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HomeMy WebLinkAbout0208 ELLIOTT ROAD .� ;. o _ �,� � f ��,v� h �L f 3 :+ .. • �, ..5p 'S, � i � vi, ,a t c.+ k .4 ` 9.? �� iA � c !., I � ' x ,�u n,. . _. ,Y ., . . .� .. .,.. ... _. .. �.,_� �, r. r � Y,i' � u. :�r, r 4 ,, � .. � � , . .. � � i5 `: e .. .. h .. - {y� ..., � G :. :. .. op� .. .. .... :. � ti a .. .. v r. .� i� ', .` u , . n l , .__,:. ...� ,.I_ __._:._.. ...:__..,__ ___. m � �+ i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 00 Map C�I? ° Parcel 57 -; Application C' aJ } Health Division - Date Issued Conservation Division Application Fee Planning Dept. Permit Feb Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address �2 dF EZ--' fd TT Rb Village 'G5it4rA V'I L4-9 Owner F�d7T;e 121A_1417Y IX05T Address 6/x Telephone 271— ld�O Permit Request T 601197,eblel - /,V,9Zke Ed Ad,& uji %z g�tw /tkln /9•v "�47��Ct rJ _ 6A�AJ! F Square feet: 1 st floor: existing proposed (emu i 2nd floor: existing proposed 40% Total new a5.SO Zoning District Flood Plain C— Groundwater Overlay Project Valuation-/o�� l "d Construction Type Lot Size-247 X IfL4Nb Grandfathered: ❑Yes 34o' If yes, attach supporting documentation. Dwelling Type: Single Family Yo" Two Family ❑ Multi-Family(# units) Age of Existing Structure AJAV Historic House: ❑Yes 3<o On Old King's Highway: ❑Yes Lr�o Basement Type: 03 Full ❑ Crawl M'Valkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) /So Number of Baths: Full: existing new _ Half: existing new / Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: D Gas I ❑ Oil ❑ Electric ❑Other Central Air: 3 es ❑ No Fireplaces: Existing New �_ Existing wood/coal stove: ❑Yes Colo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ 2ox %-k Attached garage: ❑existing Ynew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Q No If yes, site plan review # Current Use V�0f//;r `-4 r Proposed Use iAer� ,`Ma APPLICANT INFORMATION (BUILDER-OR HOMEOWNER) u- 1; L Name Telephone Number �77/ -,a Address �A� License # Home Improvement Contractor# Worker's Compensation # 4,CF 60 7 3 V,9alp lIJ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO,h? SIGNATURE�GZ/� DATE 311 f/J L k R FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION LI1 L31/o A FRAME 31IEAMM G S/Z lh o t INSULATION CZIJ �7d1�!o FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS- ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMITAPPLICATION 1 Map c �°. . Parcel 71 ' 0 _ Application # S z Health Division+ V- S t�&L j p-D 15 Date Issued �� Conservation Division Application Fe LA �p Planning Dept: Permit Fee Date Definitive Plan Approved by Planning Board C��dl�yl�a Historic - OKH _ Preservation/Hyannis Project Street Address c�LQ Q TT R-b Village 6f,,L17dFP 111&&e 6el4N /• A<J--Y 7 S1 Owner dU4 D17T Rib . T 2UST Address -bd-X (25- �", i�1-37R VlLZZ- Telephone 77/ ,(,006 Permit Request TO H R00W d 11f-A? 0^01%f A5 79,' e)Fi- K:E - TZ"QC�S /S VW D FX �'D.�TRUC-T 14 Peke y Square feet: 1 st floor: existing 101proposed 2nd floor: existing �d proposed Total new��QJ' Zoning District Flood Plain G Groundwater Overlay Project Valuation4�5W Construction Type &/.40Z> 4 Lot Size / A-Ci&,r t Grandfathered: ❑Yes W fJo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure �50 Historic House: Li Yes 2 No On Old King's Highway: ❑Yes W<o Basement Type: 2 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sigrit) P7 z Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: .3 existing / new r~v Total Room Count (not including baths): existing new First Floor Rog Cfgnt S --4 Heat Type and Fuel: U(Gas ❑ Oil ❑ Electric ❑Other o �,/ Central Air: Lei Yes ❑ r No Fireplaces: Existing New Existing wood/ l sMve: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: Qfexisting ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes U No If yes, site plan review# Current Use/ �1?n 444V-& Cr;� 74 Proposed Use APPLICANT INFORMATION _- (BUILDER OR HOMEOWNER) Name �' ���� � ,( Telephone Number 77/ Id 4-'6 Address License # f d 54 Y5- Home Improvement Contractor# Worker's Compensation # 'OQ73 zId61-lU ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /r DATE �a�r2-1 c� \ FOR OFFICIAL USE ONLY / APPLICATION 4 y DATE ISSUED ~ MAP/PARCELNO. _ ADDRESS VILLAGE \ OWNER . , / $ fDATE OF INSPECTION: . } FOUNDATION } FRAME } INSULATION FIREPLACE ' i ELECTRICAL: ROUGH FINAL % ƒ PLUMBING: ROUGH FINAL ^ \ � . . GAS: ROUGH FINAL _ FINAL BUILDING k " 2 DATE CLOSED OUT ƒ ASSOCI TION'PLAN NO. ( ^ ! . pp THE r + BARNMBLE, MASS. Town of Barnstable i639• �� prFD MA'1 A Regulatory Services Thomas F. Geiler, Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A, Builder, 12 .61 T.. 12-D_ 772o5T -.__ - -- -- --------- T, , as Owner of,the subject property hereby authorize ��-Y5 Caws'6 1 UL to act on my behalf, in all matters relative to work authorized by this building permit application for: G (Address of Job) Signature of Owner Date I 612 tfiP l r Print Name If Property Owner is applying for permit, please complete the Homeowners License Exemption Form on the reverse side. QAWPFILESIFORMSIbuilding permit formsTXPRESS.doc Revised 072110 f ' , P�0[HE Town of Barnstable ' Regulatory Services ia_w WS.. e, tAss. Thomas F. Geiler, Director .� �, 619• a Building Division Tom Perry, Building Commissioner '200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us t . Office: N8-86274038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER" name home phone N work phone tl CURRENT MAILNG 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:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 072110 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street Boston,MA 02111 ' www.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Co:atractors/Electricians/Plumbers Applicant Information .Please Print Le ibl Name(Business/OrganizatiowUdividual): , Address' City/State/Zip: Oej, / Phone.#: Are you an employer? Check the appropriate bo . . ;Type of protect(required):, 1.❑ I am a employer with 4. I am a general contractor and I Y 6. []New construction ..employees(full and/or part time).*• have hired the sub-contractors 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' ivorkin for me in any capacity. employees and have workers' g Y P ty. 9. eBuilding addition [No workers' comp,insurance comp.insurance, ' required.] 