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0104 WHEELER ROAD
loq _ . hisfcc4�r 4/0- `"6E jF:ZC 4-` &CAA40's?157C- D.v /N/SG. �v��F�rT�r lilo,etc �,rli,�/G f'c�c6- `s /bk5 Wm-s No r P£-ie nm(-rry . �9oT[cE LET ON S16W- ST,op LJoR.ic. p {,y�c� i � ,. Town of Barnstable &&" Building z Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept " S& Posted Until Final Inspection Has Been Made. Permit 1639. � 39. Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-2890 Applicant Name: Dean Fraser Ap provals Date Issued: 09/04/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 03/04/2020 Foundation: Location: 104 WHEELER ROAD, MARSTONS MILLS Map/Lot: 103-108 Zoning District: RF Sheathing: Owner on Record: MACAULEY, RENATE TR Contractor Name: Fraser Construction Company Inc. Framing: 1 Address: 104 WHEELER ROAD Contractor License: 194747 2 MARSTONS MILLS, MA 02648 Est. Project Cost: $ 15,650.00 Chimney: Description: Re-Roofing of home Permit Fee: $79.82 Insulation: Project Review Req: Fee Paid:1 $79.82 DDate: 9/4/2019 Final � (rn Plumbing/Gas Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within 4x months after.issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d Parcel Application # c�U Health Division Date Issued L.,00 �U Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis iN Project Street Address ld �,IL t_P_L G), n � Village �jHlYsft 6 its M -ILcP / Owner l�.L'�,at,e H(,�,CO'N �,>°1( Address '�� U �� >° �. r 2(� _ s Telephone iJr�� " �� Q61 Permit Request Square feet: 1 st floor: existing Li SS°proposed 230 2nd floor: existing proposed Total new /0 3 6 Zoning District Flood Plain L Groundwater Overlay Project Val uatio 1 Construction Type ! Lot Size 3, J I' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family 0 Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ;No On Old King's Highway: ❑Yes ONo Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other V�-b-A W I 5A rho 0 (xrA ,,— U� Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) � Number of Baths: Full: existing new Half: existing new Number of Bedrooms: —3 existing - new l Total Room Count (not including baths): existing new 1 First Floor Room Count Heat Type and Fuel: ❑ Gas Boil ❑ Electric ❑ Other Central Air: ❑Yes 9(No Fireplaces: Existing g New Existing wood/coal stove: ❑�.�'es ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn`:;D existing:- ❑ new size_ Attached garage:\6iexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other:-' ? Zoning Board of Appeals Authorization 0 Appeal # Recorded ❑ e r— Commercial ❑Yes *No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name e, k3o .V1Z Telephone Number Address 3_316t tk, Ra (h" d L. License# S�G Jo ulk, Ya,Y m L(, L , HA 62r,as 4 Home Improvement Contractor# 1601 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ` FOR OFFICIAL USE ONLY ' APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE i s 'OWNER y s DATE OF INSPECTION: 's FOUNDATION 7l i i FRAME 6 7 3e c0 F 0 lL ro RA1�i/ INSULATION AIVS Cvt� F- 3�°� FIREPLACE ELECTRICAL: ROUGH FINAL f PLUMBING: ROUGH FINALt --GAS: ROUGH FINAL t w FINAL BUILDING t 1 t DATE CLOSED OUT J ASSOCIATION PLAN NO. i �• n „ r Town- of Barnstable = Regulatory 8eryices resrAgr =. Thomas F. GeUer, Director Building Division r�o�- Thomas Perry, CBO, Buildiag Commissioner 200 Main Street, Hy�s,MA 02601 twww.tow,.ba,,stable.w- us Fzx: 508-790-6230 -Office( 508-862-4038 PLAN REVIEW a /Parcel: �d 3 f O . Owner:--� � . Project Address �L At Builder: A vet The following items were noted on reviewing: — LJ 747S A / (,Jrnr� y 1us �o s 0 Revie',Wed by: Date: r The Commonwealth of Massachusetts y Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 sy www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LelZibly Name (Business/Organization/Individual): /�CJ"—";= �-IL�Vt Address: S3 /u"r� tt-t'0', 021.,b�-t City/State/Zip: y�l�^il-�� 4'1�' Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1.jI-am a employer with 4. [] I am a general contractor and I . employees(ftiLl andlof part-time). * have hired the sub-contractors.. 6. ❑New construction 2.❑ I am a sole proprietor.or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• Demolition working for me in any capacity. employees and have workers' 9 Building addition No workers' comp. insurance comp. insurance.1 required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 l E] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 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 workcrs'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. tContractors 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. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins,Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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 undert. � the pains andpenalties ofperjury that the information provided above is trice and correct Signature: /rf— t Date' Phone#: L4 - d�3Z F l use only. Do not write in this area, to be completed by city or town officiaL r Town: Permit/License# g 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#: . S information and bstructzons Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an in partnership, association, corporation or other legal entity, or any two 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 owner of a dwelling house having not more than three apartments and who resides therein,.or the occupant of the dwelling house.of another who employs persons to do main tenance,'constnicLion or repair work on such dwelling house or on Lbe 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 conunonwealth nor any of its political subdivisions shall enter into any contract for the perfoiinance of public work until acc'ep tab]e 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-contractor(s)name(s), addresses) and phone numbers)along with their certificates) of insurance, Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the If an LLC or LLP does have members or partners,are not required to carry workers' compensation insurance. 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 belopr..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.permitAicense.number which will be used as a.reference number. In addition,an applicant nt that must submit multiple permit/lice applications in any given year,need only submit one affidavit indicating(city or policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in 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 Deparlment's'address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. 4 617-727-4900 ext 406 or 1-877-MASSAFE Fax 4 617-727-7749 Revised 4-24-07 www.inass.gov/dia I r DATE(MMIDDIYYYY ACORDT. CERTIFICATE OF LIABILITY INSURANCE 03/25/2 0' PRODUCER (781)447-5531 FAX (781)447-7230 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mason & Mason Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 458 South Ave. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Whitman, MA 02382 Meaghan Walker INSURERS AFFORDING COVERAGE NAIC# INSURED George Davis, Inc. INSURERA: Travelers Ins. Company 00034 33 North Main St. INSURERB: National Grange Mutual 14788 South Yarmouth, MA 02664 INSURERC: Star Insurance 000204 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY I680790OM226IND10 01/12/2010 01/12/2011 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 300,000 CLAIMS MADE M OCCUR MED EXP(Any one person) $ 50,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY jECT LOC AUTOMOBILE LIABILITY M9M28491 10/26/2009 10/26/2010 COMBINED SINGLE LIMB ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ B X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC0452478 03/05/2010 03/05/2011 X WC STATU- TOTH- EMPLOYERS'LIABILITY C ANY PROPRIETOR/PARTNEWEXECUTNE E.L.EACH ACCIDENT $ S00,000 OFFICER/MEMBER EXCLUDED? GEORGE DAVIS IS E.L.DISEASE-EA EMPLOYEE $ 500,000 yes,describe under S INCLUDED FOR COVERAGE E.L.DISEASE-POLICY LIMIT $ 500 000 SPECIAL PROVISIONS below , OTHER DESCRIP71ON OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS perations: Carpentry `-OFFICE COPY ONLY" CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, George Davis, Inc. