of.-Harr-y-_L._Bailey-.,..-dated__December_14, 1972, by- i Edward E. Kelley, Reg. Land Surveyor, which plan is recorded with the Barnstable County Registry of Deeds, Plan Book 266, Page 73. Containing Three Thousand Five Hundred Eighty (3,580) equate feet. I Being the same premises conveyed to me by deed of Charles B. Declaration of - n View Trust under Da III Trustee of the Ocean , _ Swartwood, _ Trust dated January 24, 1973, and recorded in the Barnstable County Registry of Deeds, Book 1803, Page 274, dated February 8, 1973, and re- corded withi•the Barnstable County Registry of Deeds, Book 1803, Page 270. x CrN!!;!JO dYlCALTN OF 1'A; 4'h. E'TS' 114. 00 O f .. _ ' .._ ) (*Individual—joint Tenants—Tenants in Common—Tenants by the Entirety.) {i a Ih�r_ccs �cr.` i;'�aavcpr.�cFFa 07E'03!Ii , — -- J rJ aFf JVoLu f' :!N?r7U80oK21S� PAGE 114 Y?5:. SAUi :LTA e 3• '�.:��iGQ` ZZZ oeo j ?r�. �?. der of. Februar .....1975 _ 3$tfitsD.. ..�!Y ..........� tad xat tbL........... 'I �l ..1. ............ .............................. .......................................... ........................ ...................................................... - - -- -.-------...----------- ------ . .... ............................... ...................... .. , i { 2 ............................. "A 4Z�6 e • tt'1, 'r n t•i � , _ r'. ? '' �. ILI -0 +f J. { Ci 3ILL W ' _ 1r 75 February . 19 12 Worcester,t� �• i _-L w ppetred the tbove armed arlea 8. Svrartwood, III e y Pam! - and deed,befofe _ -- -- e�kaowled8�.�foregcicg Inane to be----his— ...-- -- / - and p No PWAic''iE�� . 19 My C°mmissim PsP1ra - i • Ir � rI _ : zlc _ l t I:�: .. tip, - ( H1f( tAPll� .. �E9 f .57 'L tJ �7 oP 19ds CHAP=1t!SIC.a AS A1�11D ofnce.ddre a of fleaf deed P °t0d fa raord shall eontaln err here mdoned upon It the toll Dame.resldeaa dmtuon therefor,if tat dCUT without deduction for ant��°r + a raiW of the amount of the full comidentlon thereof!n dollars a<�rthheo eef�0out ailuK ph s The full consideration shall mean the mW P� of the deed.P' end._ is monetm j1a thereon.All such endorsements and recitals shall a de�e'd for remrdin6 unless it Is In comp aP�f rem+l slid shall accept . to or . . ter of deeds assumed section the not affect the candsry of ant dad No r�ls F ' n of this aectloa.----- boo,20O6 au Oil M��1E�'7 I, H. RAY NORTON ------ of Darien, Connecticut, itnft2�x�dR�9tt9HftilYdR,x '.: <>: Gring)uwnrarried,for consideration paid,and in full consideration of FORTY THOUSAND AND N0/100 DOLLARS ($40,000,00 -------------------------------------------------------------- 1 } grants to THOMAS'J.. WHITE, one-ha interest astern ! of Round Hill Road, Lincoln, Massachusetts, my undivided/� 01� I in common, with quit-Uaim covenants, the land in the Village of Cotuit, Town of Barnstable, Barnstable County, Massachusetts„ ---bounded-and-described-as--follows;— ___--- [Description and encumbrances,if ony) --- ` { ,r A certain parcel of land with the builidngs thereon located on the southwesterly i s. corner of Sea Street and Ocean View Avenue, Village of Cotuit, Town of Barnstable, I' Barnstable County, Massachusetts, shown as Lot Al on a plan entitled"Plan of land in ! Barnstable, (Cotuit) Mass., for the Estate of Harry L. Bailey", dated September 7, 1972, by Edward E. Kelley, Reg. Land Surveyor, which plan is recorded with the Barnstable County Registry of Deeds, P1anBook_266, Page 71._ Being the same premises conveyed to me by deed of Charles B. Swartwood, III, i I Trustee, dated February 8, 1973, and recorded with the Barnstable County Registry z of