5. [] We are a corporation and its 10,E •Electrical repairs or additions 3.❑ I am a homeowner doing all work . officers have exercised their 11.[]Plumbing repairs or additions ' myself.[No workers'comp. right of exemption per MGL 12.[]Roof repairs insurance.required.]t c. 152, §1(4), and we have no 13.[] Other ' employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.-who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new_affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the$ub-contractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must providb their workers'comp.policy number. I am an employer that is providing workers'compensation insurance far my employees. Below ts.the policy and job site information. Insurance Company Name: ,,,A,}} . Policy#or Self-ins.Lic.#: � Ci�t')Q 73 Expiration Date: L ` Job Site Address:02 ®� City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showfng 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 maybe forwarded to the.Office of Investigations of the MA for insuran,0 coverage verification ' Xdo hereby certify under thepains/•and enalties ofperjury that the information provided above'Is true and correct. Signature:, �e�l �i Date Phone#: Official use only. Do not write in this area, to be completed by,city or town official city.or Town: ' Permit[License# # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3, City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Bayside Building Inc. Certificates of Insurance 2010 Sub Contractor General Liability Workers Comp All Cape Garage Door 06101104 10107110 06101104` 06101111 Aluminum Products of Cape 08115104 08115111 08115104 08115111 Anthony Averinos 07120104 04106111 07125104 07125111 Besse Landscape&Nursery 04130107 04130111 05118107 ' 07117111 Baxter Nye Engineering&Surveying 08111105 08117111 08120104 08120111 Bortolotti Construction 03107104 03107111 03107104 03107111 Cape Cod Copper 02107108 02107111 04104108 04104111 Cape Cod Marble&Granite 07101105 07101111 08116105 08116111 Cape Concrete Forms 06105107 08112111 12107107 i 06108111 Carpet Barn Inc 01101106 05101111 01101105 01/01/11 Casella Waste Management 04130108 04130111 05101108 j 05101111 Central Vacuum House 12101105 12101110 01101107 O1/O1/11 Chaves,Robert 08113104 08113111 12117104 12117110 Christopher Costa,Inc. O1122108 08105110 02106107 02106111 Cornerstone dba Tony Arede 03110106 10122110 03117106 02101111 Dartmouth Pools&Spas 01101108 01/01/11 01101105 01/01/11 Davids Building&Remodel 01101107 01/01/11 06114104 06114111 D.P.Fuccillo Construction Inc. 10120106 10120110 10120108 j 10123110 Fast Glass Service 08108109 08108111 04107109 04107111 Govoni Land Services 05131104 06122111 07104104 06122111 Hill Construction 04129107 1 04129111 08114104 08114111 Joyce Landscaping 11115104 11115110 11115105 11/IS/10 Kitchen Appliance Mart and 08112104 08112111 01101105 01/01/11, Electronics L&MGlass Co,Inc 05101104 05101111 05101104 05/01/11 MacDonald Concrete Finishing O1109104 O1109111 04107104 01109111 MAP Insulation 10101107 10/01/10 10101107 10/01/10 Meagher Bros. Construction(DECKS) 04125109 03124111 11109108 11109110 Meagher Construction(ROOFER) 06119104 03113111 06123104 06123111 Morse's Masonry 03110107 03110111 10111108 10/11/10. New England Concrete Solutions 04101110 04101111 03123110 03123111 New England Home Technologies O1122110 01122111 01122110 01122111 Northern Sealcoating 10/01/07 10/01/10 04101107 04101111 Northside Design Associates O1115107 01/15/11 11130106 11130110 Pastore Excavation Inc. 06105108 06105111 10112108 ! 10112110 Pro Fence Co.,-Inc. 03126107 03126111 03126107 03126111 Reed, Mel 07121104 07121111 07121104 07121111 Sprinkle Home Improvement 07101108 07/O1/11 01101109 01/01/11 Steven Johnson-SMJ Carpentry 04125104 04125111 04125104 04130111 Anthony Spagnuola dba Spags 04102107 04102111 08111107 08111111 Viola Associates Inc. 04129108 1 04129111 04129108 04129111 Walpole Woodworkers 10115106 10115110 10115106 10/15/10 Whiteley, W. Vernon 10101104 10/01/10 10103104 i 10103110 Wood Floor Specialists 02103108 02103111 02103108 ! 02103111 Page l of l Massachuettt - Department of Pufil c Safety . Board.of Building Re<,ulations and Standards Co'bstruct-on Supervisor license .License: . CS 5645 vv nt Restricted to F�00 u BRIAN T qDA EY r h Fl PO BOX 9T AN CENTERVILLE =MA02632 ' 44a Expirah6n. .4/19/2012'f } C'gmnus4irrteT Trtr: 21209: z 77 7- a,w-7 Restricted to:.00 V t ! 00- U.nresfricted X 1G-1 2 Family Homes » T- Failure to possess a current edition of the Massachusetts State Building Code $ is cause for revocation of this license: ' i Refer to:' WWW.Mass:Gov/DPS ,-iV t f REScheck Software Version 4.3.1 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 2007 IECC Location: Bamstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1562 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 5 ELLIOTT ROAD BAYSIDE BUILDING,INC. CENTERVILLE,MA • • -• . •- • Compliance:7.4%Better Than Code Nw j r T TOTAL FLOOR:All-Wood Joist/Truss:Over Unconditioned Space 1818 19.0 1.0 82 TOTAL CEILING:Flat Ceiling or Scissor Truss 2056 30.0 1.0 70 WALLS:Wood Frame,24"o.c. 542 19.0 1.0 26 Orientation:Front TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 78 0.310 24 SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front Wall 2:Wood Frame,24"o.c. 782 19.0 1.0 39 Orientation:Back Window 2:Metal Frame with Thermal Break:Double Pane with 112 0.310 35 Low-E SHGC:0.31 Orientation:Back Wall 3:Wood Frame,24"o.c. 619 19.0 1.0 35 Orientation:Left Side Window 3:Wood Frame:Double Pane with Low-E 16 0.310 5 SHGC:0.31 Orientation:Left Side Wall 4:Wood Frame,24"'o.c. 735 19.0 1.0 40 Orientation:Right Side Window 4:Wood Frame:Double Pane with Low-E 16 0.310 5 SHGC:0.31 Orientation:Right Side Door 2:Glass 21 0.310 7 SHGC:0.31 'Orientation:Right Side Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 15 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2007 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: NEW CONSTRUCTION Report date: 10/12/10 Data filename:C:\Program Files\Check\REScheck\RIGAS REVISED 10-12-10 RESCHECK.rck Page 1 of 5 Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date: 10/12/10 Data filename:C:\Program