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0102 PINE RIDGE ROAD
f I R t 1' y •r; t 1 { Z R TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel �/ Application Health Division Date Issued Conservation Division , ? ' - Application Fee Planning Dept. y Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis a Project Street Address /0� ���✓� /Q/�l _/�,� • _ Village_ C�� Owner Address Oi;V P Telephone Permit Request ��� ��/ � �� �`% � X-low 0'�00&'4 Square feet: 1 st floor: existing 0 proposed 127 2nd floor: existing 99aroposed _ 0 Total new 12 7 Zoning District 4/0 Flood Plain Groundwater Overlay Project Valuation 490010 construction Type / r /4e Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure �g'r�LS Historic House: J Yes XNo On Old King's Highway: ❑Yes ANo Basement Type: >(Full Crawl LII Walkout ❑ Other Basement Finished Area (sq.ft.) d Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ 21- new U Half: existing d9 new Number of Bedrooms: o s J existing 67 new — Total Room Count (not including baths): existing •7 new First Floor Room Count Heat Type and Fuel: )(Gas ❑ Oil ❑ Electric ❑ Other /-AQ l-% Central Air: ❑Yes A No Fireplaces: Existing New Existing wood/coal stove: Cl Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barns 0 existirg ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other' Zoning Board of Appeals Authorization ❑ Appeal # _ Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# NO Current Use Proposed Use 01 rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) -7, Name A001T r�'��ATb�Z/ vim, �✓C • Telephone Number �b Address �® ��lG 2 License # _6 f � � Loow 4! ®2_!,e AS Home Improvement Contractor# Worker's Compensation # S6-YuO -oa-7� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE_ _ DATE /���i F • i FOR OFFICIAL USE ONLY ,f APPLICATION# r -ATE ISSUED - f $ MAP/PARCEL NO. ,t k ADDRESS VILLAGE OWNER 1 4 � DATE OF INSPECTION: rG rj.t 1porr- FOUNDATION doh �- /! !l .�t-°,fit �o AK " - x. FRAME S ?�t �� .c o u W t INSULATION ��.If '"� ®IG a v !z��'++�1� ce1s �► w•�� o� FIREPLACE ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH FINAL . GAS: ROUGH FINAL FINAL BUILDING 1p DATE CLOSED OUT x ASSOCIATION PLAN NO.. i } The Commonwealth of Massachusevs, Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Buflders/Contractors/Blectricians/Plumbers A13plicant Information Please in Le 'bl Name (Business/Organization/lndividnal); /¢�( i/����� Address: City/State/Zip: �,57phone#: Are you an employer? Check the appropriate PP PriB�box: 1.Lm I am a employer with 4. I am a general contractor and IF7d project(required): ------------- employees(full and/or part-time).* have hired the sub-contractorsew construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. . modeling ship and have no employees These sub-contractors have working for me in any capacity, employees and have workers' emolition [No workers' comp. insurance comp.insurance,$ ilding addition 3,❑ required.] 5. Ej We are a corporation and its ectrical repairs or additions I am a homeowner doing all work officers have exercised their- . myself. [No workers' comp, right of exemption per MGL mbmg repairs or additions insurance required.]t c. 152, §1(4),and we have no of repairsemployees. [No workers' er --------------- comp, insurance required.] AJ3Y applicant that checks box#1 must also fM out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit Indic tContiactor that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities h such, employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation ins information. urance for my employees. Below is the policy and job site Insurance Company Name: 'C>d9/L/r V4-?� Policy#or Self-ins.Lic. Expiration Date: Job Site Address: Me/`W - City/State/Zi p 71�� � a� 3v� 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 f ne 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 er the pa' d penalties ofperjr y that the information provided above is.true and correct. Si afore: Phone Official use only. Do not write in this urea, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person• Phone#: I • v r-w CNAWORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6S59UB-027GM74-2-11 ) RENEWAL OF (6S59UB-0276M74-2-10) INSURER: CONTINENTAL CASUALTY COMPANY NCCI CO CODE: 80381 1. INSURED: PRODUCER: A I ENTERPRISES INC HORGAN INS AGCY PO BOX 2056 'PO BOX 250 COTUIT MA 02635 HYANNIS MA 02601 Insured Is A CORPORATION Other work places and identif!cation numbers are shown in the.schedule(s) attached. 2. The policy period is from 07-18-11 to 07-18-12 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE! Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A D. This policy Includes these endorsements and schedules: ON OF INFO PAGE 0 0 SEE LISTING OF ENDORSEMENTS - EXTENSI 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating 'Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 07-18-11 WC : ST ASSIGN: MA OFFICE: CNA 04J PRODUCER: HORGAN INS AGCY 28XBF 004102 Town of Barnstable Regulatory Services � w+xxares�, • MA Thomas F. Geiler,Director 039. A� ►�nx� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8' Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using;A Builder l as Owner of the subject property hereby authorize' ��� ?OAl�7f/ to act on my behalf, in all matters relative to work authorized by this building perrnit. (Address of Job) Pool fences and alarms are the responsibility of the applicant. , Pools pp . are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. 6 Signature f Owner ignature of Applicant 4 &LLe `- 77 Print Name Print Name Date Q YORMS:O WNERPERMISSIONPOOLS THE t Town of Barnstable Regulatory Services "* IARNSTAaLE, Thomas F.Geiler,Director y MASS. 163;�a•�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 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:forms:homeexempt h ASS. LOT 25 ASS. L 0 T " S71 `40�?0" 80. Op' I ASS. LOT 14 o io ASS. LOT 13 15'� 23 AT10 FO U w AS.5 LOT I o, o 9 136. 0 I� 1LIP S71 80. 00 ' . PINE -p0A FLOOD ZONE _C__ I'O�liVD 4 TION CE'RTIFIC 9 TION RL -- -- _ _ _ '�� ZONF PF TO07 COTUIT 4LE. 1 =�?0 /'L RED' =__--- 1 C'ERTIFY THAT THE A!?O VE }'AN"KEE SURVEY C0:r1' ` ---r\-. . S.i.....aw, FOUNDATION IS LOCH TED ON �LT.y:, THE GROUND AS SHOWN; AND PAUL P. O. BOX 26"D ITS POSITION A. UN L�'D IT 5, 408 US TR�' P,U: ;i CO V —�1 r----- ' MERrT iEW FORIW TO THE ZO.NI,NC LA W too. 3M � MARSIO:NS MILLS, —ET3A CK REQUIREMENTS OF °� �fc�sT�a�° ��' 1'TL. ' 428—005�- B3ARjVSTABLE g��` hAt lAMO�vQ FA,Y' 420-5553 JOB PA'LPL A. MERtTHETv o.9 TE 01.n, I L t REScheck Software Version 4.4.1 Compliance Certificate Project Title: Architectural Innovations Energy Code: 2009 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Project Type: Addition/Alteratlon Building Orientation: Bldg.faces 90 deg.from North Heating Degree Days: $137 Climate Zone: $ Construction Site: Owner/Agent: Wheelwright Residence Designer/Contractor: Pine Ridge Road ArchitecuraJ Innovations P.O.Bo 2056 Colony Insulation,Inc. x Cotuit,MA Cotuit, 02635 28 Jonathan Bourne Drive 50 tult M 02 Pocasset,MA 02559 508-563-6049 Compliance:18.2%Better Than Code The%Better or Worse Than code index reflects how close to compliance the house is based on code trade-offrules. it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. GrossPerimeter e it Area or R-.Value R_VaIU or fr•• Ceiling 1:Flat Ceiling or Scissor Truss Exemption:Framing cavity filled with insulation, Wall 1:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Window 1:Wood Frame:Double Pane with Low-E SHGC:0.5o 30 0.290 Orientation:Front 9 Door 1:Solid Orientation:Front 20 0.290 Wall 2:Wood Frame,16"o.c. 6 Exemption:Framing cavity tilled with insulation. ... Wall 3:Wood Frame, 16"o.c. Exemption:Framing cavity filled with insulation. --- Window 2:Wood Frame:Double Pane with Low-E SHGC:0.50 11 0.290 Orientation:Right Side 3 Floor t:All-Wood JOISUTruss:Over Unconditioned Space ___ Exemption:Framing cavity filled with insulation. ComP/iance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed tom 2009 IECC requirements in a REScheck Version 4A.1 and to co ply with the mandatory require din the REScheck sp tion Checklist. Name-T le tgn tur - Date I i I I I i Project Title:Architectural Innovations Data filename:C:\Documents and SettingMJUNE.colony\My Documents\REScheck\Archlnn-8-16-11-Wheelwright Res-Cot.rckPage i of 4 Report date:o8/16/11 ZOOF8 NOIJIVI11SNI AN0,100 LTT9t99905.YVd tE:9T TTOZ/9T/80 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss Exemption:Framing cavity filled with insulation. Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o,c. Exemption:Framing cavity filled with insulation. Comments: ❑Wall 2:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wail 3:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: Vanes—Frame Type Thermal Break? Yes—No Comments: ❑Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?_Yes`No Comments: Doors: ❑ Door 1:Solid,U-factor:0.290 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space Exemption:Framing cavity filled with insulation. Comments: Alr Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ 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 surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Project Title: Architectural Innovations Report date:08/16/11 Data filename:C:tDocuments and SettingslJUNE:colonyWly DocumentslRESchecklArchlnn-8-16-11-Wheelwright Res-Cot.rckPage 2 of 4 E00z NOI.LVIRSNI XN0'I00 LTT9695809 XVd bE:ST TTOZ/9T/80 Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside o air-repaired. ' repaired. permea ble insulation and breaks or joints in the air barrier are filled or (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is Installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are Insulated. (9)ShowerAub on exterior wall:insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified 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,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Q Building framing cavities are not used as supply ducts. . ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g,(500 Pa) All ducts and air handlers are located within conditioned space. Temperature Controls: [] At least one programmable thermostat Is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. 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 demonstrating compliance with 2009 iECC Commercial 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. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off t system is not in use. he circulating pump when the Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: i Project Title:Architectural innovations Data filename:C:\Documents and Settings\JUNE.colony\My Documents\REScheck\Archlnn-8-16-11-Wheelwright Res-CoRee ortage 3 of 4 port date:08/16/11 '� b0012 N011V'IIlSNI AN0100 LTT9V95805 XVd 5E:9T TTOZ/9T/90 [j Heated swimming pools have an on/off heater switch. • Pool heaters operating on natural gas or LPG have an electronic pilot light. • Timer switches on pool heaters and pumps are present. Exceptions; Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: 0 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 linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 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 to satisfy requirement V), Certificate: (] A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certifica of the circuit directory label,service disconnect label or other required labels. te does not cover lu obstruct the visibility NOTES TO FIELD:(Building Department Use Only) I I i Project Title:Architectural Innovations Report date:08/16/11 Data filename:C:IDocuments and Setting'UUNE.colonylMy DOcumentsIRESchecklArchlnn•8-16-11-Wheelwright Res-Cot. rck Page 4 of 4 9001in NOI,LV'I sNI AN0,100 LTT9V99809 YVJ 9£:ST TTOZ/91/80 1 .P �J( 2009 IECC Energy Efficiency Certificate Ceiling/Roof 0.00 Wall 0.00 Floor/Foundation 0.00 I✓/'),� Ductwork(unconditioned spaces): Glass& Door Rating � Window 0.29 0.50 Door 0. 9 NA Heating&Cooling Equipment Efficiency Heating System: l� Cooling System: Water Heater; OC Name: Date: Comments: 900 1M NOIIVIIISNI iNOI00 LTT9 MOS XVA 9C:ST TTOZ/9T/90 N3assachusetts - Department Of Pul)U.Safet� $ $oard 4 Building; Regulations and.St indiuds_, Construction Supervisor License License: CS 50457 Restricted.to: 00 PETER M POMETTI PO BOX 2056 COTU IT,M.A 01635 12 Expiration: 4/19/2*0 ('Irnnnissiuner Tr#: 21436 Qftice otbnsu°�»i�'it` rs fii�i, ess egu a i L�cense,or valid-for mdrvrdul use only HOME IMPROVEMENT CONTRACTOR befoCe.'the expiration date Iffound return to Registration 109606 Type+ S ' Office of Consumer Affairs and Business Regulation �. Expiration. 9/2172012 Private Corpak". 10 Park Plaza-Suite 5110 4 Boston;MA 02116 A ERPRISES 1'IVC� PETER P0METT1` - 140-LITTLE RIVERA COTUIT, MA 02635 '. Undersecretary Not valid without signaba.e J; 8th Edition Massachusetts Building Code M C*'E N ZI Mass. Version of the WFCM 110 MPH Exposure B Checklist ENGINEERING Summary of Construction Requirements ' CONSULTANTS structural civil•environmental Project: Architectural Innovations: Wheelwright Residence,Pine Ridge Road, Cotuit,MA. Address and topography compliant with requirements of Exposure B Terrain. Checklist has been satisfied. Standard framing connection requirements: Table 2 for WFCM manual(attached) Anchor Bolt Requirements: 5/8"bolts spaced 71"o/c in the addition with minimum embedment of 7"into the new concrete block foundation. Additionally, a bolt must be placed between 6"and 12"of each corner: All plates to be connected using 3"x3"xl/4" square plate washers. Floor Construction Requirements: n Sheathing to be nailed in accordance with Table 2 (8d nails, 6" spacing at the edges and 12 inch spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2 X 4, 16"on center unless noted otherwise on the contract documents. The double top plates on the exterior walls to have a minimum.splice length of 4 or 6 feet and splices to be nailed with 10/12—l6d nails in accordance with Table 6 in the WFCM 110/13 booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot on all elevations with 6"and 4"panel edge nailing requirements and 4- 16d nails per foot for elevations with 3"panel edge nailing requirements. For all door and window openings, multiple king studs are required. For openings up to 4 feet wide, 2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required. Refer to the design document for specific requirements. For shear and uplift connection of the sheathing,the sheathing is to be nailed as annotated on the design documents. In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed in accordance with Note 4 on'the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to at least 2 inches into the second floor box or to the top of the double top plate at the second floor. l (Note 4 Sheet attached). 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com Roof Framing Requirements: Rafter connection to the top plate requires Simpson H-10 or H-14 hurricane clips on every rafter. H-2.5A/H2.5T/H8/H2A clips can be used if blocking is installed between rafter bays at the plate(exterior face)to resist shear and lateral loads.)Note the H2.5 is not acceptable.) All clips to be install in accordance with Simpson requirements and those noted on the design documents. Collar ties are required within the upper third of the roof height on every rafter connection or use Simpson LSTA 18 straps on top of roof sheathing across ridge on every rafter nailed in accordance with Simpson Requirements Sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 6"on center in the field. Limitations and Contractor Responsibilities: The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing,and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection.The contractor must reference the Simpson Strong Tie C-2011 catalogue for all strap,hanger, and tie installation requirements and limitations as well as the contract documents as designed and annotated with beam sizes and orientations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Architectural Innovations, dated 4/8/2011 and was based on the floor plans, elevations, and sections provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance with the requirements of the wind design. 0"OF,ygss� o MARK A. CyGN cKE ZIE a L N M k A.Me e �Q . sT�R Pres., McKenzie nsultants,Inc. Atch: Checklist i .A WC Guide to Wood Construction in High. Wind Areus: .11©mph. Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1.)' Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)................................................................. ........................................:........110 mph ✓ WindExposure Category.................................................................. .............................................................B ✓ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) I stories <_2 stories ✓ RoofPitch ..........................................................................(Fig,2)........................................... <_12:12 7 MeanRoof Height ..............................................................(Fig 2)................................................. 1�5, ft 1533' ✓ BuildingWidth,W ..............................................................(Fig 3)................................................ to.sft <_80' ✓ BuildingLength, L ..............................................................(Fig 3).................................................1a_Sft 580' ✓ Building Aspect Ratio(L/W) ...............................................(Fig 4)......................1;19.:.I....=7..........125�I <-3:1 ✓ Nominal Height of Tallest Openingz ...................................(Fig 4)................................................to=Y'' <_6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)........................ � �Nr:v�.. ............................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..... ........................................................:............................................................... ✓ ConcreteMasonry .................................................................... ................................................................ 4A 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)............................................... 71 in. V_ Bolt Spacing from end/joint of plate ...........................:(Fig 5)..................................... q"+/-in. <6"-12" V _ Bolt Embedment-concrete..... ............... (Fig 5 7 in. >-7" ..... .( g )............................................... — �L Bolt Embedment-masonry........................................(Fig 5).. .......................... .............. A in. >_15 Plate Washer...............................................................(Fig 5)(6AW.�...3NN3"x!1�"A3fi......>3"x 3„x,✓4„ 3.1 FLOORS Floor framing member spans checked ..............................(per 780 CMR Chapter 55).................................... .� Maximum Floor Opening Dimension...................................(Fig 6).................................................._ft _12' 4 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)..............:..................................... o ft <_d ✓ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...............(Fig 8).................................................... o ft <d ✓ Floor Bracing at Endwalls.............:.......I..............................(Fig 9)...................................................... .......... 4� Floor Sheathing Type (per 780 CMR Chapter 55)...............!^!:S.P.:........... Floor Sheathing Thickness (per 780 CMR Chapter 55).......................a in. Floor Sheathing Fastening..................................................(Table 2)..._.� d nails at (G in edge/ rZ in field 4.1 WALLS Wall Height Loadbearing walls...:............................:.......................(Fig 10 and Table 5)...........................&2 ft <10' ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................aL-_t,1-ft <-20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... I to in. :524"o.c. Wall Story Offsets ........................................................(Figs 7&8)........................................... o ft <d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x'I - 8 ft 3 in. J .... able 5 ..............................2x lfi -�ft in. Non-Loadbearing walls.........:....:............................. R ) 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)............................................ W1 ft ?0.9W ✓ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays ✓ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... Z ft ✓ Splice Connection (no.of 16d common nails).............(Table 6)..........................................................� AWC Guide to Wood Construction in High. Wind Areas: L10 rnph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... 2. ✓ Non-Loadbearing Wall Connections Lateral(no.of 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)....................:............. 3 ft o in. !_11' ✓ Sill Plate Spans ........................................................(Table 9).................................. 2 ft Cl in. !_11' ✓ Full Height Studs (no.of studs)...................................(Table 9).................................:...................... Z ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... ......................................................(Table 9).................................. Z ft 9 in. :_12' ✓ Sill Plate Spans...........................................................(Table 9).................................. 2. ft 14 in. :_12" _T Full Height Studs(no.of studs)...................................(Table 9)........................................................ 2 V Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...............................................................................E_56'8" ✓ SheathingType.............................................(note 4)...................................................... 'lid �/ Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... 3 in. ✓ Field Nail Spacing.........................................(Table 10)................................................. t z in. I/ Shear Connection(no.of 16d common nails)(Table 10).....:.................................................. 4 ✓ Percent Full-Height Sheathing......................(Table 10).....................................................a& % ✓ 56/6 Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2 ........................................................ V-2 ll<_6'8" ✓ Sheathing Type.............................................(note 4).............................. ............... . Ilb wsV ✓ Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... la m: ✓ Field Nail Spacing.............:...........................(Table 11)................................................. lL in. ✓ Shear Connection(no.of 16d common nails)(Table 11) .. 3 ✓...................................................... _ Percent Full-Height Sheathing......................(Table 11).....................................................21 % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... _WAWall Cladding ' Ratedfor Wind Speed?............................................................. ...................................:............................ 5.1 ROOFS ✓ Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....................................................(Figure 19).............0*'ft :_smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= 20�,,;ff ✓ Lateral. ................... .................(Table 12).............................................L=ii P� hVj Shear...............................................(Table 12).............................................S= -n ptf y�, ✓ Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= lq'i pif V Gable Rake Outlooker .........................................(Figure 20).............o.z� ft !_smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors ......................... able 14 U=Ili? lb. ✓Uplift........:............:. (T )............................................ - Lateral(no.of 16d common nails)..(Table 14).......................................L= 11l< lb. // Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) .....bra .. ✓ Roof Sheathing Thickness........................................... ...............................kAMID.....71, in. >_7/16"WSP ✓ Roof Sheathing Fastening...........................................(Table 2).........Sd... IMM VA.0...VNV.