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 33 North Main Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. South Yarmouth, MA 02664-3145 AUTHORIZED REPRESENTATIVE David H. Mason ACORD 25(2001108) FAX: (508)394-5460 ©ACORD CORPORATION 1988 PDF created with pdfFactory trial version www.pdffactory.com I ,96/27/2010 01:19 5087785731 CAPE COD INSULATION PAGE 02 REScheck Software Version 4.3.1 Compliance Certificate Project Title: New Bedroom addition. Energy Code: 2009 IECC Location: Ya mouth,Massachusetts Construction Type: Single Family PMJW Type; AddMonlAltaration Ong Degree Days: 6137 Climate Zone: g Construction Site: Owner/Agent: Designer/Contractor: 104 Wheeler Road Renate Macmilay, George Davis Marston Mills.MA 02846 G9onge Davis Building Company 33 NoM Maim Shoat South Yarmouth,MA 02WA 508-394-0832 ComPliance.Passes i Compliance: Maximum UA:105 Your UA;98 Gross Cavity Cont. Glazing UA Assembly Arca or R-V31LIe FZ-Vilur, or Door Floor 1.Slab-On-Grade-Unheated 52 10.0 36 Insulation depth:4.6 Wall 1:Wood Frame,167 o.c. 458 21.0 0.0 20 Window 1:Vinyl Frame.Doubte Pane with Low-E 83 0.320 27 Door 1:Glass 20 0.280 0 Calling 1:Flat Calling or Scissor Truss 288 38.0 0.0 9 F I COmp118n9 Statement The proposed budding design described here Is consistent with the building plans,specifications,and other + calculatlons submitted with the Porn*application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to oompty with the mandatory requirements tilted in the RESchaO Inspection C hodcK Name-Title Signeture Date Project Notes: REScheck by Cape Cod Insulation,Inc 465 Yarmouth Road Hyannis,Ma. 02601 1-800$98-8611 Project Title: New Bedroom addition Report date;06/14/10 Data 5lerhame:C;IOocumants and SettlngaNKeithlMy DeeumentslRESehedcl/t8633,rdc Page 1 of 4 I 06/27/2010 01:19 5087785731 CAPE COD INSULATION PAGE 03 REScheck Software Version 4.3.1 Inspection Checklist Collings: Q Ceiling 1:Fiat Ceiling or Sclssm Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: 0 wall 1:wood Frame,18'o.o.,R-21.0 cavity Insulation Comments: i Windows: LQ Window 1:Vinyl Frame;Double Pane with Low-E,U-factor.0.320 For windows without labeled U-factom,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,I.Macror:O.2B0 Comments: Floors: ❑ Floor 1.Slab-0n-Grade;Unheatad,4.(r Insulatim depth,R-10.0 continuous insulation Comments; Slab insulation extends down from the top of the slab to at least 4.0 fL OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Air Leakage: ❑ Joints(including rim joist Junctions),attic access openings,penetration,and all other such openings In the building envelope that are sources of air leakage are sued with caulk,gasketed,waatherstripped or otherwise sealed with an air barrier material,suttible film or solid material, �] Air barrier and searing exists on common walls between dwelling units,on exterior walls behind tubslshowers,and in openings between window/door jambs and framing, ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed wb a gasket or caulk between the housing and the Interior Wall or calling Covering. O Access doors separating conditioned from unconditioned Space are weather-stripped and insulated(without Insulation compression or damage)to at least the level of insulation on the sunounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain Insulation appflcaflan_ ❑ W00d-0uming flreplaoes have gasketed doors and outdoor combustion air_ Air Sealing and Insulafson: © Building envelope air tightness and insulation InsWfton complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33-5 pd OR 2)the following items have been satisfied: (a)Air barriers and thermal banter.Installed an outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)CeTinglattic.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 oontact and continuous alignment with the building envelope air barrier. (d)Floors:Alr barer is installed at any,exposed edge of Insulation. (e)Plumbing and Wiring:tnsut2ftn is plated between outside and pipes.Batt Insulation is pA to fit around wiring and plumbing,or Sprayedlblown insulation extends behind piping and wiring, i (f) Comers,headers,narrow framing cavities,and rim joists are Insulated. (9)Showedtob on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title:New Bedroom addition Report date:08/14/10 Data filename:C:lDocuments and Settings%Keithft Documents%RESchscM#8633.rdc Page 2 of 4 106/27/2010 01:19 5087785731 CAPE COD INSULATION PAGE 04 Sunrooms: p S unmoms that are thermally Isolated from the building envelope have a maximum fenestration U46clor of 0.50 end the maximum skylight U•factor of 0.75.New windows and doors separating the sunmom from conditioned space meet the building themml envelope requirements. I Vapor Retarder. ❑ Vapor mt der is installed on the wamt-in-wlnter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordenoe with the manuf8ctumes Installation instructions. ❑ Irsulati0n is installed In substantial cortact with the surface being insulated and in a manner that achieves the rated R-vakUe. ❑ Materials and equipment are identifled so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or spedthcti0ns. Duct Insulation: Q Supply ducts In atirq are insulated to a minimum of R-8.All other duds In unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air duds,air handlers,After boxes,and building cavities used as mWrn 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.161B and are labeled according to the duct construction.Metal dud connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1M inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane team. Where a partially inaoonsible duct connection wrists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prmmrrt a twinge effect. Continuously welded and locking-type longitudinal joints and seams on duds operating et legs then 2 In.w.g.(SW pa). 0 Duct tightness test has been performed and meets one of the following test cxit da: (1)Postconstruction leakage to outdoors test Less than or equal to 8 cbn per 100 ft2 of conditioned floor area. (2)P08toonst udton total leakage test(including air handler enclosure)_Less than or equal to 12 elm per 100 it2 press um doerertial of 0.1 inches w.g. (3)Rough4n total leakage test with air handler installed:Less than or equal to 8 drn per 100 tt2 of conditioned floor are*when tested at a pressure differential of 0.1 inch w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal t0 4 cfm per 100 1`112 of conditioned floor area. Heating and Cooling Equipment Sizing: (� Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. (] For systems serving multiple dwelling units documentation has been submitted demortstratfng cornpflgnce with 2009 IECC Comunardal Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: © Circulating service hot water pipes are insulated to R-2. p Circulating service hot water system Include an automatic or accessible manual switch to turn off the cirwiating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees For chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: L7 Heated swimming pools have an oNOff heater switch, p Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Trmer switches on pool heaters and pumps are present. FxcepSo»s: Where public health standards require continuous pump operation. Project Title:New Bedroom addition Report date:08/14/10 Data filename:CADoouments and SettingsU(eithlMy DoannentslRESchecM#eM,rck Page 3 of 4 r 06/27/2010 01:19 5087785731 CAPE COD INSULATION PAGE 05 Where pumps operate within solar eodlor waste-heat-recovery systems. G] 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, Excaptrons: Covers are not required when 60%of the heating energy is tram sit- recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures Can be categorized as one of the following; (a)Compact fluorescent (b)T-8 or smaller diameter!'hear fluorescent (0)40 lumens per watt for lamp wattage—15 (d)s0 lumens per watt for lamp wattage>7S and—40 (e)60 lumens per watt for lamp wattage>40 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 0 satisfy requirement'c'). ❑ A permanent certificate is provided on or in the aleclrical distribution panel Piecing 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:New Bedroom addition Data filename:C:IDocumerds and SettIngs%eithlMy DocumenislREScheckl#8B33,rdc Report date;081141lo Page 4 of 4 06/27/2010 01:19 5087785731 CAPE COD INSULATION PAGE 06 O2009 IECC Energy N/O' Efficiency certificate insulation Rating R--Value Ceiling!Roof 38.00 Wall 21.00 Floor l Fowwavon 10.00 Ductwork(unconditioped spaces): Glass&Door Rating U-Factor SHGC Window 0.32 Door 0.26 NA CoolingHeating & Heating syamm. Cooling System: Water Hester, Name: Date: Commer>ts; i I r i O OQO o El Concrete Bound w/OH Found �) 00 OrO �p 4" M O �4 PROPOSED ADDITION Q E ly JyP, Is, A� �S 69 (�,• pp, Shed A/ p`� `S90 p, F I S•, 4 N SS. ps`3,g SS, � co LOT AREA: 135,923tsf 3.12tac �° w n ASSESSORS MAP NUMBER 103 LOT 108 FLOOD ZONE: THE SUBJECT LOT IS SITUATED IN FLOOD ZONE C SEE COMMUNITY PANEL 250001-0015 C REVISED AUGUST 19, 1985 PLAN REFERENCE: PLAN BOOK 348 PAGE 41 PLAN DATE: SEPTEMBER 22, 1980 e' i 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. L SITE PLAN — PROPOSED SHED 104 WHEELER ROAD oovoAss'y MARSTONS MILLS, MASSACHUSETTS C) C. N SCALE: 1" = 100' DATE: 5/4/2010 TJiULIN No.39403 DAVID C. THULIN, PE, PLS P su 211 MILL ROAD EAST SANDWICH, MASSACHUSETTS 02537 (508) 888-2345 FAX (508) 888-7259 PREP. FOR: MACAULEY DRAWN BY: SET I CHKD BY: OCT y JOB No: 10-012 REV. / SHEET 1 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CNIR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE ✓ WindSpeed (3-sec. gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ I stories <_2 stories f RoofPitch ..........................................................................(Fig 2) ........................................... P, <_ 12:12 Mean Roof Height ..............................................................(Fig 2)................................................. JW ft s 33' Building Width,W ...............................................................(Fig 3)................................................ 1 o ft <_80' ✓ Building Length, L ..............................................................