Files\Check\REScheck\RIGAS REVISED 10-12-10 RESCHECK.rck Page 2 of 5 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ WALLS:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ Wall 2:Wood Frame,24°o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ Wall 3:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ Wall 4:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation " Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors;describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: , #Panes Frame Type Thermal Break? Yes No Comments: Ll Window 3:Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. F Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ TOTAL FLOOR:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: Project Title: NEW CONSTRUCTION Report date: 10/12/10 Data filename:C:\Program Files\Check\REScheck\RIGAS REVISED 10-12-10 RESCHECK.rck Page 3 of 5 ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 15 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ 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. 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. Vapor Retarder: A minimum of Class II(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class 111(10 perm or less)vapor retarder is permitted for vented Gadding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: ❑ 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 and cooling 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: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal'fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system:A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. 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 2006 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 0 Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Project Title: NEW CONSTRUCTION Report date: 10/12/10 Data filename:C:\Program Files\Check\REScheck\RIGAS REVISED 10-12-10 RESCHECK.rck Page 4 of 5 Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. 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 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 CONSTRUCTION Report date: 10/12/10 Data filename:C:\Program Files\Check\REScheck\RIGAS REVISED 10-12-10 RESCHECK.rck Page 5 of 5 . 2007 IECC Energy Efficiency Certificate Ceiling/Roof 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): BREIMOMM f . e Window 0.31 0.31 Door 0.28 0.31 Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 15 SEER Water Heater: Name: Date: Comments: i I . I I ' IIIII I • OPEN! — II II I • ®® ® �� IIIIIIIIiI � �; � 21 i I�!: ® ,II;I Illll�l,i,Il i1: it I I I I Iit fill - I. I I• �' ; ., . AIL' I� IIIII IIIII I'll !�, IIIII I , I, ,II ;II !I I I,II I I►I . --- II II�Iill�llllil . IIII !IIIIIIIi . , I IIIII I 0 I ' � III �! I�IIIIIill�ll ' III I III III'• II . I: _ I Iiill� ililillll I,illli�l ' 11 IIIII I I ;�: II I I' I � II II •III IIIII I;1111�1I � II, I. I I i ®© IIII I II II II II '� II II II � III I II Ills: :lil' ILI ® 41 I'll Ili I i I I - - IIIII I I-��I I ® 00 III III I'I '�II!f' OHM !��� II II II;IIII ;II � I ICI 'IIi1111! !I II I i,'I I J08 LOCATION. A 10. I ® BUILDING,- 151 Sfl C. - y .RIGAS RESIDENCE LOT 5 ELLIOTT RD. w j 3 BAYBERRY SQUARE, CENTERVIL.L.E, MA 0263 s $g ELEVATIONS . @'H®N E: 5®5-77 1—1 04®. FAX: 508-775-01 55 I I • i I I I I I I ;I'I'III I II r I i I D I I I II i j I I I III o I Z I I I i ® ® III II it I II j. l I III ,I I I I ILI I LEO I I Lu V-0 irz° I I j j I I I iII I , II i d II I I I � I II III il!III►I I I :6�I�1111 II I I 11 j L III JM LXATION. m�� h?IGAS RESIDENCE BAYSIDEBUILDING9 INC. Z m LOT 5 ELLIOTT RD. � m 3 BAYf:3E6�6�2Y SC��JAF�E, CEiV'9-E62VIfl..B_�:, NBA.®2:63 IQ $y ELEVATIONS PB�C)iVE: 5®8-77'B-9®443. SAX: 5�85-775-0155 'o I II , U II , • I. I I I ® I II j I I • II • II m Q91 rap I I I II I .I I j I • I I : II I I i '111 i�t` I I is — I J I II' i if�VII 4�LP(��I��i I .. Ii it i i � • r l . n O JOB WCATION. m RIC-,AS RESIDENCE SAYSIDE BUILDING INC. I Z m LOT 5:ELLIOTT RD. 1 3 BAYBERRY SQUARE, CEV1TERVII. LE, MA 02632 s S ELEVATIONS PHONE: 508-771-1040 FAX: 508-775-0155 m N r 4'-7° 14'-0° y.3v _ t SS pN - 11 t (jam)4•Y 2668 - Z N ..A TW 24410-2 7W 24410-2 s .-20 VB°1160 jibe 7/0° A Fwat X Io N I2-b1/2 TW 24410, In IS T-1,r O ELV ---------' - --- -t� � o _ 24 6R4Q4 B/b° cm LFR c 24 5/b°z60,7/0 ° L � (3)TW 21410 TMP 0 _ w 4� ~4 w� o w 24 WO'44 A 3TEE6:BEAM A BOVE r f � i 11��nn11 rye€ r ob e £ --- -- p � 7 i s ; m m ' r . - - 12'-0° - 10'-0° 22'-0° X5 LOCATION: ism YI ILI 9 I m z R1CAS RESIDENCE m _ LOT 5 ELLIOTT RD. w< . 3 BAYBERRY SQUARE, CENTERVILLE, MA 0263 f PLAN ' PHONE: 508-771-1 040 FAX: 508-775-0 L 55 of r — — ° I I Ili.�Ill III W-3 1/2° IIIII I I , j in 24 5/0524 5 ° - s - - a I a .. . . m, Ip O TW 2446 P _ 13 02 R 30 I/0°x56 7/8. - U_ a 246/05Q4 Iltl -®u. /17 k �N (a)TW 2446 _ 50 V0°A56 vb° mi0 - n L uj OV I SHINS, s 1 o m m —!L _— W .� �`�...._•?.: •.�� I .III - � r IIIII (2)TW 2446 ' 6 s ti A �'�pQ1 Rm`_A I � I 9 O. IIII 'I I6 0 Z 2 0 I 6 0° 3 6AJ ' III IL I LI'il 11 III IN,1 iN P IIIII 1 r 71 I C@ R - 2A 5/0°I24 5/0° cp IIII I' I , 0 u O 1— JOB LOCATIONi _ ��gg q , m $ RIGAS'RESIDENCE AY I- .. I L I N y .,I C I . LOT 5 ELLIOTT RD. w m 3 BAYBERRY SQUARE, C'.EltilTE�2V��@.E� MA 0263 s $g i PLAN PHONE: 508-771-1040 PAX: 508-775-0 8 55 1 REScheck Software Version 4.3.0 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 2007 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1562 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 5 ELLIOTT ROAD BAYSIDE BUILDING,INC. CENTERVILLE,MA Compliance:6.9%Better Than Code Floor 1:All-Wood Joistrrruss:Over Unconditioned Space 1562 19.0 1.0 70 Ceiling 1:Flat Ceiling or Scissor Truss 1800 30.0 .1.0 61 WALLS:Wood Frame,24"o.c. 478 19.0 1.0 23 Orientation:Front TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 66 0.310 20 SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front Wail 2:Wood Frame,24 o.c. 7K 19.0 1.0 39 Orientation:Back Window 2:Metal Frame with Thermal Break:Double Pane with 112 0.310 35 Low-E SHGC:0.31 Orientation:Back Wall 3:Wood Frame,24"o.c. 619 19.0 1.0 35 Orientation:Left Side Window 3:Wood Frame:Double Pane with Low-E 16 0.310 5 SHGC:0.31 Orientation:Left Side Wall 4:Wood Frame,24"o.c. 639 19.0 1.0 35 Orientation:Right