Deeds, Book 1803, Page 275. Containing Twenty-Eight Thousand Six Hundred Ninety (38,690) square feet. Subject to a view easement for the benefit of Lot M4 on said plan, as more particu- larly described in grant of Charles B. Swartwood, III, Trustee of the Ocean View Trust, 1 -_ under Declaration of Trust dated January 24, 1973, to me, dated February 8, 1973, and ! recorded in the Barnstable County Registry of Deeds, Book 1803, Page 274. t H , ' �••"�^ CO1.1fh0i.YJEALTN OF f.1ASSACHUSCTT$ h f oi,Io w to Tt i!,i- Ci ?N'Ell 1-14 -' 3 , E :f e R 10 i d _ �IiWul�a....my..hand and seal this.........lS h� y of FebruarX .............................................................................. 1t� - . - i - - �Re�� N .............................................................................. ....... ................,............................................. I .............................................................................. ...........................,.........,........................................ , ., E949 Cloatmatttu911124 ,of 8{mmarlluarttls t Worcester, ss. February 15, .19 74 ^ Then personally appeared the above named H. Ray Norton a and acknowledged the foregoing instrument to be hi ree• an d Yore me John D, Sharpe, Notary icJLk1f 197i1tQ+e�ex `s RECOM bfy Comm Sion r_pites January 23, 19 81 FEB 211974 (*Individual Joint Teaants—Tenants in Common—Tertants by the Entirely.) •'d CHAPTER 183 SEC 6 AS AMENDED BY CHAFFER 697 OF 1969 Every deed presented for record shall contain or have endorsed upon It the full name,residence and punt office address of the grantee and a rental of the amount of the full consideration thereof to dollars or the nature of the other consideration therefor,if not delivered for j a specific monetary sum: The full consideration shall mean the total price for the conveyance without deduction for any liens or en-.. cumbrances assumed by the grantee or remaining thereon. All such endorsements and recitals dull be recorded as i Failure to Comply with this section shall not affect the validity of ao deed. No pea of the deed. P 7 4 7 reamer of dads shall accept a deed for wording mina k L in tttmpliaoce With the eepehemeou of this sathoa y- MAGGACNU99WO OuITCLAIM O[a0 INDIVIDUAL(LONG FORM)8" i ` eocs•26G8 r� 019 f —-- K 048G9 _ a I, CHARLES B. SWARTWOOD, III, of Southborough, Worcester County,Massachumm being xewsrritd,for consideration paid,and in fuU cDnsideration of Six Thousand Seven Hundred i " Fifty and No/100 Dollars ($6,750.00)----------------------------------- grants to THOMAS" J. WHITE, 1 4. E Massachusetts, Hill Road, Lincoln, a my undivided one-half interest. as tenant in common with quitclaim covenants 11WW)&A the land in the Village of Cotuit, Town of Barnstable, Barnstable — County, Massachusetts, bounded and described as follows: j= (Dewiption MA mrumbnncM it my] . `'= A certain parcel of land with the buildings thereon located on the Southerly side of Sea Street, Village of Cotuit, Town of Barn- stable, Barnstable County, Massachusetts, shown as Lot 5B on a plan entitled "Plan of Land in Barnstable (Cotuit) for Thomas J. White and Charles B. Swartwood, III", dated February 8, 1978, by Edward E. Kelley, Registered Land Surveyor, which plan is recorded with the t . Barnstable County Registry of Deeds,- Plan Book3o10 , Page A Containing 14,323 square feet. Subject to a View Easement for the benefit of Lot #4 as more par- ticularly described in grant of Charles B. Swartwood, I11, Trustee of ; The Ocean View Trust, under Declaration of Trust dated January 24, 1973, to Marion E. Hines and Julie W. Hines, dated February 8, 1973, and re- %. corded with the Barnstable County Registry of Deeds, Book 1803, Page 274. i Being a portion of the premises conveyed to me by deed of Thomas J. White dated February 13, 1975, and recorded with the Barnstable County Registry of Deeds, Book 2154, Page 274. 