(Fig 3)........................... )6 ft :5 80' 7 Building Aspect Ratio(UW) ...............................................(Fig 4)...........................�.� .......1-06— :53:1 ✓ Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................G `' :5 68" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry .................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION',3 5/8' Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)............................................... 02 in. Bolt Spacing from endfjoint of plate ............................(Fig 5)..................................... in. s 6"—12" Bolt Embedment—concrete.........................................(Fig 5).................................................I in.>7" ✓ Bolt Embedment—masonry.........................................(Fig 5)............................................ in. >_ 1.5" — PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x W 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................_ft:5 12' or U2 or W/2 — Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)........................................ �— Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft s d — FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... _ Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2).._d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................°, ft <_ 10' ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... — ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................L in.s 24"o.c. Wall Story Offsets ................................:.......................(Figs 7&8)............................................—ft s d 4-.2- EXTERIOR WALLS3 : y i Wood Studs ✓ € Loadbearing walls........................................................(Table 5)..............................2x t, - ft in. Non-Loadbearing walls................................................(Table 5)..............................2x_-_ft_in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. ✓ WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 Gypsum Ceiling Length if WSP not used ...................(Fig 11 ft>_0.9W ✓ 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)......................:....... .............................. Double Top Plate Splice Length ........................................................(Fig 13 and Table 6 17 ft Splice Connection (no. of 16d common nails)..............(Table 6)..........................................................� I� i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral (no. of endnailed 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections Lateral (no. of endnailed 16d common nails)...............(Table 8)........................................................ -2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .......................................................(Table 9).................................. f ft_in. <_ 11' Sill Plate Spans ........................................................(Table 9).................................._6L ft_in. <_ 11, Full Height Studs (no. of studs) ...................................(Table 9)........................................................ 1 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. G ft_in. <_ 12 t/ Sill Plate Spans...........................................................(Table 9).................................. ft_in. <_ 12" Full Height Studs(no. of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... L'�<_6'8" SheathingType..............................................(note 4)......................................................�/2 en Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 3 in. FieldNail Spacing..........................................(Table 10)................................................. in. ✓ Shear Connection (no. of 16d common nails)(Table 10)........................................................LILP- Percent Full-Height Sheathing.......................(Table 10)....................................................YX% ✓ 5%Additional Sheathing for Wall with Opening >6'8" (Design Concepts)..................... -- Maximum Building Dimension, L 6- / Nominal Height of Tallest Opening2........................................................................�`s 6'8" V/ SheathingType..............................................(note 4)...................................................... )/Z_ I/ Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing ................. able 11 1z- in. Shear Connection (no. of 16d common nails)(Table 11)........................................................./I"1- Percent Full-Height Sheathing.......................(Table 11).................................................... k,2-% 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Wall Cladding j Ratedfor Wind Speed?.............................................................. ................................................................ V 5.1 ROOFS Roof framing member spans checked? .......................(For Rafters use AWC Sppan Tool, see BBRS Website) ✓ Roof Overhang ................................................... (Figure 19).............. /' ft s smaller of 2' or L/3 7 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..e........................................U.—703Of V Lateral.............................................(Table 12).............................................L=L plf ✓ Shear...............................................(Table 12)............................................S=1'1 plf L/ Ridge Strap Connections, if collar ties not used per page 21..... (Table 13)..............................T= plf -�-- Gable Rake Outlooker......................................... (Figure 20).............. ✓ft<_smaller of 2' or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors ✓ Uplift................................................(Table 14)............................................U= Ib. Lateral(no. of 16d common nails)...(Table 14).......................................L= lb. ✓ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ ..... 7 Roof Sheathing Thickness........................................... ..............................................k in.>_7/16"WSP Roof Sheathing Fastening ...........................................(Table 2)................................ ........................li Notes: 1. This checklist must be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. Date May 25, 2010 Client Renate Macauley 104 Wheeler Road Marstons Mills, MA 02648 Project Addition at: 104 Wheeler Road Marstons Mills, MA 02648 ®ice COPY I. PARTIES & PRICE This contract (hereinafter referred to as "Agreement") is made and entered into on the date noted above, by and between Renate Macauley(hereinafter referred to as "Owner" or "Client"), and George Davis, Inc., (hereinafter referred to as "Contractor" or "GDI"). In consideration of the mutual promises contained herein, Contractor is pleased to perform the following work for the described amount, subject to all changes and allowances, as described below. Contract Price $ 58,675.00 II. SCOPE OF WORK AND ALLOWANCES A. General Scope of Work: o 1 1. This.Contract Proposal is based upon the conceptual plans provided by George Davis, ✓ Inc., dated May 25, 2010 and attached. 2. Construct a 16' x 18'Addition to the left end of the home 3. Provide access to the new space through the closet in the adjacent bedroom. B. Project Specifics: 1) ENGINEERING & PLANS a) Provide a set of architectural building plans suitable for conveying the Contractors intentions, procuring the building permit and construction. b) Quote does not include structural engineering or survey work of any kind. Additional cost may result if required. 2) PERMITS a) Quote includes standard, by-right permitting, including: i) Preparing and filing for the building and electrical permits ii) Application Fees, iii) Coordinate and 'stand' inspections, as required, DESIGN+BUILD+RENOVATE 33 NORTH MAIN STREET,SOUTH YARMOUTH,MASSACHUSETTS 02664 508-394-0832 508-394-5460 FAx GeorgeDavislnc.com iv) Obtain final Inspection(s) and Occupancy Permit, if applicable, b) Additional permitting requirements, such as plan amendments requiring further municipal review are 'by others' or at additional cost. 3) SITE PREP,PROTECTION & DEMOLITION a) During construction there will be a dumpster on-site for ongoing cleanup and debris removal. The property will be kept in a safe and presentable manner throughout construction. b) The home will be protected throughout the construction process to prevent weather damage and unauthorized access to the home. c) All windows, doors, etc. to be carefully removed as needed. Exposed surfaces and openings to be protected as required. d) During construction there will be portable toilet on-site for use of the workers. 4) EXCAVATION, FOUNDATION & LANDSCAPING a) Excavate for a frost wall foundation, backfill when ready. b) Form and place'8" x 16" continuously keyed footings, 3,000 p.s.i. strength concrete. c) Form and place 8" x 3'9" foundation walls 3,000 p.s.i. strength concrete. d) Apply black tar foundation coating below grade. e) Backfill interior of foundation to near top of wall. f) Install 2" rigid insulation on compacted interior filled grade. g) Place and finish a slab 'floor', constituting the substrate for the finished floor surface. h) Finish grade, top dress with loam, seed and fertilize disturbed areas upon completion. Owner is responsible for proper watering and additional plantings if desired. 