Side Window 4:Wood Frame:Double Pane with Low-E 8 0.310 2 SHGC:0.31 Orientation:Right Side Door 2:Glass 21 0.310 7 SHGC:0.31 Orientation:Right Side r Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 15 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2007 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date: 03/23/10 Data filename: C:\Program Files\Check\REScheck\RIGAS RESCHECK.rck - Page 1 of 4 t a REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ WALLS:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ Wall 2:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ Wall 3:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ Wall 4:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor.0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.93 AFUE or higher Make and Model Number: Project Title: NEW CONSTRUCTION Report date: 03/23/10 Data filename: C:\Program Files\Check\REScheck\RIGAS RESCHECK.rck Page 2 of 4 i ❑ Air Conditioner 1:Electric Central Air:15 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ 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. 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. Vapor Retarder: ❑ A minimum of Class 11(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: ❑ 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 and cooling 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: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. 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 2006 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 the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Project Title: NEW CONSTRUCTION Report date:03/23/10 Data filename:C:\Program Files\Check\REScheck\RIGAS RESCHECK.rck Page 3 of 4 f 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 certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. i NOTES TO FIELD:(Building Department Use Only) it Project Title: NEW CONSTRUCTION Report date: 03/23/10 Data filename: C:\Program Files\Check\REScheck\RIGAS RESCHECK.rck Page 4 of 4 2007 IECC Energy Efficiency Certificate no meMl Ceiling/Roof 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): { Window 0.31 0.31 Door 0.28 0.31 .e7 .. - Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 15 SEER Water Heater: Name: Date: Comments: AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 LOT 5 ELLIOTT ROAD CENTERVILLE Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category................................................................................................................................ B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories 5 2 stories Q RoofPitch ..........................................:...............................(Fig 2) .................................................12<_ 12:12 Q Mean Roof Height .....:...............................................................(Fig 2)..................................................23 ft 5 33' Q Building Width,W ..............................................................(Fig 3)................................................. 38 ft 5 80' Q Building Length, L ..............................................................(Fig 3)..................................................72 ft <_80' Q Building Aspect Ratio(LNV) ...............................................(Fig 4)...................................................2 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................................................................................... N/A 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)................................................... 28 in. Q Bolt Spacing from endfjoint of plate ............................(Fig 5)........................................12 in.5 6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_ 15" N/A Plate Washer...............................................................(Fig 5)..............................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)..........................................-9'-0"_ft<_12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).........................8'-6"ft 5 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in. <_24"o.c. Q Wall Story Offsets ...........................:.............................(Figs 7&8)...........................................—ft <_d N/A s AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 6 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).......................................................... ...... g ( 9 ) : : Q WSP Attic Floor Length...............................................(Fig 11 .......................... .............. .... ft /3 N/A Gypsum CeilingLength d WSP not used F 11 .....................26 ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ...................I............ N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans . ........................................................(Table 9).....................:....................6 ft 0 in.<_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.5 11' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft—in.5 12" N/A Full Height Studs(no.of studs)...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 .................................. .................6'-8"<_6'8" Q Sheathing Type.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)................., Percent Full-Height Sheathing.......................(Table 10)......38%for one floor 71%for two floors Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Q Maximum Building.Dimension, L Nominal Height of Tallest Opening2.....................................................................9'-2"<_6'8° Q Sheathing Type.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11);.....11%for one floor 24%for two floors Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)24%+5%=29% Q Wall Cladding Ratedfor Wind Speed?........................................................................................ Q t AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5A ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19) ..