1 :+ C4)AGNVlEAITH Of t4ASSACHJS 1jS i'.I A. . n•. � .�. 96 i j -.... i . i ! (GlOdmdoal—Joint Te=b—Temats in Comm—Temab by the Esti".) I j 802M nct 020 �9ttutse brad and seal this«. .27th ,«dad of«.. eb ry 9 78 - Charles B. Swart oo , V ........»..»..... »..............»... --------..............._....»».».»»................................» .......... ....»..»»........«....»............. .....«....... «...... ...»...:.....:.......:... r • AG z C j.. G0. Worcester, SO. ' a3. February 27, 1978 ;� } I Then personally appmed the above named Charles B. Swartwood, III, i ' and admowledged dot fa1•egoing instrument to be his free act and deed,before me = ' µ A- 2�o(t'agP,ublcici4xlf00t>1WtX - 7-3.:. Hr Ccmmfawmn&Dun V. v. f .. CHAPM 133 SM 6 A3 AAMKDED BY CHAPTER 4"OF 390 1EverT deed ptamted for remad shau contain of hm aworsai upon it a*.full same,asldenm red Post office addteas at paean an d a aaW of the amount of the(uU mnideatiat tJxreo(in dollars or the Suture of the other considerstlon tbeatot,it not dchwred for A specific menetarr.sum.The full consideration shall mean the total Aire for the conve7sAce without deduction far any liens or eocw wbftroa sssumeJ br the wee of remainiryl thereon.AJI such mdonammu and eecitals shall be recorded u put of the deal.Fallen to compir witb this alull �validity of any deed.No teigister of deceit shall aaept a dad for tecordes unless it is in - F dw m ttMmplunoe with REWROED MAR 1 19'M MAP 33 MAP 33 MAP 33 LOT 008 LOT 006 LOT 007 9 — � ' LL� Keel Rdr� ` — .. ,. y— Cross St `• • .. . ., .. —- � Cross SI-, ine Rid eRd 3 SEA STREET (30' WIDE) Niakasc pd S 72.45'00' E SETBACKS RF ZONE i 265.41' I , BUILDING SETBACKS (MIN.) ' FRONT YARD 30' N 3 SIDE & REAR YARD 15, `4e Jlf w ,(SETBACK TYP) I � i I L' NA g � j NEWLn F❑UNDATI❑ �.- _.-.-.- _.-._ �� LLi �CUo S MAP ZZ\ Zoo � I � 70r50'. 1 ZW I CERTIFY THAT THIS PLAN DEPICTS F❑UNDATI❑N ASBUILT r I C❑NDITI❑NS AS THEY EXIST AS OF 11/06/2013, SKOF N 71'37'50' W I I Q Mgsc � o ED1N1N qll�— H. MAP 33 i MAP 33 = I 3 �� } �1'3 �LEss Cn LOT 040 ,. j LOT 036 j � j D N Cr # 3 4 .6 5 - j > A ss�o� w � Z 3 suR ° D o . GENERAL NOTES 1,1: I 3 a. 1, RECORD OWNER-9 CY) j ti I WHITE PETER & JOAN N 1 j c+ 122 WILSONDALE ST I o� WESTWOOD, MA 02090 r ' °.° DEED BOOK 9107, PAGE 216 Z j rn PLAN BOOK 266, PAGE 71 & BOOK 320, PAGE 66 (` I 2. PROPERTY IS SHOWN AS LOT 36 ON ASSESSOR'S MAP 33 AND JI j APPEARS TO LIE WITHIN THE RF DISTRICT PER THE BARNSTABLE a GIS RECORDS, 3, PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED 09/2013, LINES OF OCCUPATION AND FOUND MONUMENTATION. —-—-—-—-—-— —-—-— —-—-— —-— —- } J 4. ALL DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINE. S 182,09' 5, PARCEL LIES WITHIN FLOOD ZONE C PER FIRM MAP 250001 0018 D LAST REVISED 7/2/1992 AS MAP 33 LOT 037 N 72.19'55' W C SHOWN ON THE FEMA WEBSITE, 4 6, ORIGIN OF BEARING FROM PLAN BOOK 266 PAGE 71. Existing Grade Inc. PROJECT NO. QSurveyors & Civil Engineers SCALE '` CLIENT F❑UNDATI❑N AS BUILT PLAN 1511 PO Box 612 ARCHITECTURAL INN❑VATI❑NS FOR oATE: 11/07/13 D or , MA 02639 o is so P,❑, BOX 2056 f -21-&..I[CE4,-N-�•VIFW.:--AVEN:U_E .. SHEET No. L-100/ 508-694-6501 Ph/Fax # DATE C❑TUIT, MA 02635 C❑TUIT, MA 02635 1 OF 1 �' REVISIONS