5) FRAMING a) All Framing to be performed in a good workmanship-like manner utilizing the appropriate quantity, type, and sized fasteners. b) Structural Lumber: Construction grade spruce, sizing spacing according to the plans, subject to the requirements of the Massachusetts Building Code, 7th Edition. c) All sheathing to be structural grade, sized and fastened according to the code. d) All structural framing lumber exposed to the elements or in contact with concrete to be pressure treated. e) Walls—2 x 6 w/CDX veneer plywood. Match adjacent existing top of wall elevations. f) Ceiling Joists—2 x 8, 16" o.c.. g) Rafters—2 x 8, 16" o.c. w/ CDX veneer plywood. 6) WINDOWS, EXTERIOR DOORS & EXTERIOR TRIM i) Windows & Exterior Doors— (1) All new windows to be Anderson, 400 series Casement windows, featuring low- maintenance white exteriors, pre-finished white interiors, Low-E4 high performance insulating glass, white hardware and charcoal aluminum full screens. Window sizes and configurations are per the plans provided. (2) Rear Door— New door to be a 2'8" x 6'8" 15-lite French style door. This unit is 1 an insulated fiberglass door, will feature a high-performance adjustable aluminum J sill, doubled board for a Schlage lockset and single cylinder deadbolt(included). Initial Initial . Paue 2 of 8 b) Exterior Elements— i) All new trim to be Azek PVC trim for a low maintenance exterior: ii) All new exterior trim to be installed so that it is consistent with the prevailing details on the home. iii) The gable end trim will match the detail of the back gable, which features the flush rake board trim. iv) Windows and Doors to be trimmed w/ 1 x 4 or 1 x 5 casings. Windows to feature applied auxiliary sub sills for an authentic appearance. 7) ROOFING & SIDING a) Roofing: i) All new roofing will closely match the existing to the extent possible. ii) Ice &Water Barrier to be applied along the lower 36" of the roof in the valleys and in any other vulnerable area. iii) All remaining roof deck surfaces to be covered w/ 15 lb. felt prior to roofing. iv) Seamless aluminum gutters and downspouts to be installed. b) Siding— (1) All new siding to be clear vertical grain red cedar'/2" x 6" clapboard. (2) All new siding to be front, back and end primed prior to installation. (3) Apply Tyvek, or equal, building wrap to the exposed sheathing. (4) Vicorself-adhering membrane flashing to be installed around all window, door and other openings to prevent water and draft infiltration. 8) INSULATION &VENTILATION a) Quote includes insulating the new sections of the home 'to code', including: b) New exterior walls- Minimum R-19 fiberglass batt insulation with poly vapor barrier. c) New flat ceiling - Minimum R-38 fiberglass insulation w/vapor barrier. . 9) WALLS & CEILINGS a) All new walls and ceilings to be finished with gypsum board, finished with veneer plaster. Wall and Ceiling surfaces to be finished with a light texture. 10) INTERIOR TRIM AND MILLWORK a) Trim i) All new interior trim has been specified to be painted, including casings, door jambs and baseboards. ii) The entrance from the home to be a cased opening. iii) Casings— New interior casings to be 2 '/2" Colonial, or match. iv) Baseboard — New baseboards to be 3 '/2" Ogee, or match. v) Flat stock, extension jambs, door jambs, etc. to be 1 x poplar or pine. vi) Access to the attic will be through the existing attic space. lnitial Initial Pit<oc 3 ol�8 11) FLOORING (1) $1,000 Allowance. To be applied toward the purchase and complete installation . of the carpet and any pad or underlayment. 12) PAINTING a) Exterior—Included surfaces include all trim affected by the renovations. Existing, otherwise unaffected trim, doors, etc..are not included. i) All new trim & hinged doors to be painted. (1) Trim—Set& Fill Nails &Caulk. Two coats of Sherwin-Williams Duration exterior trim paint. Color to be white. (2) Clapboard siding to be primed, and top-coated with two coats of the Bejamin- Moore Solid body latex stain or paint. Color to closely match existing. b) Interior—We anticipate painting all interior surfaces, including all ceilings, walls, trim and doors. i) Trim— Prime, sand, caulk, putty, additional spot prime &sand. Two coats of Benjamin-Moore or Sherwin-Williams latex, semi-gloss trim paint. Single trim color throughout. ii) Walls—Prime, patch, sand, spot prime. Two coats of Benjamin Moore or Sherwin Williams finish applied. Finish (flat, eggshell, etc.) and color to be determined. iii) Ceilings— Benjamin Moore ceiling white applied two coats. 13) ELECTRICAL a) Interior — (1) Provide up to four 6" recessed cans with standard white baffle trim (2) Provide one telephone jack. (3) Provide one television jack. (4) Provide up to seven15 amp. General purpose receptacles. (5) Provisions for an Owner-provided paddle fan and control in the room.. (6) Quote includes providing one additional smoke detector, tied into the existing system. Additional requirements, if any will result in additional cost. (7) b) Exterior— i) Back Door— Provide provisions for one Owner-provided exterior light, switched from inside the new door. 14) HEAT& AIR CONDITIONING a) $2,500.00 Allowance. 'To be applied toward all costs associated with the installation of an additional zone of heat to the room. 15) FINAL a) Upon completion, all work areas will be broom-cleaned. b) All debris to be removed and properly disposed of. Initial Initial Pa-e 4 of 8 C. Allowances Payment for work designated in the Agreement as allowance work has been initially factored into our quotation. If the retail cost of the allowance work exceeds the line item noted, the difference between the cost and the amount stated will be subject to the Contractor's profit and overhead margin of 20%, which is calculated by multiplying the Contractor's cost by 1.25. If the cost of the item is less than the allowance noted, a credit equal to the difference in the cost and the allowance will be issued to the Owner. III. GENERAL CONDITIONS FOR THE AGREEMENT A. Exclusions This agreement does not include labor and materials for the following work: 1. Project Specific Exclusions: - Upgrades to any utilities or services if required. Landscaping beyond what is specifically described above. Surveying and/or Engineering of any kind, if required. 2. Standard Exclusions: Unless specifically included or otherwise described in the "General Scope of Work" section above, this Agreement does not include labor or materials for the following work: Plans, engineering fees of any kind. Testing, removal and disposal of any materials containing asbestos (or any other hazardous material as defined by the EPA). Up-grading of the electrical service, heating or A/C systems or domestic hot water supply systems. Custom milling of any wood for use in the project. Moving Owner's property around the site. Labor or materials required to repair or replace any Owner-supplied or salvaged materials. Snow and ice removal. Repair of concealed underground utilities not located on prints or physically staked out by Owner which are damaged during construction. Surveying that may be required to establish accurate property boundaries for setback purposes (fences and old stakes may not be located on actual property lines). Final construction cleaning (Contractor will leave site in "broom swept" condition). Landscaping j and irrigation work of any kind. Temporary power or fencing. Public or private utility connection fees. Repair of damage to existing roads, sidewalks, and driveways that could occur when construction equipment or vehicles are being used in the normal course of construction. 3. Owner Selected "Floor", "Display", or"Slightly Damaged" Products: It is the policy of the Contractor that all material shall be delivered to the site in its original, undisturbed packaging. Should the Owner select and/or specify that a "floor or display product be used, .it shall be handled and installed at our rate of $76.00 per hour,from start to finish. Furthermore, no guarantee or warranty is provided by the contractor on either the product or the installation. B. Date of Work Commencement and Substantial Completion 1. Commence Work— Permit process will begin Win 5 days of receipt of the signed contract and deposit. Construction will begin w/in 14 days of receipt of the building permit. 2. Completion — Project will be substantially complete approx. 