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft:5 smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.z 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q LOT 5 ELLIOTT ROAD CENTERVILLE MEETS THIS CHECKLIST BY ADDING 5%TO WALL WITH OPENING GREATER THAN 6'-8"THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 MEN FRAMING USE Ed NAYS 11 11 t Ir 11 7 Ir 11 1 Y 4 : i 11 1 11 11 11 Ir 11 11 11 11 M H 11 rl 11 It 11 Il - Y 11 Ir.' 1 F Ir 11 m J r CJ 7tt u u ri 11 1 p 11 /r 1 I W is ii g 11 I 1 a u I.r g a 1� Ir yl u r n rl 1 JA 06MM EDUE , NAILSPACM i 9 P^NEUL— a �. Y See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment 4 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a w�a i i z „ ,id ; z oil FRAMMMEMBM EO6E WA e I r STAGGE np REDI,ANa AIAfL PATFERN P/WEL PA1V2 DOUSLE NAIL SPAMG DETAL Detail Vertical and Horizontal Nailing ffor Penel Attachment I JOB At A.-ez TAYLOR DESIGN ASSOC., INC. SHEET NO. ( of <�p P.O. Box 1313 Forestdale, MA 02644 CALCULATED B`E DATx t Tel./Fax: (508) 790'4686 CHECKED BY E*^ ARA T J �C..C.IOT w SCALE .............. ... .............. 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Lam. �� � ...: R ' ............... ... - . �. ........ / 7 9 .. .. .... ..... .►- ....�w�.y.. oc� .... _ .. - ._ .....o..... ..[ .. .. y ...: .. Z410e 3 .. .... .. .. JOB \ S• S l0 TAYLOR DESIGN ASSOC., INC. SHEET NO. Co of P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY T DATE Tel./Fax: (508) 700-4686 CHECKED BY DATE L-wr -L4,1 O C45:0 tef-vki SCALE .. .. .. ... � .. G .. .... �.tiC-� . ... .. .. .1�td1.9 C`� Iv;. o_e. �l .. 1� G .. ...: . -GBPSr ..... �' . ........ _ . ,.: . . ........ .....:....L . .. .. .. . �t �'40 -.... _47.7... R0.. .b.................. rc. .... 7t � ,< a s®d . ..... ...... :..................... 3� 3 .......................... ...............:............::.............:..............,.......... ..... ...... ..... ..... .. ..... ...... ...... ...... ...... ...... ..... ...... ...... ..... ...... ..... ............. ...... ..... ... .......... .. i .:.... ... .. .. .. .... .. ... , r Wk'Ler The Ohio Casualty Insurance Company ib utual® 9450 Seward Road,Fairfield,Ohio 45014 Bond# 5073524 BOND KNOW ALL MEN BY THESE PRESENTS: That we Bayside Building Company P.O. Box 95 Centerville,MA 02632 Street Address City State ZIP Code (Full Name[top linel and Address[bottom line]of Principal) (hereinafter called the Principal) as Principal, and , The Ohio Casualty Insurance Company with principal offices at Hamilton, Ohio(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis,MA 02601 Street Address City State ZIP Code (Full Name[top line]and Address{bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of Six Hundred Sixty Dollars&00/100 (Dollars)$ 660.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a License to Build a single family home at 207 Elliott Road Centerville,MA 02632. 165'frontage. for a term beginning on March 16,2010 and ending on* March 16,2011 (*strike out if license or permit is for an indefinite tern) NOW,THEREFORE,if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto, then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below; but if said license or permit was issued for a specific term, and is renewed for one or more specific terms, this bond will be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate, provided such certificate is acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten(10) days in advance of its intention to do so. SIGNED,SEALED AND DATED Bayside Building Company By: Principal The Ohio Casualty Insurance Company By: Attorney-in-Fact S-3853 License or Permit Bond (Unnumbered) i Principal: Bayside Building Company POWER OF ATTORNEY POA Number: 40-463 THE OHIO CASUALTY INSURANCE COMPANY Obligee: Town of Barnstable WEST AMERICAN INSURANCE COMPANY Bond Number: 5073524 Know All Men by These Presents:THE OHIO CASUALTY INSURANCE COMPANY,an Ohio Corporation,and WEST AMERICAN INSURANCE COMPANY,an Indiana Corporation pursuant to the authority granted by Article 111,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company do hereby nominate,constitute and appoint: Mark McCartin,Robert W.Miller,Kelly C.Bolton or Martha A.Kenney of Hyannis,Massachusetts its true and lawful agent (s) and attorney (s)-in-fact, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all BONDS, UNDERTAKINGS, and RECOGNIZANCES, not exceeding in any single instance ONE MILLION ($1,000,000.00) DOLLARS, excluding, however, any bond(s) or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Companies at their administrative offices in Fairfield,Ohio,in their own proper persons. The authority granted hereunder supersedes any previous authority heretofore granted the above named attomey(s)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company and West American Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of each Company this 7th day of January,2008 P�ZY U. PNINSNR g, N^ atic�' -e- 1: ° SEAL SEAL :b yi Sam Lawrence Assistant Secretary STATE OF OHIO, COUNTY OF BUTLER On this 7th day of January,2008 before the subscriber,a Notary Public of the State of Ohio,in and for the County of Butler,duly commissioned and qualified,came Sam Lawrence, Assistant Secretary of The Ohio Casualty Insurance Company and West American Insurance Company, to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Companies aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and the said Corporate Seals and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Hamilton,State of Ohio,the day and year firstabove written. �pplWannN p111 J[�j�y3 V �J q 311�� * 1* = Notary Public in and for County of Butler,State of Ohio My Commission expires August 5,2012 AID h.