�..b.:'.. .._ Notes: ✓1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. ✓ 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. . AWC Guide to Wood Construction in High. Wind Areas: 1.10 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)` ,4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii.' All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing: v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -W LNTHEEDGEFEMON FPYIMING VW8d NAILS ATV r_ 11 11 1 1 I I I V 1 w 1.1 i t 11 1 1 1 • 11 II 11 11 11 II 11 11 1 11 11 11 ,` I 11 11 11 O 1 - 1 1 1 1 1 V 1 11 1 l - tV 11 11 1 II Y 11 IF, 1 O if 1'1 I L /1 It H li 11 � II -0 11 It 1 ao M 1'I II 2 11 11 Z 1 4C I II 11 LU 1, 11 11 � fl li 1 1 1 r /t 11 11 1 II 3 11 11 � 1 II Q 11 it W 1 II II 11 1 �{1 IJ 1 I } 11 tl 11 I it 11 I j a' -a- ..jrr I)OUSM m1 te�E 1 NAIL.SPACING - J,11-1t PANEL � See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment t AWC Guide to Wood Construction in High Wind Areas: .110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2a.1)I Uj 1 1 , 1 'r 1; _ dUj 1 FRAMING MEMBERS EDGflITUMMEDIATE i 1 z / r {,�.�I , 1 ---- ---t---------- ---L- -- F -----'�- -1'^" STAGGERED 3"MCI ML PATTERN PANEL PANNEL EDGE DOUBLE NAIL EDGE SPACRIG DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment sessor's Office(1st floor) Map Lot Permit# Conservation Office(4th floor) lol 3 . .. Date Issued �- Board of Health(3rd floor)(8:30 9:30/4-2.00)_���j��/_�`'f C Engineering Dept.'(3rd floor) House#1 �%� 5.,..��•vr`S�1M to-�y�w�.�.� �jt' '+f•� C'1\ Planning Dept.(1st floor/School Admin. Bldg.) Defi ' ve Plan roved by Planning Board ,�/�/►- 19 S C S� ql�, TOWN OF°BARNST ITN'TITLw 5 r, �O ENTAL CODE AMID (j Building ermit Application L 'IN r a Proje , tre`et ess G 51 �//�f Rob Village Ownerz G'/ N'o C o tz Address -3 �.'EL �S% o= �/2. C u ,•.,iz, �� 'Telephone'�_�o I 33 Y 3 7 3 � Permit Request oV 4f. W AA ` � r M ' Total 1 Story Area(include 1 story garages&decks) square feet I , , Total 2 Story Area(total of 1st&2nd stories) 7® `1 s uare feel'-7 � /- �� y Estimated Project Cost $ s, " Zoning District MAP /8 PAPcet /V Flood Plain at r Protection I,,ot Size Grandfathered ? \1 F S Zoning Board of Appeals Authorization Recorded Current Use 1/,4 C. T Proposed Use J,,v G L 6 Construction Type to v 0 _1> Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure 1i/0 A t& Basement Type: Finished Historic House /A Unfinished Old King's Highway V/4- Number of Baths No.of Bedrooms Total Room Count(not including baths) 7 First Floor c f F#Aje b //6T Wil7E� Heat Type and Fuel CA S Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn ve None Sheds ��,°► Other N7 E Builder Information Name Q Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Oiq . .1 1Y1J BUILDING PER T DENIED FOR THE FOLLOWING REASON(S) 1 Y FOR.OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/•PARCELNO. ADDRESS VILLAGE 6 OWNER DATE OF INSPECTION: i r FOUNDATION FRAME INSULATION ' FIREPLACE T ELECTRICAL: ROUGH `FINAL PLUMBING: ROUGH 'FINAL " GAS: ROUGH ' 3 FINALJ; - _ � F FINAL BUILDINGWON DATE CLOSED OUT y ASSOCIATION PLAN NO. ; tf; TOWN OF BA: 1STABLE CERTIFICATE OF OCCUPANCY PARCEL ID 018 014 GEOBASE ID 484 ADDRESS '102 PINE RIDGE ROAD PHONE dotuit ZIP - LOT 41 & 42 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 14581 DESCRIPTION SINGLE FAMILY DWELLING PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCYCONTRACTORS I Department of Health, Safety ARCHITECTS: : and Environmental Services. ARCHITECTS: . I TOTAL FEES: OxTHE BOND $.00 J CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY sAiuvs�'Aai.>E, ' MASS. OWNER CORREDORA; LINO ED M ADDRESS 3 FIELDSIllE DRIVE BUILDING a INJ CUMBERLAND RI BY � � DATE ISSUED 04,/18/1996 ` EXPIRATION DATE r TOWN OF BARNSTABLE 4,BUILDING PERMIT q PARCEL ID 018 014 GEOBASE ID 484 ADDRESS 102 PINE RIDGE ROAD 'PHONE •Cotuit !ZIP _ LOT 41 & 42 BLOCK LOT SIZE DBA DEVELOPMENT '.DISTRICT CT PERMIT TYPE BUILD TITLE NEW SINNEWGLE FAMILY RESI RESIDENTIAL DWELLING gm ent of Health,?1aille,ty- CONTRACTORS: PROPERTY OWNER and Environmental Services i ARCHITECTS: TOTAL FEES: $153.36 BOND $.00 CONSTRUCTION COSTS $65,000.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE P MASS. ,... 039. OWNER CORREDORA, LINO p ADDRESS 3 FIELDSIDE DRIVE CUMBERLAND, RI BUIV G IVI DATE ISSUED 10/31/1995 EXPIRATION DATE B MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH).3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE., OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 o y�— 2 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 1 OTHER BOARD OF HEALTH y - 18- �6 WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF i WORK 15 NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. � hief Faul Frazier 3Y UjV8196 011 28AM Dim y' Cotuit Fire Department �OVJr Facsimile Transmission Phone (508) 428-2210 FAX (508) 428-0202 To: Town Of Barnstable, Building Dept. From: Chief Paul Frazier Date: April 18, 1996 Please be advised that 102 Pineridge Road has been inspected by this department and was found to be in compliance with the current requirements and regulations governing the installation of smoke detectors in single family dwellings. Please accept this document in lieu of signing the building permit as it was not available at the site at the time of inspection. Confidentiality Notice: This fax transmission may contain confidential information belonging to the sender which is legally privileged and which is intended only for the use of the individual or entity named above. Any copying, disclosure, distribution or dissemination of this information or the taking of any action based on the content of this communication is strictly prohibited. If you have received this transmission in error, please notify us immediately by telephone and return the original transmission to us by mail or delivery at our address above, the cost of which shall be paid by us. Thank you for your cooperation. ---a i Q ' I — ,L= 1 _ = Ef—D I I C--t I-L-."I 79 , �♦ �_ _ STARTER CAPE 24 x 36 3 BE.DIA'OOM 1 1/2 BATH - KITCHEN/FA!•tILY I:001.1 L1Vit• G ROOf1 DIIJIhJG '=LOLL PAcCMENT 10 D Et K ]"n i ST /o X /.Z DEC K T— .0 ci M ---/, — rT7I. . 6S' 0 ,0 L a V +o OD TT 00 EA DRY _LJiN/NG-• 12l`rh ' �c,•4tifiG Y ' O w f 36 ,1 2' L{'40 � t ;Z o�� 'NO lJ.c O,�oO,ci� • , �� t , • � ,/� xis- �� 3- = 6 , Iz , ' + 2 X 6 RAFTER , 1 X A DIAGONAL 2 X 6 CL'G.JST. BRACING ON nnnn (TYP SO'O,-AIL S)` _ \ I Iz ' ASPNAIT SHINGLES OVER ^' —... _........ IS—' T OVER Pl1 WO'. . 2 X 6 RAFTER 2X 6 JOISTS - - - STAIRS . r s BETONp .. 7. I. TREADS of IO'• -8' =� i Id i Spec,S Co - {i 2XL Fo0TiN6�eu✓LI.Y;aJ/-��1�2 Fii1:�/� lry.� �p 3� i,+,rfv(,.}T,>n/ WA�/j q"t6��L:•,. C. i Z /�'F.Gau�a4T.'.,� / N—fs'� C.i✓GI*6T� P/...e. �/ GL.1aPld�pti/� f:4:n/(j F/Io•vrl ,S.!.'e.(�LEj S;D'E�. 3 .2;e Gov e�Si I� 4r ` s�+t S���-E� i rL SoF#s4*r vE.117' i 3/'( TV G cD Y. N4 L 6CuE EGK��.J Cs ��� G t��. �xTfc/t:rat Do�/l-S &14 .f 2.r?ari+/� �o6fC1' 2x- q t- 8 8" WA-I-L- Srvbs 16 0 t . �f 2 iz.ws 6 F c,s, F,'as T �(L c Dx SF+c•�T�l i•.�`G wto.c.L A jb, a2eoK ff, ` 3 -�><1 n QvF'LT u� QE.4M I V, a , 3G 2 3'-8" ^PER T. 0.F, Fu J31Lco t�oc.tZ I h 1 o-.Jh I DI Fe v alb.4Ti o S 1 - � � G'•�� ��-�� (; cal j,.�;, �.�;, 6��� I � .o 3'h 2XZxj ['erertcTE F.o'tirV - 1— — 1 c , Fpo,+OAT{ ow PLAf.J Y `�tHEip�o� The Town of Barnstable SAE.MASS. Department of Health Safety and Environmental Services t67q. �0 RFD 39, s Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Y " Location ���- c %j Permit Number t 3 2 t Owner Build er-z. ' ---1 , One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: �t �f ��N (�- r r I1 Please call: 508-790-6227 for reeinspection. Inspected by � � V V Date 2 ASS. LOT 25 ASS. LOT 24 S71 40�?0'EE • 80. 00, 1 ASS. LOT 14 �w o o o o � o I� ti ASS. LOT 13 �s N o DATIO w ASS. LOT 15 o Fo UN o 2.31 17 9' 136. 0 1 � S71 40 2?OT 80. 00' - INE ]?ID(;E 11T0A FLOOD ZONE "c"_ FO UNDA TION CERTIFICATION RES ZONE.. "RF" TO WN.-COTUIT SCALE.-1 "=20' PL.REF. 19 143 ELEV NIA I CERTIFY THAT THE ABOVE YANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON �ZN or P. 0. BOX 265 THE GROUND AS SHOWN, AND UNIT 5, 40B INDUSTRY ROAD IT'S POSITIOJV ODE-__-__ P ` V, CONFORM TO THE ZONING LAW MERITHE�' = MARSTONS MILLS, MASS. 02648 SETBACK REQUIREMENTS OF 90 +�o• 32� o TEL: 428-0055 BARNSTABLE _ ,q'fGISTERca J@��. FAX 420-5553 J� I LA��S ✓oB 50833FND PA UL A. MERITHEW DATE 1112 195 NUMBER _ r• ' The Conrimt'iz rtltlf of Alassachusetty De partnunt of Industrial Accidents office ol/oi S1192110tts _':';.