6 weeks after start of construction. Construction time does not include delays and adjustments for delays caused by: permitting; severe inclement weather, additional time required for Change Order work, and other delays 1 unavoidable or beyond the control of the Contractor. Initial Initial. s Page 5 o f 8 C. Change Orders:. Concealed Conditions and Additional Work 1. Concealed Conditions: This Agreement is based solely on the observations Contractor was able to make with the structure in its current condition at the time this agreement was bid. If additional work concealed conditions are discovered once work has commenced which were not visible at the time this proposal was bid, Contractor will stop work and point out these unforeseen concealed conditions to Owner so that Owner and Contractor can execute a Change Order for any Additional Work. In the event that Owner is unavailable at the time that the deviation is discovered, and it is in the best interest of the project to continue, Contractor is authorized to do so, providing that the Change Order is presented to the owner as soon as reasonably possible. .2. Deviation from Scope of Work: Any alteration or deviation from the Scope of Work referred to in this Agreement involving extra costs of materials or labor (including changes in the Scope of Work required by J governmental plan checkers or field building inspectors) will be executed upon a written Change Order issued by Contractor and should be signed by Contractor and Owner prior to the commencement of Additional Work by the Contractor. In the event that Owner is unavailable at the time that the deviation is discovered, and it is in the best interest of the project to continue, Contractor is authorized to do so, providing that the Change Order is presented to the owner as soon as reasonably possible. This clause does not apply to allowance work which, in some cases, we cannot ascertain the final total until the work has been completed. 3. Contractor's Rates: By Default, any additional work that is completed outside the original scope of work, or is not quoted as a "fixed price" prior to such work being started, shall be billed at our labor rate of $ 76.00 per man/hour. Material, Sub-Contractor Labor, and other expenses associated with such work shall be billed at Contractor's Cost, divided by.80. 4. Other Contractors: The Owner may not allow other trade contractors to work at the home during the construction period unless specifically agreed to in this Contract. D. Payment Terms: What follows is a schedule of values as they pertain to specific activities of the project. The owner will be billed according to "percentages of completion" of each phase. As the project nears completion, the payments due will reflect a balance left on the project that is to be equal to or greater than the value of the work remaining. Payments are to be made to the Contractor within 5 business days of receipt of an invoice. Description Amount Deposit upon acceptance of agreement (approx. 10%) $ 8,675 Sitework & Concrete 12,000 Framing, Windows & Doors $ 14,000 Roofing & Siding, Electrical & Heating $ 9,000 Insulation, Blueboard, Plaster& Paint $- 8,000 Interior Trim & Flooring $ 7,000 1 Total $ 58,675 Initial Initial Page6of8 4. Adjustments Adjustments for Change Orders will be paid for at the time of approval. E. Warranty Contractor provides a limited warranty on all Contractor- and Subcontractor-supplied labor and materials used in this project for a period of two years following substantial completion, provided there is no outstanding balance owed. No warranty is provided for material that is provided.by the owner. No warranty is provided for material that is existing that is moved and/or re-installed during the course of the project, including any warranty that existing/used materials will not. be damaged during the removal and reinstallation process. Two years after substantial completion of the project, the Owner's sole remedy (for materials and labor) on all materials that are covered by a manufacturer's warranty is strictly with the manufacturer, not with the Contractor. F. Dispute Resolution and Attorney's Fees Any controversy or claim arising out of or related to this Agreement of an amount that is the maximum of the limit of The Small Claim Division of the Municipal Court in the Barnstable County must be heard in that court. Any controversy or claim arising out of or related to this Agreement which is over the dollar limit of The Small Claims Court must be settled by binding arbitration administered by the American Arbitration Association in accordance with the Construction Industry Arbitration Rules. Judgment upon the award may be entered in any Court having jurisdiction thereof. The prevailing party in any legal proceeding related to this Agreement shall be entitled to payment of reasonable attorney's fees, costs, and expenses. G. Expiration of this Agreement ll This agreement will expire 15 days after the date at the top of the first page of this I Agreement if not first accepted in writing by Owner. H. Acts of God or Otherwise Extraordinary Events It is the intent of the Contractor to complete the project within the terms of the Contract. However, should an event so extraordinary and/or catastrophic recast the social, economic or physical environment on which we based our decision to enter into this Contract, the Contractor reserves the right to take whatever basic steps are necessary to ensure the viability of George Davis Builders, Inc.. It is expressly stated that such steps are not to be taken in order that the Contractor may enjoy greater profit or opportunity; but be limited to the minimum necessary steps. I. Entire Agreement This Agreement represents and contains the entire agreement between the parties. Prior discussions or verbal representations by the parties that are not contained in this Agreement are not part of the Agreement. J Initial Initial Page 7 of 8 IV. HOME IMPROVEMENT CONTRACTOR REGISTRATION COMPLIANCE.LANGUAGE A. All home improvement contractors and subcontractors shall be registered. Inquiries concerning a contractor or subcontractor relating to a registration should be directed to: Director, Home Improvement Contractor Registration One Ashburton Place, Room 1301 Boston, MA 02108 B. The owner may have three-day cancellation rights under MGL c.93, §48; MGL c. 140D, §10, or MGL c. 255D, §14, as may be applicable. C. All warranties and the owner's rights under the provisions of 780 CMR R6 and MGL c. 142A D. In the event that the Owner does not pay the contractor per this contract, the property is subject to a mechanic's lien. E. No contract shall contain an acceleration clause under which any part or all of the balance not yet due may be declared due and payable because the holder deems himself to be insecure. However, where the contractor deems himself to be insecure he may require as a prerequisite to continuing said work that the balance of funds due under the contract, which are in the possession of the owner, shall be placed in a joint escrow account requiring the signatures of the home improvement contractor and owner for withdrawal. F. No work shall begin prior to the signing of the contract and transmittal'to the owner a copy of such contract. G. MA Construction Supervisors License# 156130 H. Home Improvement Contractors Registration# 107333 V. USE OF THIS DOCUMENT In taking possession of this document, the holder agrees that the entire package, including gny accompanying plans, sketches, sample forms, Company descriptions and profiles, reference lists, etc., in part and in whole, is intended for the sole use of the George Davis, Inc. and the Client, solely and for the express purpose of engaging George Davis, Inc. in the construction of the described project. This document, in part and in whole may not be duplicated or otherwise shared with any other party without the express permission of George Davis. Our signatures indicate that we have read, we understand, and we accept all provisions.of this agreement. Do not sign this contract if the re any blank spaces. Owner C'�l�lc Date 1 Renate Macauley . C Contractor //� ... Date dzsrh o George DaVis, President l George Davis, Inc. J Initial Initial Noe 8of8 I il9ass,ichusct[s- Depal-tmcnt of Public Safctv" Board of Building Rc!(rulations and Standards - Construction Supervisor License License: CS 56130 Restricted to: 00 GEORGE F DAVIS 33 N MAIN ST S YARMOUTH, MA 026643 Expiration: 3/l/2011 ("unnnissiuncr Tr#: 12220 ! ✓liz �anurrconurea�Cfz a�'./l�aaaacl uaeCta Board of Building Regulations and Standards i HOME IMPROVEMENT CONTRACTOR Registration: 160164 Expiration: 7/2/2010 Tr# 270040 Type: Private Corporation GEORGE DAVIS, INC. GEORGE DAVIS 33 NORTH MAIN STREET � SOUTH YARMOUTH,MA 02664 Administrator i i I CARBON MONOXIDE ALARMS May 25, 2010 ' t• SMOKE DETECTORS REVIEW D MUST BE INSTALLED PER G MASSACHUSETTS BUILDING CODE - �rd i BARNSTABLE BUILDING DEPT. Dq Ex'°"^g"ndm FIRE DEPARTMENT DATE i. BOTH SIGNATURES ARE REQUIRED FOR PERM/77ING + ` Bathroom t { IMPORTANT - UPGRADE. REQUIRED STATE BUILDING CODE,' fkQUIRES THE UPGRADING OF °' SMOKE DETECTORS FOR'-'THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED NOTE: A SEPARATE PER MIT IS REQUIRED FOR THE F011 INSTALLATION OF SMOKE DETECTORS-THE ELECTRICP.' Ex sting bedroom - I IE— 3 -4 PERMIT DOES NOT SATISFY THIS REQUIREMENT. ' 0' co verts to pass- S ° thr ugh room 32 z SO OW 145J GP Front Elevation S \ 2666 S � � zo ■ Bedroom o0 17'-8"x 15'-4" F-1 L L Z- Existing Gar F oor Plan Rear Elevation p r OW 144 CW 744 Imo--4'-6" 9' 3 ' F 18' ■ ■ �' 5 F-1 Proposed Addition for: P OTzSIGN+8van+PANOVAT6 Renate Macauley 104 Wheeler Road 33 North Main Street Marstons Mills, MA South Yarmouth, MA 02664 Property of George Davis, Inc. Side Elevation ' (508) 394-0832 DO NOT COPY www.GeorgeDavisInc.com May 25, 2010 I : I 18' - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - I f' 38 Match I I I I -19 °° L0 (0 Roof&Ceiling Notes: — 2 x 12 Ridge WALL NOTES:2 x 6 p.t. Shoe Plate 2 x 8 Rafters @ 16' o.c. 2—2 x 6 Top Plates — 2 x 4 Rafter ties @ 48" o.c. 2 x 6 Studs @ 16"o.c. 00 '/2" CDX Plywood Built-up Headers—per code I + 2 x 8 Ceil. Joists - 16" o.c. /Z" CDX Sheathing 00 I I 1 x 3 Strapping RC Clapboard siding-to match I I I 15 lb. Felt Gypsum Board Asphalt Shingles Ridge &Soffit Venting Match T.O.F. - - - - - - - - - - - - - - - - - - - - - - - I T.7777 - - - - - - - FOUNDATION NOTES: 16"x 8" Continuous keyed footings- 3,000 psi ' 8"x 3'-9"Concrete Wall—3,000 psi i0 '/2'Anchor Bolts, embedded min. 7",with 3"x 3"x%" Plate Was �f l s o a oca e Interim bolts located per code specifications N I I 3"concrete slab over 2" rigid insulation over compacted fill—2,500 psico Control Joints, per code �.