` This power of attorney is granted under and by authority of Article 111,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company,extracts from which read: Article III,Section 9. Appointment of Attorneys-in-Fact. The Chairman of the Board,the President,any Vice-President,the Secretary or any Assistant Secretary of the corporation shall be and is hereby vested with full power and authority to appoint attorneys-in-fact for the purpose of signing the name of the corporation as surety to,and to execute,attach the seal of the corporation to,acknowledge and deliver any and all bonds,recognizances,stipulations,undertakings or other instruments of suretyship and policies of insurance to be given in favor of any individual,firm,corporation,partnership,limited liability company or other entity,or the official representative thereof,or to any county or state,or any official board or boards of any county or state,or the United States of America or any agency thereof,or to any other political subdivision thereof This instrument is signed and sealed as authorized by the following resolution adopted by the Boards of Directors of the Companies on October 21,2004: RESOLVED,That the signature of any officer of the Company authorized under Article 111,Section 9 of its Code of Regulations and By-laws and the Company seal may be affixed by facsimile to any power of attorney or copy thereof issued on behalf of the Company to make,execute,seal and deliver for and on its behalf as surety any and all bonds, undertakings or other written obligations in the nature thereof;to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment. Such signatures and seal are hereby adopted by the Company as original signatures and seal and shall,with respect to any bond,undertaking or other written obligations in the nature thereof to which it is attached,be valid and binding upon the Company with the same force and effect as though manually affixed. I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,American Fire and Casualty Company and West American Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Companies and the above resolution of their Boards of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,1 have hereunto set my hand and the seals of the Companies this 16th day of March 2010 P�,ZY INS(�R PN INSU/� ��%�//� C, p n �° �' SEAL ;3 SEAL ;; N; Mark E.Schmidt Assistant Secretary r• ,-r Town of Barnstable r:4 Building Department - 200 Main Street ASTABLE, *MASS. Hyannis, MA 02601 9 1639. (508) 862-4038 rEo Mai Certificate of Occupancy• Application Number: 201001235 :. CO Number: '20100152 Parcel ID: 248057003. CO Issue Dater 10115/10 Location: 208 ELLIOTT ROAD _ f Zoning Classification: SPLIT ZONING Proposed Use:. DEVELOPABLE LAND Villager CENTERVILLE s Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES. Comments: r Buil n artment Signature Date Signed z211- 41HE� TOWN OF BARNSTABLE BUI-1-daigjig � Application Ref: ' 201001235 `BARNSTABLE. Issue Date: 04/12/10 Permit 9 MASS. QpA i639• Applicant: BAYSIDE BUILDING,INC . Permit Number: B 20100637 rF0 MA't A Proposed Use: DEVELOPABLE LAND Expiration Date: 10/10/10 Location 208 ELLIOTT ROAD Zoning District SPLTPermit Type: NEW SINGLE FAMILY HOME Map Parcel 248057003 Permit Fee$ 1,351.50 Contractor BAYSIDE BUILDING,INC _. Village CENTERVILLE App Fee$ 100.00 License Num 005645 Est Construction Cost$ 265,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A SINGLE FAMILY 3 BEDROOM CAPE WITH 2 1/2 ATIIIHIS CARD MUST BE KEPT POSTED UNTIL FINAL AN AN ATTACHED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: DACEY, MICHAEL I TRUSTEE BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO:OCCUPY ANY STREET,ALLY'OR-SIDEWALK OR AN , ART THqVW.1T.ffER TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,'NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION STREET OR ALLY GRADES AS WELL AS DEPTH ANDLOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Ch, 7I12- t 2 V 2( 2 E10 ou 0,00, (Sjohrtfo l 3 NirjDS [%pz DI fT 1 Heating Inspection Approvals Engineering Delft Fir?Dept / 2 Board of Hea'tl (fib .�MS;Swl.4,; — C0rvl 3 t_. ., �. �, �� a `..� sf,. ;_ ^� �. sK�. ;} 6 e The Common*earth of MassacAuse&s Department oflndustrialAccidents Offzce of InveEdgations s ' . 600 Washington Street . ` Boston,MA 02111' www.mass.gov/did ' Workers'Compensation Iusur,,ince A.ffiddvzt: Builders/Contractors/Electricians/Plumbers A_pplicant Info rmation k ,PIease Print LekriblY Name (Business/organization/Individual): -8fJlL—P%V S, /N • •Address: � D• 8 u �'�' • City/State/Zip: eE�W�-U Phone.#: 7-7 Are you an employer? Check the appropriate bog: :Type of project(required):. 4. I am a general contractor and I 1.❑ I am a employer with � � 6. El New construction . employees (fulld/or part time).* • have hired the stab-contractors listed on the'.attached sheet. 7. ❑Remodeling 2: ' ❑ I am a'sole proprietor or partner-ship and.have no employees These sub-contractors have g, [�Demolition: • employee, and have workers' working for me in any capacity. $, 9, []Building addition comp,insurance, [No insurance comp, � nce 10,❑Electricalre airs or additions required.] 5. ❑ We are a corporation and its p , 3.❑ I required.] Q homeowner doing all woik . officers have exercised their 11.❑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 13 ❑ Other employees, [No workers comp.insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeoweers,wba'subraitUu affidavit Indicating they are doing all work and tlien hire outside-contractors must submit anew affidevitindicating such. , $Contractors that check thisbox mutt attached in additional duet showing the name of the pub contraators and state whether ornot those entities hava employees. If the sub-•contraetofs have employees,theywdst pro Mb their workers'comp.policy number. Jam an employer thrtt is providing workers'compensation insurance for my employees. Below is.the policy and job site, information. q Insurance Company NaYnr: /t �1 5' �. ' Policy#or Self-ins.Lie,#: VC-F a 07.3 . A6 Expiration Date: ! I lob Site Address: °20� Lt /�Y' City/State/Zip:C �e(��' Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Fatiure•to secure.coverage a&required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip t6 $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 64 violator.•Be advised that a copy of this.statement may 6 forwarded to the-Office of' InvestLzations of the 1)IA for insurance covers a veri-lication, ' I do hereby certify under the pains•and penaltles ofperjury that the information provided above is Prue andcot reef. Signature: Date 'Phone Official use only. Do not write in this area,tb be completed by city or town official. City. or Town' ' Yermit/License# Issuing Authority(etrrla one),' :I.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: Sub Contractor General Liability Workers Comp ll Cape Garage Door 06101104 10/07/10 06101104 06101110 luminum Products of Cape 08/15/04' 08/15110 08115104 08115110 Baxter Nye Engineering&Surveying' 08111105 08117/10 08120104 08120110 Bortolotti Construction 03/07/04 `03/07/11 . 