#': 600 11 ashin�►ton Street Boston,Muss. 02111 ,. Workers' Compensation Insurance Affidavit A[Zplicani fninformation: -""�' Please PRINT 1't��,y""�'"�`�`� .. ..._._ �._���� •. name: 1�`� O (fOR l2 6-D4)/2 14 location: /Pi IyC Ile r° ' G 1,01! Ilea 1-1 D city o 7y I Phone# ya 3 3 V33 3 el am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity : ....e7T+'..aRrs.�- ,isc^rr'�' .-r^., .0:7.,.!!•±L9":•r7i5rsc'4�>:'as�9r¢s�° ., .,++'snr,. _ ie�w,eT+ _ 'R';„.s� .s+a +,wnv►�.-•+-�y!.+.ao.c�r k.....r�...»._..:... � �.....:ss�uau5.l�abn:Ya.t.•ns'u.+e'r►r��"'.:�'A�-n....i%ef•.:.,.., .-..,r��iy'P +►tJ tiA• .�.:,�..'.�:.<,..A._...`- .: tom. ... --.zip 1 am an employer providing workers' compensation for my employees working on this job. company name: address: city: phone#• insurance co. policy# .?:... .. �...,...r.- s ;......p.,,..,. '3� ^.>'w'��.."!; ,, ., ra*�mvw+waww.u-q^sm — — '-...+w•r�.wr+.�,. .•.,nw.•.,,.,.,.... I am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name: address: city: phone#• insurance co. Policy# �_. ..6 .� .,�,....._._.. w,m.F[,�-•;•;,.:.�.os a-^s!sr;^... �,yH�r�.� ...�...'o'+rm'f7^24se':�—?+� L 'TC•.`!wi.S�°4�4"e.�Kt,^t4'!!="�. 9"�'"'. "?c3' ..�.�..a`........:S�,. ...�._.. "+i L-_ .►]l'�iiS^rY�J...._.� .��..� �`.�:'"'F!T�ft�-�" C�i�►Y��>,. .yy company name: address city: phone#• insurance co. policy# Atiach additiooal'she'et if rieiessary'__— 'r'r' -��.3 �F�Y M" A a""if��^^'.�. •", ;,.�. .__._...._.»......__r......_."�:aatrs.l:.. .a�sasa+m'vi• �e oir .......... '•�± �.iv<p!-::ti cn`i[isLi. Failure to secure coverage as required under Section 25A of 111GL 152 can lead to the imposition of criminal penalties of•a fine up to$1.500.00 and/or one years'imprisonment as swell as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. 1 understand that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do hereto•certifi ui • the pains and talties of perjutl•that the information provided above is true and correct. Signature Date D�>/ 0� Print name r O �0�� �� J Phone# 7 dl 3 3 y� 3 3 7_1_7 se only do not write in this area to be completed by cih or toNn officialown: permit/license# nBuilding Department ❑Licensing Board❑ce if immediate response is required ❑Selectmen's Office ❑I1calth Ucpartment ' contact person: phone#; nOthcr 3c ..�.... . �.tR�'.T,!'1w^.'.pr. '.e.. •,;.". Ire"sed 3195 PIA) . TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB' LOCATION R Z�) C Gnu T 'Number Street address Section of town "HOMEOWNER" ,/i'N.� C a i2 r o/Z,4 you 3 7 Y3 3 3 Name Home phone Work phone PRESENT MAILING ADDRESS 3 ic4F L 6 s:"3 /3 Q i v E ity .town State Zip code, The current exemption for "homeowners" was extended to include owner-occupi, dwellings of six units or less and io- Allow such homeowners to engage an in, dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(sj who owns a parcel of land on which he/she resides or intends to r side, on which there is, or is intended to be, a one to six family dwelling attached or detached structures accessory to such use and/or farm structure A person who constructs more than one home in a two-year period shall not b considered a homeowner. Such "homeowner"• shall submit to the Building Offi on a form acceptable to the Building Official, that he/she shall be respons for all such work performed under the building permit. (Section 109.1.1) The undersigned "homeowner" assumes responsibility for compliance with the Building. Code •aad other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requiremen and that he/she will comply 'th said procedures and requirements. HOMEOWNER'S SIGNATURE ��-�---- APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35,000 cubic feet, or larger, will be requires to comply with State Building Code Section 127.0, Construction Control. HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing work for whic* -a-bnildir permit is required shall be exempt from the provisions of this section (Section 109. 1.1 - Licensing of Construction Supervisors) ; provided that Home Owner engages a persons) for hire to do such work, that such Home C shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assumiz the responsibilities of a .supervisor (see Appendix Q, Rules and Regulatic for .licensing Construction* Supervisors, Section 2.15) . This lack of awar often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Hoard cannot proceed against the inlicensed person as it .would with licensed Supervisor. . The Home "bWner, a as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware, of his/her responsibilities, communities require, as part of the permit application, that the Home Owns certify that he/she understands the responsibilities of a supervisor. On last page of this issue is a form currently used by several 'towns. You mz care to amend and adopt such a :. form/certification for use in your communis r . WILHINS.AND DEYOUNG ATTORNEYS AT LAW 258 WINTER STREET HYANNIS,MASSACHUSETI S 02601 t. (508)771.4210 PARTNERS: FAX(508)790-4668 WILLIAM J.BEARD OF COUNSEL: STEVEN S.DEYOUNG BARRON&STADFELf PAUL E.MAYER October 4, 1995 FRANCIS E.SCHEELE RUSSELL N.WILKINS Mr. Christopher McGavin 21 Captain S Forbush Road Westborough, MA 01581 Re: Zoning opinion re: Lots 41 and 42 Pine Ridge Road Cotuit, MA Our File. No. 10311. 095 Dear. Mr...--..McGavin: -- You have asked me to render an opinion to you as to whether the lots you own in Cotuit, known as Lots 41 and 42 , Pine Ridge Road, Cotuit, Barnstable County, Massachusetts constitute a "buildable lot" . I have researched the title to the subject lots at the Barnstable County Registry of Deeds and have found the following ° instruments of record. By deed dated October 28, 1913 , William C. Gifford and Mary A. Gifford conveyed Lots 41 and 42 to Ida Dyer, that deed having been recorded with Barnstable County Registry of Deeds in Book 330, Page 562 . The deed recites that each lot contains 4 , 000 square feet, more or less. I have enclosed a copy of the deed for your reference. It is my understanding that William C. Gifford was the original developer of the subdivision out of which Lots 41 and 42 were conveyed to • Ida Dyer. In other chains of title concerning lots in this subdivision I have seen references made to the "William C. Gifford Development off the west side of Main Street in the Village of Cotuit" . I found no documents of record relative to Ida Dyer at the Registry, of 'Deeds subsequent to the 1913 deed to her other than the Instrument of Taking for non-payment of real estate taxes dated March 10, 1972 and recorded with Barnstable County Registry of Deeds in Book 1714, Page 002 , Notice to Foreclose tax lien recorded December 23 , 1974 with said Registry Book 2133 , Page 048, Land Court Final Decree in Tax Lien Case, Town of Barnstable v. Ida Dyer, dated August 31, 1972 and recorded with said Registry May 14, 1980 in..-Book 3096, Page 285. Christopher McGavin October 4, . 1995 Page 2 • Y •n The Town of Barnstable conveyed title to Lots 41 and 42 to Christopher P. McGavin and Joann P. McGavin by deed dated October 29, 1982 and recorded with said Registry in Book 3602 , Page 082 . As of the date of this letter title to Lots 41 and 42 resides in Christopher P. McGavin and Joann P. McGavin. It is my understanding that subject lots are located in an 'RD' zone and that in 1961 the minimum lot size in an 'RD' zone was 20, 000 square feet with 100' minimum frontage. Since then, the minimum lot size has increased to one (1) acre. General Laws Chapter 40A, Section 6, "Prior Nonconforming Uses", however, provides: "Any increase in area, frontage, width, yard, or depth requirements of a zoning ordinance or by-law shall not apply to a lot for single and two-family residential use which at the time of recording or endorsement, whichever occurs sooner was not held in common ownership with any adjoining land, conformed to the then existing requirements and had less than the proposed requirement but at least five thousand square feet of area and fifty feet of frontage" . An issue for consideration is what constitutes "a lot" for purposes of GLC 40A, Section 6. The Town of Barnstable zoning ordinance defines a "lot" as: " (a) single area of land in one ownership defined by metes and bounds or boundary lines, no portion of which is bisected by a street. " Under Massachusetts case law it has