• M I I 4 I ' .aI Proposed Addition for: DESIGN+BUIM RENOVATE T I Renate Macauley o v co _ I_ 104 Wheeler Road 33 North Main Street �I Marstons Mills, MA South Yarmouth, MA 02664 Property of George Davis, Inc. (508) 394-0832 DO NOT COPY www.GeorgeDavisInc.com May 25, 2010 Deck Bathroom Bathroom _ — — — — — — — — — — — Existing mudroom tS eBedroom 3'-4„ 8' �.� study Kitchen/Dining Zo S 'w II Bedroom w Existing Un-finished Basement 17'-6'x 15'-4' ( `~ Existing Garage Living Room Family Room i s - � � ICI II Proposed Addition - - - - - - - - Open Porch 'J" - - - - - - - - - - -'. - - - - J - II Existing Layout ; II r Proposed Addition for: DEMGN,BUIQM+PENOVAT6 y Renate Macauley 104 Wheeler Road 33 North Main Street Marstons Mills, MA South Yarmouth, MA 02664 Property of George Davis, Inc. (508) 394-0832 DO NOT COPY www.GeorgeDavisInc.com Town of Barnstable _ OFT"E rO+Yti Regulatory Services Thomas F.Geiler,Director r MASS.STABLE, Building Division 1639. `0 A Tom Perry,Building Commissioner FD MA 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# Z-0 W Z,� FEE: $ SHED REGISTRATION 120 square feet or less A911-1 z--f Location of shed(address) Village Property owner's name Telephone number /SiShed Map/Parcel# /� /"J 0� /// I 0 re Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is requi )red Sign-off hours for Conservation 8 00-9.'X&=3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN C Q-forms-shedreg REV:042506 LOT AREA: 135,923tsf 3.12fac P� w` ASSESSORS MAP NUMBER 103 LOT 108 QG Q� ` G�`Q`v FLOOD ZONE: N `` `` A`CJ�w ,pp THE SUBJECT LOT IS SITUATED IN FLOOD GQN Q,�O ZONE C SEE COMMUNITY PANEL 250001-0015 C REVISED AUGUST 19, 1985 PLAN REFERENCE: PLAN BOOK 348 PAGE 41 PLAN DATE: SEPTEMBER 22, 1980 p6 Concrete Bound w/OH Found Stoke Set on Property Line 00 CO E��yJye s A O o s. R6'• O0, G S9oS 0�O 70 >1 STAKE SET BESIDE A CONCRETE BOUND FOUND DAMAGED AND BURIED ABOUT 6" O ZONING REQUIREMENTS ti gos REQUIRED SSAS - � ZONING DISTRICT: RF NN WATER RESOURCE DISTRICT: GP - RP.OD n MIN. LOT AREA: 43,560 SF (1) ^ MIN. LOT FRONTAGE: 150 FT. MIN. FRONT YARD: 30 FT. MIN. SIDE/REAR YARD: 15 FT. v MAX. LOT COVERAGE: <15% Y-° MAX. BUILDING HEIGHT: 30 FT. o MAX. SHAPE FACTOR 22 a W MAX. IMPERVIOUS AREA: 15% a- w MIN. -NATURAL AREA: 30% cn W (1) 87,120 SF REQIURED IN RPOD, RESOURCE r- PROTECTION OVERLAY DISTRICT 100 0 50 100 200 400 ( IN FEET ) 1 inch 100 ft. ~ [SITE PLAN — PROPOSED ADDITION 104 WHEELER ROAD MARSTONS MILLS, MASSACHUSETTS SCALE: 1" = 100' DATE: 4/14/2010 DAVID C. THULIN, PE, PLS 211 MILL ROAD I�J EAST SANDWICH, MASSACHUSETTS 02537 (508) 888-2345 FAX (508) 888-7259 PREP. FOR: MACAULEY DRAWN BY: SET I CHKD BY: OCT JOB No: 10-012 REV. SHEET 1 I i �0f1HE r Town of Barnstable *Permit t o- R- oExpires 6 mon hs from issue ate 7 Regulatory Services Fee txxsrnsLE, Thomas F. Geiler,Director v Muss. g 16gq. Building Division pTFD MAC A Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis, MA 02601 *ax: www:town.bamstable.ma.us Office: 508-862-4038 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1 Property Address l G -� � �k '�" ✓t� P ❑ Residential Value of Wor Minimum fee of$255.00 for work under$6000.00 Owner's Name& Address / � �. �/ /� ✓�.L�1r Contractor's Name - ,G� Telephone Number Home Improvement Contractor License# (if applicable) ❑Workman's Compensation Insurance PERMIT jKone: � JUL 1 1 2008 a sole proprietor ❑ I the Homeowner TOWN OF BARNSTABLE have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance Certificate must be on fire. Permit Request(check box) . ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) [] Re-side Replacement.Windows/doors/sliders. U-Value �/ (maximum.44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. 'Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. 1 SIGNATURE: Q:IWPFILES\FORMS\building permit forms EXPRESS.doc Revise02O108 1 - ' The Comnionwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' www.mass.gov/dia ' Workers'Compensation Insumuce Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/0mmriz9tion/Individual): �✓ 1° Address: 5p r 9 City/State/Zip: Phone.#: 7 �� Are an employer?Check the appropriate boa: :Type of project(required):. 1. I am a employe,with / 4. [] I am a general contractor and I 6. ❑New construction . employees full and/or part-time).* • have hired the sub contractors 2.❑ T am a sole proprietor or partner meted on the'attached sheet. 7. ❑Remodeling ship and have no employees . These sub-contractors have 8. ❑Demolition working for me in an capacity. employees and have workers' ❑ Y P t5'• 9. Building* add Lion comp.insurance. [No workers comp.insurance 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ 3.❑ I am a homeowner doing all-work . officers have exercised their 1 LE]Plumbing repairs or additions myself,[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance.required.]t c. 152, §1(4),and we have no ] employees.[No workers' 13.❑Other • comp.insurance required.] *Any applicant fat cheeks box#1 must also fill out the section below showing their wmlcers'compensation policy information. t Homeowners,who submit this affidavit indicating @hey are doing all work and tlien hire outside contractors must subnut anew affidavit indicating'such tContractors that check thin box mutt attached an additional sheet showing the name of the subcontractors and state whether ornot those entities have employees. if the subcontractors have employees,$hey must provide their workers'comp.police number. I am an employer that is proyiding workers'compensation ' uranee for my employees. Below isthepolicy and job site' information. Insurance Company Name: � y� � �O e.K, 99 Policy#or Self-ins.Lic.k G r Expiration Date: lob Site Address• /O 41 4kvCity/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expitation date). Failure,to secure coverage as required under Section 25A of MGL e. 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$250.00 a day against the violator. Be advised$hat a copy of this statement maybe forwarded to the.Office of Investigations of the t)IA for insurance coverage vorification. ' I do hereby certify un r ins and of perjury that the information provided above• ' true nii correct Si afore Date: Phone#• Official use only. Do not write in this area, tb be completed by.city or town.offcciaL City or Town— permit/License# Issuing Authority(circle one): :I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: �� I l Town of Barnstable Regulatory Services sa�wMAE& Thomas F.Geiler,Director i639. `�� 639 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, .40 11(al'e 40,!Z, _,as Owner of the subject property hereby authorize f� !�1✓ to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner ate 7S Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&O WNERPERMISSION Town of Barnstable �pF tHE Tp�� Regulatory Services Thomas F.Geiler,Director BARNSTABLE. y MASS. g 1639. .• Building Division TFn �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING 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. ' ' DEFINITION OF HOMEOWNER Person(s)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 constructs 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. 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 which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(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 person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. 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 he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form certification for use in your community. Q:fomrs:homeexempt L I r tIF't .�atJ t.• t i El ' Ex uatlon._ P .1 /2008. ..L:A( E4CF?;QFT f IMjN�Cy"R, IjELIUG . " I X*-. Massachusetts- Department of Public Safeth Board of Building Regulations and Standards ; Construction Supervisor License License: CS 50234- Restricted to 00 r a!'I�difii Iyy` a ut ;MICHAEL`;DELUG�` ; 568 SANTUIT;RD COTUIT, MA:02635 4 Expiration: 7/9/2010 ('unuuisxiuncr; Tr#: 30003 r a ✓�e��9�na��'t!!ealb�o�✓�aa?ctcY�uaelld OFigBUIL 1NG:RGULATIONS. �Icerise: CONSRUCTION;SUPERVISOR Number. 