03107104 03/07/11 Cape Cod Copper p 02107108 02107111 04104108, 04104110. ' Cape Cod Marble & Granite ? 07101105 07/01/10 08116105 08116110 { Cape Concrete Forms 06/OS/07 08/12/10. 12107107 08/12110 Carpet Barn Inc 01/Ol/06. 05101110 01101105. 01/01/11 Casella Waste Management_ 04130108 '04130110 05101108 05101110 Chaves, Robert 08113104 08113110' 12117104 12117/10` Christopher Costa, Inc. 01/22/08 08105110 02106107 02106110 Concrete Cuts & Coring 06107106 06107110 10/06/06` 10/07/10 , Cornerstone dba Tony ArMe 03/10/06- 10/22/10 03117106 •02123110 Coy's Brook, Inc - 04/24/04 - 04124110 09/21/04. 10101109. Dartmouth Pools &Spas 01101108 01/01/10' 01101%05 01/01/10 Davids Building&Remodel• y 01/01/07- 01/01/10 06114104 06114110 D.P. Fuccillo Construction Inc., 10/20/06 10%20/10 10120108' '10123110' - Fast Glass Service 08108109 -08108110 04107109. 04107/10 . Govoni Land Services 05131104 06122110 07104104. -06122110 Hill Construction 04/29107 04129110 08/14/04. 08114110 Joyce Landscaping. , r 11115104 11/15110 11/15105 11115110 Kitchen Appliance Mart and w Electronics 08/12/04 08112110 01101105 01/01/11 L &M Glass Co, Inc 05/01/0,.,' 05101110. 05101104 05101/10 MacDonald Concrete Finishing 01109104 01109/10. 04107104= 01109110 MAP Insulation 10/01/07 10/01/10 10/01/07 10/01/10 Meagher Bros. Construction (DECKS) 04125109 `04125110 11109108 11109110 Meagher Construction (ROOFER) 06/19/04 03/13/10 06/23/04 ;06/23/10 Morse's Masonry 03/10/07" 03/10/10 10111108. 10/11/10 Northern Sealcoating 10/01/07 10/01/10 04101107 04101110 Northside Design Associates 01115107 01115110 11130106 11130/10 Pastore Excavation Inc.' ,06/05/08.. 06105110 10112108 16112111 Pro Fence Co., Inc.. 03126107' 03126111 03126107 03126111 Reed, Mel 07/21/04- 07121110 07121104 07121110 Seaside Alarms, Inc., 02125109 02125111 02110109 r02/10/11 Sprinkle Home Improvement 07101108 � 07/01/10 01101109' '01/01/11,, Steven Johnson-SMJ Caipentry 04125104, 04125110 04125104 04130/10- - Triple Crown Cabinets&Millwork 07130/07. 07130110 12/12/07- 12/12/11 VMA Electric 06/18/08 06118110 06118108 06118110 Viola Associates Inc:' 04129108 04129110 '64/29/08`+.04/29/10 , Walpole Woodworkers 10/15/06'- 10115110 10115106 J 10115110 Whiteley, .•Vernon 10101104' 10/01/10 10103104 10103110 Wood Floor Specialists 11,02103/08 02103111. 02103108 02103111 �CIHE r Town of Barnstable Regulatory.-:Services , �ELAANSTABLE,$ Thomas F. Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must , Complete and Sign This Section If Us ing A Builder I,P u67` Pb- _JF-057 , as Owner of the subject property hereby authorize A5 516F 60a1,06, 1AC, to act on my behalf, in all matters relative to work authorized by this building permit application for. , aDT 97U_lD77` ?b 6Fx1 V1LL,F' (Address of job) /Z 3//0 Signature of Owner Date Print Name If Property Owner is applying for pernrut please complete the Homeowners License Exemption Form on the reverse -side. 9 /1•IIl1D A.f C-(1l1fUFDP77RMf.CCTf1T.T - I 4 Corr SHra t�� Town of Barnstable Regulatory Services sMxsrwsLE� Thomas F. Geiler,Director '9. a � Building Division TFD µA't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 "wwAown.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 dwelhnjzs 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, atta.ched'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 minim 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 homeowncrperforming 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 txcmption 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 homcowncr acting as Supervisor is ultimately responsible. To ensurc'thtt 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 ofa Supervisor. On the last page of this issue is a form currently used by several towns. You may cart t amend.and adopt such a fomr/certification for use in your community. • I a . _ J x l�rle k a/.dtr , 66 t fa . ;;,a t Boa'a o ui Ong egu at,onc arod tandadsds Construction Supervisor License Y License CS 5645 " Exp rati 19/2010 Tr# 22048, 1 t 4/ �Restnctton ,O.YO�r 3y .. T DACEY a BRIAN r t / 1 PO BOX 95r/ R�%ILL 632 r Commissioners CENTS E MX 02 ... ..... _ _ ssa. 4 ' w.,+'kra �r 00,-35,600.ef enclosed space 1 IA` Masonr oril � y r 1G L2 Family Homes Failure to'possess a current edrt►on`of the r 1 Massachusetts State Bt ild►ng Code is cause�for revocaElop of th►s license a $.- 5 Affidavit of Substantial Financial.Interest , l, '3,911W T. of C�OA176e✓&_&g , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map o?y , Parcel S1'3 The address of the property is c26 Ff rLL( 07'r < CFAI7>€_✓LC . 2. 1 have AV % legal or equitable interest in the real property which is the . subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is I)MA{ a�,Z06, the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name ;Address 3pmv -rev,57a -CE , 4. Within the last twelve months, from today's date, which is 3�ZY40 , I have had a 1% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5 � ft��cN_p �rs7 Fad IL16 B �v �" /8�� �� ' `,060,vrD /3 Y L_LG 5. Within this calendar year] have submitted U ,23 building permit applications-for property in which I have a 11% or greater legal or quitable interest. 6. Within the.last ten days, I have submitted 6. 2, building permit applications for property in which 1 have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, l have received building permits for property in which I have a. 1% legal or equitable interest: Signed under the pains and penalties of perjury,this)34�day of , 2091,0 , 2001-0050/affin 1 BAYSIDE BUILDING PERMITS OBTAINEDSINCE 3/23/2009 STREET # VILLAGE_ APPLIED OBTAINED y 1) 328 PHEASANT HILL CRL COTUIT 09/02/08 04/27/09 2) 254 PHEASANT HILL CRL 'COTUIT 04/10/09 04/21/09 3) 310 PHEASANT HILL CRL COTUIT­ 05/07/09 05/21/09 4) 20 EAGLE LN COTUIT 06/02/09 06/16/09 5) 255 PHEASANT HILL CRL COTUIT 05/07/09 . 05/21/09 6) 254 PHEASANT HILL -CRL . COTUIT'. '. 05/07/09 05/21/09 7) 33 EAGLE LN COTUIT 05/07/09 05/21/09' 8) 4 EAGLE COTUIT. 