been established that " (t)he usual construction of the word ' lot' in a zoning context ignores the manner in which the components of a total given area have been assembled and concentrates instead on the question whether the sum of the components meets the requirements of the by-law. " Becket v. Building Inspector of Marblehead, 6 Mass. App. Ct. 96, 104 , 373 N.E. 2d 1195, 1199, further appellate review denied, 375 Mass. 788 (1978) . In that case the Marblehead zoning by-law defined "lot" as an "area of land defined by metes, bounds, or boundary lines in a duly recorded deed or shown on a duly recorded plan. " In another case the Appeals Court held that adjoining parcels of land, though acquired in separate transactions by the landowner, could be combined to meet dimensional requirements of the zoning by-law where the by-law defined a lot as a "continuous parcel of land meeting the lot requirement of the by-law for the district in which the land is situated. . . " . Heald v. Zoning Board of Appeals of Greenfield, 7 Mass. App. Ct. 286, 387 N.E. 2d 170, further appellate review denied, 378 Mass. 799 (1979) . The Appeals Court in that case summarized the case law on "assembly of parcels" as follows: l` , o- Christopher McGavin October 4, 1995 Page 3 "In the absence of specific zoning code provisions defining a 'lot' in terms of sources of title or assessor',s plans, the Supreme Judicial Court has consistently held that adjoining parcels may, and indeed, in certain instances, must be considered one lot for zoning purposes. . . Changing patterns of land use frequently require land assembly and realignment of historic lot lines. . . It would be a peculiarly restrictive zoning code which tied owners to descriptions of record. " Id. 289-90, 387 NE 2d at 173. Another case which confirms the principle that parcels may be assembled to meet zoning requirements is Vassalotti v. Board of Appeals of Sudbury, 348 Mass. 658 , 204 N.E. 2d 924 (1965) . In that case it appeared that prior to the adoption of a zoning by-law .a subdivision plan showing many lots was recorded at the registry of deeds and three of the lots, contiguous and each having an area about 2 , 500 square feet and a street frontage of about 25 feet, were conveyed by a single deed, the subsequent grantee of the three lots was entitled as a right to erect one dwelling on the three lots treated as a single lot, under the exemption in the zoning by- law and under the old G.L.C. 40A, Section 5A, even though the town's zoning by-law required a minimum area of 40, 000 square feet and a minimum street frontage .of 180 feet in the district in which the three lots were situated. While the manner in which parcels are assessed is not controlling in determining what constitutes a lot, • assessment practices may serve as "some indication of the status of the property" . Lindsay v. Board of Appeals of Milton, 362 Mass. 126, 131 n. 6, 284 N. E. 2d 595, 598 n. 6 (1972) . In that case the Court cited the fact that the property had been assessed as one lot, not two, which probably bolstered plaintiffs' interpretation of the zoning by-law. The following analysis applies the principles set forth in the aforementioned cases to lots 41 and 42 . The "Dyer lots" , i.e. Lots 41 and 42, can be assembled as one (1) lot which predates zoning and meets the minimum lot size requirements of General Laws Chapter 40A, Section 6. Barnstable Assessors Map 37, Parcel 14 shows lots 41 and 42 merged as one lot. Ida Dyer did not own of record any lots abutting lots 41 and 42 since the deed to her in 1913 and you and your wife have not owned .any lots abutting lots 41 and 42 since you acquired title in 1982 ._ I_� Christopher McGavin October 4, 1995 Page 4 " It is my-opinion based on the foregoing research and analysis that lots 41 and 42 are properly "grandfathered" because assembled together the lots contain at least 5, 000 square feet of area and at least 50 feet of frontage and therefore constitute one building lot. This opinion is limited to zoning matters only. No opinion is given herein as to whether or not the subject parcel of land would support a . "Title V Septic System" as that is an engineering and Board of Health concern. The Town of Barnstable Building Commissioner, Ralph Crossen, is that official who is invested with the power and authority to issue a Building Permit and he is the chief zoning enforcement officer in the Town of Barnstable. This zoning opinion notwithstanding, no house can be built on the sub 'ect lots until ntil and unless a building permit is obtained and acted on in a timcVly manner. Please call me if you wish to discuss this matter further. Very truly your , WILLI BEARD, ESQ. WJB/kld encl. r Cft�i -rAJ WrLKiws AND DEYouNG ATmRNEYs AT LAw 258 WINTER STREET HYANNIS, MASSACHUSETIS 02601 (508)771-4210 FAX(508)790-4668 PARTNERS: OF COUNSEL: WILLI J.BEARD BARRON&STADFELD PAULSTEV E. MAYER E N S. S.DEYOUNG October 4, 1995 FRANCIS E.SCHEELE AUL RUSSELL N.WILKINS Mr. Christopher McGavin 21 Captain S Forbush Road Westborough, MA 01581 Re: zoning Opinion re: Lots 41 and 42 P iri6 Ridg6-9oad-_ Cotuit-MA Our File No.. 103z' . 095 Dear Mr. McGavin: You have asked me to render an opinion to you as to whether the lots you own in Cotuit, known as Lots 41 and 42, Pine Ridge Road, Cotuit, Barnstable County, Massachusetts constittte a "buildable lot" . I have researched the title to the subject lots at the Barnstable County Registry of. Deeds and have found the following instruments of record. By deed dated October 28, 1913, William C. Cy ff Vlr^ d and Mary A. Gifford conveyed Lots 41 and 42 to Ida Dyer, 1 L that deed having been recorded with Barnstable County Registry of Deeds in Book 330, Page 562 . The deed recites that each lot contains 4 , 000 square feet, more or less. I have enclosed a copy of the deed for your reference. It is my understanding that William C. Gifford was the original developer of the subdivision out of which Lots 41 and 42 were conveyed to Ida Dyer. In other chains of title concerning lots in this subdivision I have seen references made to the "William C. Gifford Development off the west side of Main Street in the Village of Cotuit" . I found no documents of record relative to Ida Dyer at the Registry of Deeds subsequent to the 1913 deed to her other than the Instrument of Taking for non-payment of real estate taxes dated March 10, 1972 and recorded with Barnstable County Registry of Deeds in Book 1714 , Page 002 , Notice to Foreclose tax lien recorded f December 23 , 1974 with said Registry Book 2133 , Page 048, Land I Court Final Decree in Tax Lien Case, Town of Barnstable v. Ida . Dyer, dated August 31, 1972 and recorded with said Registry May 14, 1980 in Book 3096, Page 285. � 1 t TOWN OF BARNSTABLE, MASSAOHUSE ' ASSESSORS MAPS,, so12 MsJ Gp \ 41 � . .36A .3bAG c 25 26 .27AC 1.19 AC 1 C } SS AC 9 S 13 14 1 E �♦ 240 .284C ! 2 lSAC .. . P\OG N E l00 100 .- \ - L EO � 181 � 12 so .. 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NICkE95oN 4909AC Y 102 0 o� as 100 R040 i 87AC 1 10 40.2 40-I p1 a 46 so7e 1l .SIAC .SIAC NI a: INv ,ISAC. $ 00 .24 AC ASAC 79 •I " I w 45 3 0 Id y dv 06AC _ JV , I •14 AG a H O 49 AC L__Lp 8 O Ip5 ¢ ..86AC $ -Lp J 1.24A , 1 Zoo C s I eeo STREET IOp .i .96 AC .A -0 81 1 2 8 zeI .60 AC 76 y jt Loo sa I L1 ''l DO AC 99 Ij# v zxn ' 1.00n� 82 NICKERSON ess .66 AC .` .97AC ry I G � W 9e 92 I i, 1•14•A < n 93 .21 AC o » .36 9. ..v0 C15 _ .344C ,a m C-S W /314C.S N y t OOP a 74 a ' { a 9vP5.^� 88 .tl 1.104C ro A ! 13 .12AC ' .0 f15-1 I1 {jf y 1 /57 y0.�yM� •21nt .... y i i� /78 Ly 1 .,a0l To As AI 73 1'I L CIRCLE _ o .46 AC .9B 4C it /so I m .6�C 91 n¢ N s 89-2. - -I 21AC 2 CC .32•+c .1 2 I :1 6 `b 109 MAC a ,'II131 327 /7004C O(96 ri R _ 10 9(O-2G 1 , 35`•PINE-_ 2 I J3AC 71'2. 7h1 i0 i� N I.00A O 9b" A(. ------•-'O �-_��T•`.``0 Oss .4 r .2enc .854C t y Christopher McGavin October 4, 1995 Page 2 The Town of Barnstable conveyed title to Lots 41 and 42 to Christopher P. McGavin and Joann P. McGavin by deed dated October 29, 1982 and recorded with said Registry in Book 3602, 'Page 082 . As of the date of this letter title to Lots 41 and` 42 rdsides-in Christopher P. McGavin and Joann P.