05623.4 I h e= 0 62 s 1 9l2 Tr.no: 29204 Fees e MICHAEL DELUG e 568 SANTUIT RD COTUIT, MA 02635 Commisslo6er H9MF 1 R T' $:. Expiration__7( 7/20p8 V LAGS CRAFT ILD Nl `R G=B _M DELING it 'c _ - .t;...!. P,4A Q2636 (=�/ UchiayAdsni:;islt;tlor I D 0EC-20-2007 MV) 14: 12 MALCOIM ,& PARSONS INSURANCE (FAX) 17813441425 P. 007l008 047E ACOIRP. CERTIFICATE OF LIABILITY INSURANCE 12/20/2007(MNiCOIYYYY) PRODucER (781)344'-3200 FAX (7%1)344-1425 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Malcolm & Parsons Ins. Agcy. Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 6 Freeman St.' HOLDER,THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 527 Stoughton, MA 02072 INSURERS AFFORDING COVERAGE NAIC# 04SUR=_D Michael De uga INSURER A- Associated Enployers Insurance DBA: Village Craft Building & Remodeling INSURER B. 569 Santuit Road INSURER C' — -j-- — -- Cotuit, MA 02635 INSURERD — ---`�—"""`--- INSURER E' j i COVERAGES THE POLICES OF INSURANCE LISTED BELOW HA1:BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD!NDICAT=O.NOTWITHSTANDING ANY REOUAEMcNT,TERM OR CONDITION OF ANN'CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAl'BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY TH:POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS C=SUCH POLICIES AGGREGATE LINNTS SHOWN IWA.Y HAVE 3EEN REDUCED BY PAID CLAIMS. INSR CD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIAS!L:TY EA;..-QC'.CURREWCE S CC`AV,5RCIAL'GENSRAL LIABILITY DA:VA.3^c TC RENTED S I CLAIMS MADE Or-C'JR MED EXP(An;one person) S j PERSONAL S A0V INJUGY S GENERAL AGGREGATE 5 ' GENLAGGSEGATE LIMI-AP:1LI_S PER' PROOJCJS-"OMPIOP AGO S ----- ' -- PRO .. — POLICY! :ECT �LOC -- AUTOMOBILE LIABILITY y• COIVBINE`.SINGLE LIMIT AN/AUTO •',Ea rc wm0 ALL OWNED AUTOS ------'--------`---- ---------- BODILY INJURY SCHECULED A'.TOS Per pvsen) j HIREDAU*FCS BODILY iWUR'! NOI.OWIED?IJTOS Leer au dens) I PROPERTY DAMAGE S — I (Par ecc dcru) i GARAGE LIABILITY AUT00`!LY-EA ACCIDENT 5 _--- AN.wJTO OT:.HeR THAN EA 4CC S A'JT00VLl': EGG S -- ' EXCESSIULIWELLALIAaILITY EACH(-=IJRRcNCE S OCCIJP, CLAIMS rMCE AC0REGAT= S DEOUCT5L"c ---------'— 5 j Rc ENPON S ------._ --A_—_. 5 I WORKERS COMPENSATION AND W:C500611401-2007 12/23/2007 12/23/200$ T�c�TArJ• I�'ti. iEMPLOYERS'LIABILITY E.L EACI-ACC DENT S 100,000 A , AM`PRC:PRI'TGF.PARTNFSL'=X'cCI;TIVE FIGERINEC1eE'EHCLUDEC E.L DISEASE i -EA EMPLDYE 100,000 YECIAL RO t yes ae PRO undo•YISIGNS Mtix' E L.DSEASE-POLICY Utl:7 S 500.000 OTHER DE SCSRIP *11 91 OPERATIONS I LOCATIONS I VEHICLES 1 EX(LUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ResTdentTj•Ccontr,•actor- l�. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFURE THE EXPIRATION DATE THEREOF.THE ISSUING INSURER WILL ENDEkVOR TO MAIL - DAYS WRITTEN NOTICE TO THE SEP.TIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO MAIL SUCH NOTCe SHALL IMPOSE NO OBLIGATION OR LIABILITY Insureds Copy OFAN�K140 UPON THEINSURER.ITS.A3ENTSORREPRESENTATIVES. Evidence of Insurance AUTHORIZ_DREPRESENTATIVE Irving Parsons ACORD 28(2001108) QACORD CORPORATION 1986 March 25, 2008 Mr. Thomas Perry- Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Commissioner Perry: Pursuant to MGL Chapter 148 Section 28A, I am making you aware and request your interpretation of an un-permitted bedroom without fire alarm upgrade at: 104 Wheeler Road 1 Marstons Mills, MA While on a sale and transfer inspection at this address, I observed a laundry room that has been converted to a bedroom. The fire alarm system has not been upgraded and we have no pending fire alarm permits for this address. The real estate agent has been advised to contact your office for direction. Please contact me with any questions you have relative to this situation at 508- 790-2375 Ext.1. Thank you for your attention to this issue. Sincerely, Francis M. Pulsifer j 11 Fire Prevention Officer Cc: Robin Giagregorio � /fo���vni�ic. s7/g-z� T-�-+9-T R oo�►, kr� i3-t�s 7'�e5 . D"i�L a o , Cfe- c�?cc .�J ma/v� ArA�� testa Ze 6-- IC c Parcel Detail Page 1 of 3 . w •4 T H E f rSL .rEo MFwa� Jii%Ge� G fl /ill e /�dtt.i Logged In As: Parcel Detail Wednesday, Mar( Parcel Lookup Parcellnfo Parcel ID 103-108 - I LO Developeer T 8-ALo _ Location 104 WHEELER ROAD I Pri Frontage 201 Sec Road ROUTE 149 I Sec Frontage 166 Village MARSTONS MILLS I Fire District C-O-MM Sewer Acct I Road Index 1824 Interactive Map - Owner Info owner KONARY, DAVIELLE RITA I Co-owner' Streets 104 WHEELER RD I Street2 city MARSTONS MILLS I State MA zip 02648 Country - Land Info Acres 3.11 use Single Fam MDL-01 I zoning RF I Nghbd:0105 Topography Level I Road ,Paved utilities Public Water,Gas,Septic I Location Construction Info Building 1 of 1 Year 1985 I Roof Gable/Hip I Ext Wood Shingle I I Built Struct Wall Effect 2279 I Roof Cover Type Area Asph/F GIs/Cmp I p None I ©� Style Cape Cod I wall Drywall I Rooms ,2 Bedrooms Model Residential I Int Floor Hardwood I Rooms Bath 2 Full Total Grade Average Plus I Type Hot Water I Rooms'? Rooms http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=6048 3/26/2008 Parcel Detail Page 2 of 3 vb Bf B •14: Stories I Heat 41 Oil _I Found-Oured Con �� UAT �Ask Fuel ation ' BAD :flMT; BM7 ,tlaT :24 lFUR 14 ' "ctl�) 18 Permit History Issue Date Purpose Permit# Amount Insp Date Comm, 12/2/1984 B27298 $60,000 2/15/1986 12:00:00 AM MM 12/1/1984 B27298A $60,000 MM 1 Visit History Date Who Purpose 7/12/2006 12:00:00 AM Paul Talbot Meas/Est 3/17/2003 12:00:00 AM Paul Talbot Meas/Est 5/12/1999 12:00:00 AM Frederick Stepanis Meas/Listed - Sales History Line Sale Date Owner Book/Page Sale P 1 8/2/2002 KONARY, DAVIELLE RITA �O`6� 15436/291 2 STEWART, RICHARD J & RITA G 3210/099 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parc( 1 2008 $217,600 $0 $0 $201,800 ; 3 2007 $216,700 $0 $0 $201,800 4 2006 $200,500 $0 $0 $219,400 5 2005 $184,500 $0 $0 $199,400 6 2004 $150,200 $0 $0 $169,500 7 2003 $173,500 $0 $0 $137,500 8 2002 $173,500 $0 $0 $137,500 9 2001 $173,500 $0 $0 $137,500 10 2000 $128,900 $0 $0 $98,100 11 1999 $139,900 $0 $0 $98,100 12 1998 $139,900 $0 $0 $98,100 13 1997 $152,000 $0 $0 $83,300 14 1996 $152,000 $0 $0 $83,300 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=6048 3/26/2008 Parcel Detail Page 3 of 3 15 1995 $152,000 $0 $0 $83,300 16 1994 $136,600 $0 $0 $87,500 17 1993 $136,600 $0 $0 $90,200 18 1992 $155,400 $0 $0 $97,200 19 1991 $151,500 $0 $0 $118,000 20 1990 $151,500 $0 $0 $118,000 21 1989 $151,500 $0 $0 $118,000 22 1988 $133,000 $0 $0 $48,600 23 1987 $133,000 $0 $0 $48,600 24 1986 $0 $0 $0 $48,600 Pho tos low y , tt r b 1 1 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=6048 3/26/2008 Town of Barnstable Geographic Information System March 26,2008 � /40� 104008 � �, #63 104012 �103002 /ry #42 /N ��\` 2 yy J / 082 y ��� 103105 r „Y #83020 �� #56 103094, 082019 #97 103106 r # 212 1212 t#72r OPfififi 103007 y�# 33 103107 0 #82 103008 103004 Y #19 oe2olo #�170 � #131 103108 r p #104 103005 #1154 08225 V 0 103009 #135 114 n 103006 Q y103109001 #381 j #116 yU 103027 103109002 E 103088 #105 #150 C #384 9 103087 0 � 103109004 #372 #1115 ^ 1030% 103001 103109003 ;� �,#995 �#1109 103089 #342 89 \" #1110 �0 Feet � y� 1,108'112# DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:103 Parcel:108 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel FJ 1'=100'may not meet established map accuracy standards. The parcel lines on this map Owner:KONARY,DAVIELLE RITA Total Assessed Value:$419400 ,,. Co-owner: Acreage:3.11 acres Abutters W- E are only graphic representations of Assessor's tax parcels. They are not We properly 9 boundaries and do not represent accurate relationships to physical features on the map Location:104 WHEELER ROAD such as building locations. Buffer '*'%�• I Building Detail Page 1 of 1 . � - �:4 '',tS.IC ti 5'f ilCi l..t'. "i i � ]�. .r ---..rri,•i.I rrrr N�++ltllr�:•w. y .1L15�. x sir .; �•4�...�^+ ,. Logged In As: Building Detail Wednesday, Marc Parcel Lookup Parcel Detail Error: LoadOBGrid: EXECUTE permission denied on object 'getOB', databaso 'TOBI_Production_Property', owner 'dbo'. Building 1_of 1 KA s�9 `> RAT I jUaT; HIP, r ?% h Code Description Gross Area Effective Area Living Are BAS First Floor 1522 1522 BMT Basement Area 1200 216 FOP Open Porch 144 29 GAR Attached Garage 480 168 UAT Attic, Unfinished 1260 315 WDK Wood Deck 294 29 - Extra Features Code Description Units Unit Price Year Built Value Commen Out Buildings http://issgl2/intranet/propdata/BuildingDetail.aspx?PID=6048&BID=6285&N=1&NN=1 3/26/2008 SST. CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Route 28•Centerville, MA 02632-3117 1926 508-790-2375 x1 • FAX: 508-790-2385 John M.Farrington,Chief Martin O'L. MacNeely, Fire Prevention Officer Craig E.Whiteley,Deputy Chief Francis M. Pulsifer, Fire Prevention Officer March 25, 2008 Mr. Thomas Perry- Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Commissioner Perry: Pursuant to MGL Chapter 148 Section 28A, I am making you aware and request your interpretation of an un-permitted bedroom without fire alarm upgrade at: 104 Wheeler RoadjI Marstons Mills, MA While on a sale and transfer inspection at this address, I observed a laundry room that has been converted to a bedroom. The fire alarm system has not been upgraded and we have no pending fire alarm permits for this address. The real estate agent has been advised to contact your office for direction. Please contact me with any questions you have relative to this situation at 508- 790-2375 Ext.l. Thank you for your attention to this issue. Sincerely, Francis M. Pulsifer Fire Prevention Officer 1 _..i U. Cc: Robin Giagregorio CO c.7 r_ cti rn "Commitment to Our Community" Parcel Detail Page 1 of 3 �• 7 .lEo M,v Logged In As: Parcel Detail Thursday, Mar: Parcel Lookup Parcel Info Parcel ID 103-108 I Developer LOT 8-A Lot Location 104 WHEELER ROAD I Pri Frontage 201 Sec Road ROUTE 149 Sec I Frontage 166 village MARSTONS MILLS I Fire District C-O-MM Sewer Acct I Road Index 1824 Interactive " Map - Owner Info owner KONARY, DAVIELLE RITA I Co-owner. Streets 104 WHEELER RD I Street2 city MARSTONS MILLS I State MA j zip 02648 Country - Land Info Acres 3.11 use Single Fam MDL-01 I zoning RF Ivghbd 0105 Topography Level I Road Paved utilities Public Water,Gas,Septic I Location Construction Info Building 1 of 1 Year 1985 is Roof Gable/Hip I Ext Wood Shingle Built Struct Wall Effect 2279 I Roof Asph/F GIs/Cmp I AC None Area cover Type Style Cape Cod ( vvaint i Drywall I Rooms Be 2 Bedrooms Model Residential Int I Floor Hardwood I Rooms Bath 2 Full I Grade Average Plus I Type Hot Water I Rooms Total 7 Rooms http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=6048 3/27/2008 Parcel Detail Page 2 of 3 Heat - Found- ``-`—`� , 1.4 stories ^ Oil Poured Conc. f ao trot Fuel ation BLS eM7.- .:#A.T4 , 1 i Permit History T Issue Date Purpose Permit# Amount Insp Date Comm( 12/2/1984 B27298 $60,000 2/15/1986 12:00:00 AM MM 12/1/1984 B27298A $60,000 MM 1 Visit History Date Who Purpose 7/12/2006 12:00:00 AM Paul Talbot Meas/Est 3/17/2003 12:00:00 AM Paul Talbot Meas/Est 5/12/1999 12:00:00 AM Frederick Stepanis Meas/Listed Sales History Line Sale Date Owner Book/Page Sale P 1 8/2/2002 KONARY, DAVIELLE RITA 15436/291 2 STEWART, RICHARD J & RITA G 3210/099 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parce 1 2008 $217,600 $0 $0 $201,800 3 2007 $216,700 $0 $0 $201,800 4 2006 $200,500 $0 $0 $219,400 5 2005 $184,500 $0 $0 $199,400 6 2004 $150,200 $0 $0 $169,500 7 2003 $173,500 $0 $0 $137,500 8 2002 $173,500 $0 $0 $137,500 9 2001 $173,500 $0 $0 $137,500 10 2000 $128,900 $0 $0 $98,100 11 1999 $139,900 $0 $0 $98,100 12 1998 $139,900 $0 $0 $98,100 13 1997 $152,000 $0 $0 $83,300 14 1996 $152,000 $0 $0 $83,300 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=6048 3/27/2008 Parcel Detail Page 3 of 3 15 1995 $152,000 $0 $0 $83,300 16 1994 $136,600 $0 $0 $87,500 17 1993 $136,600 $0 $0 $90,200 18 1992 $155,400 $0 $0 $97,200 19 1991 $151,500 $0 $0 $118,000 20 1990 $151,500 $0 $0 $118,000 21 1989 $151,500 $0 $0 $118,000 22 1988 $133,000 $0 $0 $48,600 23 1987 $133,000 $0 $0 $48,600 24 1986 $0 $0 $0 $48,600 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=6048 3/26/2008 jo Assessor's map and lot number ........... .............................. s' THE Sewcoe Permit number °.......::..r —.... .�.. ........... .. d``Qyo O ti o t B6BBSTSDLE, i Howe number -/-y, rasa �I?NAY a` TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATIONFOR PERMIT TO ......................................:....................................................................................... TYPE OF`CONSTRUCTION .... �l/� � �`P............... ............. .................................................................................... .. 1........ ..........................� 19......� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according t the following information: J tT 7,6) Gl Location .....f�1.> ................. ...................................................................................................... .. .:.......... ........ .............. ProposedUse .... .. ................ .................................................................................................................................................. Zoning District Fire District Name of Owner f�� !���//. c�GCJI�l� ....Address A� re". 1.�(/��•. �fl!v!�1'P����� Name of Builder P���1� � `� N`li Address .. � �/(. 1) . l�� ............................... Name of Architect %!..� ��/ ��, ...y✓! l%�/�//���/� /f� Address ........................... /j .......r�........-.. —...... Number of Rooms .... (.aw4� '.,1.! ......�v ........................... ��,, � Exterior ...... .................................................................Roofing ........... .....,/�.��.....�..:!���.��-.....*e....... `U�.. .................:.............................................Interior ...........C^ �CL('X_ Floors ........... �..1 '.... ................... .......................................... Heating ai�el ..................Plumbin — g ..... ....................................... g ................................................ ........... / /© r�©� Fireplace .........../Y©lY ........................................................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 T OCCUPANCY,PERMITS REQUIRED FOR NEW DWELLINGS I he`�eby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above 4° construction. Construction Supervisor's License rt€: ST94AI;T, RICHARD A=103-108 No Permit for ...��..Story ........................ Dwelling....................... Location ...To .....10.4...Whee.ler..Road.............. ...... .. ...... .................. Mills.............................. Owner ..........Richard....Stewart....................... ............... ............. Type of Construction ........Frame.......I........................... ................................................................................ Plot ............................ Lot ................................ o Permit Granted ...December. ..4.1.... 19 84 .. . ........ .... Date of Inspection ....................................19 Date Completed ......................................19 / G � Assessor's map and lot number ..............:............................. THE T0�♦ Sewage Permit number ..:........L .....r—......./....0 ............ q, /f SEPTIC!C SYSTEM MUST `,INSTALLED IN COMPLIA B�9TaB Hose number ................................ ..! ,................... p t639- TOWN OF BARNS` ,ABLCODE E BUILDING. . INSPECTOR APPLICATION FOR PERMIT TO .....................f.............:......................................................................................... f� /� ' �/Y/�;�' TYPE OF CONSTRUCTION .............(�..f.�.........�..........:...............................................................................:....... ,. TO THE INSPECTOR OF BUILDINGS:- The undersigned hereby applies for a permit according t the following information: Location ..... ... .... ....................I...........................................................;.................................... .... . . ...& ProposedUse ....�P7.... ....:`` .1� .. .................................................... ........................ VZoning District ...............................................................•.........Fire District-� .�....../................�. .....................................�.�......... Name of Owner // �/��� Pl ��..1........Address ./T���/. �./.1//.16 ...: ...Name of Buildr e . .��� ll�... .,�. .... iSAddress ........./f /1....1�1�./</.......... 7 Name of Architect /................ !/( ......................Address '. /G�/.....� Foundation v�Number f ` 6� Exterior ........................... ... ....................................................Roofing .............:t.l ............................��.......................... Floors ..... ,lo//.. ......................................'.......Interior ..........C^.�N. .,6 JatQ— ...................:...................... wNeati .-Z g lt//.�� / ::. Plumbing .........*/............................................... .... ..................................... Fireplace ...........4Y10we........................................................Approximate. Cost ................................................. Definitive Plan Approved by Planning Board -----------_______-----------19________. Area, ..... ..... ........ Diagram of Lot and Building with Dimensions Fee .1q .�....`-.-............ SUBJECT TO APPROVAL OF BOARD OF HEALTH N� , 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 ............... Construction Supervisor's License .. ............... F`�j `1'Efn1ART, RIQIAE�D 2729R, One Story No . Permit or Si le ellin�.................... Location ... 8A, 104 Wheeler Road = Marston Mills ...................................................... . .... Owner Richard Stewart ........................................................... Type of Construction .....Fv ............................. r ................................................................................ Plot ........................... Lot ...........:..................... Permit- Granted . December 4, 19 84 Date of Inspection 9.: 75 Date Completed ....................................:.19 Ce B. 0 4. /O 24.38 473 J 36• - - If 43 • 37 .DO � N N C.e• 0 { 1 I E.-X 157 c-N G Ul F o. a N p _. 10.4 W RE E L-E R... R b, - -. -B A R_N S-T A O'L E S LOf tNt �' a`• i