-McGavin. It is my understanding that subject lots are located in an 'RD' zone and that in 1961 the minimum lot size in an 'RD' zone was 20, 000 square feet with 100' minimum frontage. Since then, the minimum lot size has increased to one (1) acre. General Laws Chapter 40A, Section 6, "Prior Nonconforming Uses" , however, provides: "Any increase in area, frontage, width, yard, or depth requirements of a zoning ordinance or by-law shall not apply to a lot for single and two-family residential use which. at the time of recording or endorsement, whichever occurs sooner was not held in common ownership with any adjoining land, conformed to the then existing requirements and had less than the proposed requirement but at least five thousand square feet of area and fifty feet of frontage". An issue for consideration is what constitutes "a lot" for purposes of GLC 40A, Section 6. The Town of Barnstable zoning ordinance defines a "lot" as: " (a) single area of land in one ownership defined by metes. and bounds or boundary lines, no portion of which is bisected by a street. " Under Massachusetts case' law it has been established that " (t)he usual construction of the word 'lot' in a zoning context ignores the manner in 'which the components of a total given area have been assembled and concentrates instead on the question whether the sum of the components meets the requirements of the by-law. " Becket v. Building Inspector of Marblehead, 6 Mass. App. Ct. 96, 104, 373 N.E. 2d 1195, 1199, further appellate review denied, 375 Mass. 788 (1978) . In that .case the Marblehead zoning by-law defined "lot" as an "area of land defined by metes, bounds, or boundary lines in a duly recorded deed or shown on a duly recorded plan. " In another case the Appeals Court held that adjoining parcels of land, though acquired in separate transactions by the landowner, could be combined to meet dimensional requirements of the zoning by-law where the by-law defined a lot as a "continuous parcel of land meeting the lot requirement of the by-law for the district in which the land is situated. . . " . Heald v. Zoning Board of Appeals of Greenfield, 7 Mass. App. Ct. 286, 387 N.E. 2d 170, further appellate review denied, 378 Mass. 799 (1979) . The Appeals Court in that case summarized the case law on "assembly of parcels" as follows: e Christopher McGavin October 4, 1995 Page 3 "In the absence of specific zoning code provisions defining a 'lot' in terms of sources of title or assessor's plans, the Supreme Judicial Court has consistently held that adjoining parcels may, and indeed, in certain instances, must be considered one lot for zoning purposes. . . Changing patterns of land use frequently require land assembly and realignment of historic lot lines. . . It would be a peculiarly restrictive zoning code which tied owners to descriptions of record. " Id. 289-90, 387 NE 2d at 173 . Another case which confirms the principle that parcels may be assembled to meet zoning requirements is Vassalotti v. Board of Appeals of Sudbury, 348 Mass. 658, 204 N.E. 2d 924 (1965) . In that case it appeared that prior to the adoption of a zoning by-law a subdivision plan showing many lots was recorded at the registry of deeds and three of the lots, contiguous and each having an area about 2, 500 square feet and a street frontage of about 25 feet, were conveyed by a single deed, the subsequent grantee of the three lots was entitled as a right to erect one dwelling on the three lots treated as a single lot, under the exemption in the zoning by- law and under the old G.L.C. 40A, Section 5A, even though the town's zoning by-law required a minimum area of 40, 000 square feet and a minimum street frontage of 180 feet in the district in which the three lots were situated. While the manner in which. parcels are assessed is not controlling in determining what constitutes a lot, assessment practices may serve as "some indication of the status of the property" . Lindsay v. Board of Appeals of Milton, 362 Mass. 126, 131 n. 6, 284 N.E. 2d 595, 598 n. 6 (1972) . In that case the Court cited the fact that the property had been assessed as one lot, not two, which probably bolstered plaintiffs' interpretation of the zoning by-law. The following analysis applies the principles set forth in the aforementioned cases to lots 41 and 42 . The "Dyer lots" ,. i.e. Lots 41 and 42 , can be assembled as one (1) lot which predates zoning and meets the minimum lot size requirements of General Laws Chapter 40A, Section 6. Barnstable Assessors Map 37 , Parcel 14 shows lots 41 and 42 merged as one lot. Ida Dyer - did not own of record any lots abutting lots 41 and 42 since the deed to her in 1913 and you and your wife have not owned any lots abutting lots 41 and 42 since you acquired title in 1982 . i Christopher McGavin October 4, 1995 Page 4 It is my opinion based on the foregoing research and analysis that lots 41 and 42 are properly "grandfathered" because assembled together the lots g contain at least 5, 000• square feet of area and at least 50 feet of frontage and therefore constitute one building lot. This opinion is limited to zoning matters only. No opinion is given herein as to .whether or not the subject parcel�� J p 1 of land would support a Title V Septic System" as that is an engineering and Board of Health concern. The Town of Barnstable Building Commissioner, Ralph Crossen, is that official who is invested with the power and authority to issue a Building Permit and he is the chief zoning enforcement officer in the Town of Barnstable. This zoning opinion notwithstanding, no house can be built on the subject lots until and unless a building permit is obtained and acted on in a timely manner. Please call me if you wish to discuss this matter further. Very truly your WILLI J. BEARD, ESQ. WJB/kld encl. 1i L " 140 UNION STREET TELEPHONE LYNN, MA 592-5485 01901-1360 592-5486 JAMES E. COPPOLA ATTORNEY AND COUNSELLOR•AT-LAW JAMES E. COPPOLA, JR. December 2, 1982 Mr. and Mrs. Christopher P. McGavin 7 Bruce Street Grafton, MA 01519 Dear Mr. and Mrs. McGavin: Enclosed herewith is a deed from the Town of Barnstable to you covering Lot 14 on Assessors' Map 18. The deed was recorded with the Barnstable County Registry of Deeds on November 10, 1982, in Book 3602, Page 82. Very truly yours, i JEC:mh Enclosure cc: Board of Selectmen BO(9 MPAGE 082. 32764 The Town of Barnstable, a muni.ci,pal corporation duly organized and, existing by law in the County of Barnstable and Commonwealth of Massachusetts, for consideration of seven thousand ($7,000.00) dollars paid, grants to Christiipher P. PicGavin an Joaiiri P. D1cGavin, husband and wife., as tenants by the' entirety, both of 7 Bruce Street, GraftIt,.Massachusetts 01519, 'with QUITCLAIW COVENANTS, all its right, title and interest, if any, in "and to the fol'Iowing`descr.ibed land in s''ad Barnstable; Land in said Barnstable, being Lots 41 and 42 Pine Ridge: Road.,;Cotuit, described in Barns. Deeds, 330, .P. 562.. Lot 14 on Assessors' Map 18. 't'p.x -OFor.,'title se& Book4� 714,`rPa e✓2:,'and''Land''Cqurt ' Case.No. .50059 T. L. and proceedings the reunder:--� For Selectmen's Authority see vote under:;Artitle,84' of the annual town meeting of March 2, 1954, a copy of which has been recorded this day.. Said public auction was held on September 4,, 1982. - 04 The grantees hereof have paid, in,addition to the purchase price, the sum required by G. L. c s44, s:'6'3A,"'to berpaid in lieu of current taxes. ` IN WITNESS WHEREOF;'the Town 'of. Barnstable has caused its corporate seal to be affixed hereto and these presents to be executed for and in its behalf by John C. Klimm, Martin J. Flynn afid'Jeffrey D. Wilson, being i its Board of. Selectmen; hereunto` dul` authorized this twenty-ninth'da` of • Y ,Y tr October, A. D. 1982. TOWN OF BARNSTABLE I B y�John Kli.mm Mart n J. I ynn @ ey D. Wilson �` ( lrl }fir .er t r } lito-�' ti jj I ( :fl COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. October 29, 1982 Then personally appeared the above-named John C..Klimm, Martin J. Flynn and Jeffrey D. 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EXIST.FIRST FLOOR • - MUDROOM FIRST FLOOD - FIRST FLOOR DECK FLOOR: . `.. - - 44A44444------- `\' ,. \ -� .� (ALIGNW/EXISTING) .: I 4X4 P05T W/I X CLAD _�/ W.G.SHINGLES @ EXPOSURE'� `II\ - -CLAPBOARD SIDING /ADDITIONS EXISTING HOUSE TO MATCH EXISTING 12'_G" 4'-0` MAHOGANY WOOD DECKIIJG TO MATCH FX15TING ' P.T.WOOD DECK FRAME - - AND STEP - PROPOSED PROPOSED LEFT` SIDE ELEVATION FRONT ELEVATION cn Ln w CID .,ANDERSEN WINDOW&EXTERIOR DOOR SCHEDULE KEY ROUGH OPENING W X H ITEM# STYLE NOTES RAKE TRIM LE MATCH,@FX EXISTING - - ® - QA - ENTRY DOOR - SEE OWNER - W.C.SHINGLES @ EXP05UP.E �\ - TO MATCH EXISTING r OB 4 DOUBLE HUNG WINDOW MATCH EXISTING VERIFY - - - .. Tov PLATE. © SCREEN DOOR — — ROOF 5MI14GLE5 Q TO MATCH-1-ITING - Q. N SOFFIT DETAI L5 _ n ` - b I� •,. ` TO MATCH EXISTING (` SECOND FLOOR TOP PLATE - - PLATE HT. MUDROOM f TOP PLATE \ _ - - _ - _ - V CORNER BOARDS' O o O TO MATCH EXIST. + C U) W.G.SHINGLES @ EXPOSURE i\I 0 Q Z N N �II m TO MATCH EXISTING' 0 3 P.T.4X4 FRAME NEW P T.OUTDOOR SHOWER `D W V_' _ EY o F FIRST FLOOR Q EXIST.FIRST FLOO.4�� Z�— MUDROOM FIRST FLOOR' Q DECK FLOOR I' __ J C •(ALIGN W/EXISTING) — —` U3 it \ NEW SCREENED PORCH NEW ADDITIONS OF ^n .• Z J O IT WOOD DEC -�UV9 F . W/IX4 MAM L jiA€2K A: c�Gv, L 'o n J w . EXISTING HOUSE McKENZ�E d H. �Vi NZ G N PROPOSED DATE: 06/10/2011 REAR ELEVATION IQ ALE: AS NOTED 1/4"=1,-0„ �� GIST ✓_l j cS�S/ �1G / DRAWING#: 01J711 1 - 22 LINE OF EX15TING DECK - (n rn Z ob 14'0° 18'-1 1/2" N N I- . G I/2" 3 112" 3 I/2" I/2" 6 2" mm Q Z m LINE Of SCREEN PORCH ABOVE EQUAL EQUAL I "I EQUAL _ N N N 10'DIA.TUBE ON 16'DIA.BASE O'DIA.TUBE ON 16'DIA,BATE / FLUSH(2)2X10'S P.T. / \ APPROX.LOCATION - Z F�- APPROX.LOCATION - Sl 1 S1 OF SEPTICTANK, S7 _ ry - S1 OF SEPTIC 7ANK o <¢ O S2 A2, F F 2 r____-___� S2 A2 m 2 r—_______, p 1 2 I N a PROPOSED N I /1'1 A 2 N I =p N I p SCREEN PORCH EQUAL EQUf L 1 / EQUAL 3 m nj m 1' 1 F X _.6'-0 ' 4-103/4' (ABOVE) --__ L _____-_J - I W o m 10'DIA.TUBE ON 24'DIA.BASE r STEP ABOVE , r PROPOSED STEP �l F'R a . QOPOI _ 1 (2)2X8'S .. v - - .,I V m (2)2x85 l ' / }t5I 16'Q m. SCREEN PORCH m D a. I'2-DIA,TUBE 12'DIA:TUBE Rp N N _ (V PROP. N \ 2X 10 P.T.DECK JOISTS (V Nh © r• PROP05ED Q m— N - . DECK p o PROPOSED x 0 m '.N. DECK/PATIOI PRO OSED u.o . (ABOVE) O SHO R �e ' _;t{. s ,DECK ANDSTEP- 2a :n (ABOVE). 2�`\ 62'k45°TMBIP m I .' ..�:. .. ,.... 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ABU/ABE OR EQ.POST BASE - W/HU26-2/nUC26-2 W/MASONRY HARDWARE - - EXISTING - ' FAMILY ROOM ' EXISTING 32 uP uP LIVING ROOM - - .. .. Off. - - L -. 'iu PROPOSED 'FOUNDATION PLAN rn z EXISTING HO BEYOND REQUIRED PANEL EDGE.NAI UNG - PROPOSED - z as'RIDGE F- L O O R P L A N - _ COLLAR TIES @ I G'D.C. k — 12 REQUIRED PANEL FIELD NAILING 0 . 2Xa RAFTERS @ I G'-OZ. - 1/4"_-P-0'" 1/2'CDX PLTWOOD SHEATH ING - - ® Q Q - Y _ ROOF'SHINGLES TO MATCH EXISTING - 12 .-- Q � 0 G JOISTS"16'O.C. SOFFIT DT15. H 2.5A CC IS•••IACH RAFT ER O HEADER 12 ~ MATCH E%I5TING \\ - 'V;G - . (VERIFY SIZES) \ - TOP ELATE' � - TOP PLATE Y VV ' � ~� 0 CONTINUOUS(3)2X 12 HDR I - - 115 FRIEZE ED: _ _ V L I��1 II o1 1�rrn�1 4X4 P.T.PORCH FRAME 4 _ d - 2X4 UT.WALLS IL_JII - - - ti �I 1 IT 7 T TI 1. � � - � �. � ¢. I 1 JII d iYl aS 3 MUD ROOM i II-1-HI i 4X4 P.T POSTS W/I TRIM O Q SCREENS I Iy d .. o S ®_ -Il�r-`may-,__ F=_ � .ui O_ -t El 2x8 P.T ECK JOTS @ 6'O.C. T ,e_ O N 1%4 MAHOGANY DECKING -- HR5T FLOOR. FIRST FLOOR 1 IX4 OGAM"DE NG _ _ - \�OF M_d'Un _ - LL DECK FLOOR 2x8 FLOOR JOISTS @ I G.O.C. _ W K O •. - -2x10P.T.DECKJ015T5.@ IG.GO. - - MARK A. y/ I (3)2X 10 RIM BOARDS NEW 8'POURED CONCRETE FOUNDATION ON CRAWL SPACE - MC NZ V�. z O 8y I G'CONTINUOUS CONIC.FOOTING-BOTTOM 1 pIGFOOT FOOTINGS TO BELOW FR05T LINE(4-MIN.) . -Op' 3'DUST COVER _ C) �' 6 U- 'BIG FOOT'FOOTINGS PROPOSED - - 2:_6- q O s2 SECTION.AT MUDROOM �F �rsiE�` \� DATE:06/10 12011 PROPOSED - 1 . s� SECTION AT SCREENED PORCH. a z "=,'-0" ssiowa� E�'G _ rl✓ SCALE: AS NOTED DRAWING#:� , 2 2 ' al HSE COTUIT SCHOOL STREW COTUIT ROAD r = PLAN REF --19/143 pigs DCE DECK RES. ZONE: ,,RF» Locus EA i ASSESSORS MAP 18114, 106" - - _ _ _ TO WN WATER AVAILABLE ASS. LOT 25 - ; - - - - ASS. , LOT 24 LOCUS MAP - S7140:?0"E 80. 00 z ASS. LOT 14 AREA=8,-000 SF,e6'x rP R VT_ESER J' 10 10.5' Jr — � min, \ - 1 _ — D—BOX g' _ — —AREA— J o 1500 04 — GRAPHIC SCALE O ��cS J GAL 1 20 a 10 20 40 80 SEPTIC / TANK i I PROP. � ASS. LOT 13 DECK i ( IN FEET ) I 36 103 1 inch = 20 -ft. Rf, W PROPOSED �. ASS. LOT 15 - 5,ti ,D, o U,sE,;, 1oz SHED q PRo" PROJECT LOCH TION POSED FF 106 le�of 101 ���� of & ASSESSORS LOT 14 ti ic : PINE RIDGE- ROAD HSE O / / N O JOHN �O / / 1000 TUIT, MA. 0 U EY O 35101 APPL I CAN T / /' �g - fly A� LINO CORREDORA it S714020'E 80. 00'/ r YANKE - SURVEY CONSULTANTS j4 — — — —U P - / °�� �� ' 7 ,�� �f P. O.� �� UNIT 5 40B INDUSTRY ROAD PAUL EDGE — - - - __ G� MARS TONS MILLS, AA. 02648 OF — IiAT t PAVEMENT +1 No PH.(508)428-0055. - FAX(508)420-5553 um L BENCHMARK. GISY „ ,TOP OF C.B. PINj �. �,� � � SCALE. 1 =20 DA TE. ELEV.= 99.35 ASSUMED ]?ID(;E ���° 10/19/.95 REV. REV.. C.B. NO. JOB 50833 SHE T E I OF 2 P i - - I F.F. ELEV.=--- 106P 20'MIN. ELEV.= 104.5 P � ELEV.= 104.0E 4" CAST IRON ORCONCRETE COVERS PIPE' SCHEDULE 40 P.V.C. 4" DIA. SCHEDULE 40 PERFORATED PLASTIC 1M, END CAPS ON ALL PIPES i DIST.= 11 -- SLP.=0.005 12"MIN A 1/ -1/LAYER �F SLP.= 0.02 CONCRETE COVER �0 5T WASHED STONE INVERT DIST.=____ .. .. FLOW LINE DIST.=8 4 —, SLP.= 0.0�— INVERT 101,7 °o°o°o°o o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° °o°o°o°o°o°o°0000°000 ELEV.= 102.50, 102.28 ELEV.=__-- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ELEV.- ,D" MIN. ,g" _o_o_o_o o_o_o_ o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_ _o_o_o_o_o_o_o_o_ —- ELEV.= 102.03 ELEV.= 101.9 ELEV.= 101. 77 °00.�4" �0 1-1/2" 4" CAST IRON OR O v v v v U U U U U U U C/ O O U U U U U U O C. WASHED STONE O O O O O O O O O O O . O O O O O O O O SCHEDULE 40 P.V.C. y 4" CAST IRON OR n �O O O O O O 0 0�0�0�0�0�� O;�O O„O O O�O„O� .ELEV.=_99. 7 SCHEDULE 40 P.V.C. DISTRIBUTION BOX A 1500 GALLON SEPTIC TANK TO BE PLACED ON 6" of 7.2 STONE OR 'MECHANICALLY TO BE PLACED ON 6" OF - COMPACTED SOIL. USE STONE 'TO -LEVEL zz STONE OR MECHANICALLY TO BE WET TESTED IF. MORE THE BED AS NEEDED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ COMPACTED SOIL. THAN ONE OUTLET. BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =92.5 USE SEPTIC TANK WITH 3 COVERS. SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E. WITNESSED BY: _EDWARD BARRY __----------- PROFILE OF PERCOLATION RATE: __2___MIN/INCH P# 8590 DATE: 1 f24L95 ELEV._105_5 __ 2' LAYER OF I �_, SEWAGE DISPOSAL SYSTEM TEST HOLE 1 ,/8"_,/2" DEPTH HORIZON TEXTURE COLOR MOTT. OTHER `J O O WASHED STONE NOT TO SCALE 3/4" TO 1-1/2' 0"-3" 0 WOODLOA WASHED STONE SECTION A-A 3"-5" E 10 YR 6/1 0f A9,q�9c 5"-_24" B LOAMY 10 YR 414 �� 10 N SAND o LANDE EY 24"-132" C COARSE 715 YR 616 NO WATER ,0 ° GENERAL NOTES: SAND ENCOUNT o EcsTEa�°�,��� ERED. SSIONAL ECG\ DESIGN DATA: 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. t 2. PLAN REFERENCE 19/143, ASSESS. LOT_#14 BARNSTABLE REG. OF DEEDS. NUMBER OF BEDROOMS TdR_EEL3)_-_ 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM `TEST HOLE bATE: 10Z2195 ELEV._ - 2 , AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. M GARBAGE DISPOSAL 4. ALL .WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS TOTAL ESTIMATED FLOW _�3L---- GPD FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 0"-3 �0 WOODLOA ( 112__ GAL./BR./DAY X _3___ BR. ) 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF THE FINISHED GRADE. 3"_.5 �E 10 YR 611 SEPTIC TANK CAPACITY 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME, UNLESS NOTED BY FINAL CONTOURS. LEACHING AREA REQUIREMENTS t?' 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 5"-24" iB LOAMY � 10 YR 4/4 OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR SAND SIDEWALL AREA4�_ GAL./S.F. WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING GAL./S.F. SHALL BE USED UNDER OR WITHIN 10 OF DRIVES OR PARKING 24"-132" C COARSE 7.5 YR 616 O WATER BOTTOM AREA SAND ENCO UNT- AREAS UNLESS NOTED. ERED, LEACHING 'CAP. (BOT. & SIDEWALL) _336__ GAL. 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL { BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY 336 GAL. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. APPLICANT: LINO CORREDORA DATE: OCTOBER 26, 1995 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF - ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SHEET 2 OF 2 JOB # 50833 - t