06/16/09 06/30/09 9) 258 PHEASANT ,HILL CRL COTUIT 06/16/09 06/30/09 10) 294 PHEASANT HILL CRL COTUIT- 07/021/09 07/16/09 11) 341 PHEASANT HILL CRL COTUIT 07/02/09 07/16/09 12) 37 OSPREY DR COTUIT 07/07/.09 ` 07/16/09 13) 222 PHEASANT HILL CRL COTUIT 07/07/09 07/16/09 14) 286 PHEASANT HILL CRL- COTUIT, 07/07/09 07/16/09 15) 9 EAGLE LN COTUIT 07/07/09 '07/16_/09 16) 19 OSPREY DR COTUIT 09/22/09 10/08/09 17) 5 OSPREY DR COTUIT 10/15/09 • 11/02/09 18) 87 OSPREY DR COTUIT 09/22/09 10/08/09 19) 84 OSPREY. DR COTUIT 10/15/09 11/01/09 20) 311 PHEASANT HILL CRL COTUIT 02/11/09 02/18%10 21) 50 OSPREY DRIVE ' COTUIT . 02/12/10 ;02/19/10 22) 67 OSPREY DRIVE COTUIT 03/23/10r . 23) s20 ,OSPREY DRIVE COTUIT 03/23/410 owlate. L �.0 •, • • PROJECT 1 l NAME: 0�� 40 01 -- ADDRESS: oLo PERMIT# PERMIT DATE: } ' M/P: 0 42, cs r7 CO3 LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: 41 ) 3 j o BY: . f q/wpfiles/archive C45 eoo�rnce.�L . ..�a,.•o exrm«mesa.,5. °°°" p ..�.w ' ����...w'w a .' a _ wx aL>u>x.use a.. awl"&..w.«:.I to,u5 mafMRRe vw lw Kmrvr xrne.O.W! �S '/'{d//�� 'e • t ty _� .. a atwm3 •n x•p a�+o a.,w aa+nx a my Sax � `` '/'�/ .,I�- ��� ` �'1l ,. \••�� - ' ��.6d��/' il�y-r'_'� 7z' __v a l. •w ms>�• � .n y . xx>.�n s,xrto> ins /"I�/ "` _ �... ,. ,y'�"-'�r' '�.'<•:. - C�. _ �_r. PLAN DOF 8ma z!D.zlz eta EWOTT ROAD x 3 t, •ab �..-.�.� r- s '� BARNSTABLE /A • I' .;�:�,-, ,��, \ MASSACHUSEUS .�� : .�i maxo`w66.asxlw.a g nro>.,�� R - y-n• �araRsnsLc murnr) NA ,I z g ty w ELLIOTT ROAD mm.= Q4 > � e +t° " S aaoemzLsaoa `� `rss`/ A a.` awa -T EWSED /wvxovHm. s .t � UNDER E _ >ey�`• 7 Y e I „V. v/' S DMSI GP TR0.LAR x�n6P Pura ,av+s T �'� rmvn M�%1 �zrz'e lwt 1� 1 a A� - i y dL $' G E cf na� Y aYa> a5x.. ax.� `my L PIB$CGR" L hlS IhFORb!ATION C j' _ rYm 3� m�.xi - uxmcflf � / wx eoY.uac m m.rxa Ynanv � Wa/•b rwu ; wr a e.rte = / mrm mutt 'Y. ^ xx StK Yaaa rearm • .. awwW ' laa muv, mm eae eum�4 mwY - _ m y - .AVItuFU _ d • i ;e �k;• .17232 R0297 479463 07- .10-2003 tit QUITCLAIM DEED I,MARK H.BOUDREAU,TRUSTEE OF EASTERN BOX TURTLE REALTY TRUST, under Declaration of Trust dated July 9,2003,recorded with the Barnstable County Registry of Deeds in Book Q a ,Page �2 A03 ,of Barnstable,Barnstable County,MA 02630 For consideration paid in the sum of EIGHT HUNDRED THOUSAND AND N0/100 ($800,000.00)DOLLARS Grant to MICHAEL L DACEY,TRUSTEE OF ELLIOTT ROAD REALTY TRUST,under Declaration of Trust dated July 9,2003,recorded with the Barnstable County Registry of Deeds in Book 19 a 3; .Page Q 9) ,of P.O.Box 95,Centerville,MA 02632 With Quitclaim Covenants the following described parcels of land: j Those certain parcels of vacant land situated on Elliott Road,Barnstable(Centerville),Barnstable County,Massachusetts shown as Lots 4,5,6 and 7 on a plan of land entitled"Plan of Land in (Hyannis)Barnstable,Mass.for Allen J.White and Carl S.Riedell"by Baxter&Nye,Inc.,dated 12/2/93 and approved 12/13/93,and recorded with the Barnstable County Registry of Deeds in Plan Book 499,Page 81. I,Mark H.Boudreau,Trustee as aforesaid hereby certify as follows: - j 1. I am the only Trustee of the above-mentioned Trust; 2. That said Trust has not been altered,revoked or further amended and is in full force and effect; 3. That the beneficiaries of the Trust are of legal age,they are not disabled and have all assented to the sale of the trust property;and 4. That I am duly authorized on behalf of all of the beneficiaries of said Trust to convey the trust property known and numbered as Lots 4, 5, 6 and 7 Elliott Road, Centerville, Barnstable County, Massachusetts, for consideration in the amount of EIGHT HUNDRED THOUSAND AND 00/100 ($800,000.00) DOLLARS to Michael J.Dacey,Trustee of Elliott Road Realty Trust. The street address of the premises herein conveyed is: 208, 210, 212 and 214 Elliott Road, Centerville,MA 02632. For title,see Deeds recorded with the Barnstable County Registry of Deeds in Book f 7)3 Page _;Book 11.2 j a,Page a g ;Book r�a��Page 0 c7 6 and Book 19c2 2A Page _. Sk 17232 Pa298 077463 EXECUTED under seal this 9 h day of July,2003 EASTERN BOX TURT BY: `/ REALTY TRUST. 2 Mark H.Boudreau,Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable,ss, July 9,2003 Then personally appeared the above named Mark H.Boudreau,Trustee as aforesaid,and acknowledged the foregoing instrument to be his free7 and deed,before m , N Public: John W.K ney y commission expires: 1728/05 Deed Houdrean to Dacey Elliott Road/Deeds ------------ RE 13F a p BARNSTABLE COUNTY tr -------------- ---- 07�10103 10e13AM 01 QQ= two DATE 07.10.`03 THU FEE 9736.00 GASH $2736-©O TAX $1824.00 TOTAL, $1824.00 CA'5}i $1824-00 CLERK 1 H8.041076 ` TIME 09:43 lilt BARNSTABLE REGISTRY OF DEEDS Ek 18033 PsB 113 —'140652 12--15--2003 a 02:00P ELLIOTT ROAD REALTY TRUST APPOINTMENT OF SUCCESSOR TRUSTEE The undersigned, being the sole Trustee of the Elliott Road Realty Trust, under Declaration of Trust dated July 9,2003,recorded with the Barnstable County Registry of Deeds in Book 17232, Page 292, does hereby state that Brian T. Dacey is hereby appointed successor Trustee under said Trust in place of Michael J. Dacey, who hereby resigns. The resignation of Michael J.Dacey and the appointment of Brian T_ Dacey are effective as of the date of the recording of this instrument. Executed as a sealed instrument this 15"IA day of November,2003. ELLIOTT ROAD REALTY TRUST �Z By: ��P ��✓ Michael J.I)acey,Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. November,!�S,2003 Then personally appeared the above-named Michael J. Dacey, Trustee as aforesaid, and acknowledged the foregoing to be his free act and d d,before me. N tary Public:,/,9,:,.e« X? B.v ete My commission expires: /a� / �y ELLIOTT ROAD REALTY TRUST RESIGNATION 1,Michael J. Dacey,hereby resign as Trustee of Elliott Road Realty Trust, effective as of the date of the appointment of the successor trustees listed hereinabove. Executed as a sealed instrument this 937% day November,2003. Michael J.Dacey r COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. November oz�003 Then personally appeared the above-named Michael J. Dacey and acknowledged the foregoing instrument to be his free act and deed,be re me, Wary Public: 4- T3-+40 e tt My commission expires: Trustee Resignation Elliott RoadebNEW2003 ' C3-o�5 BARNSTABLE REGISTRY OF DEEDS "` JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO. 775-6029 AREA CODE 508 e-mail:john@jwkesq.com April 9, 2010 -` s Ei) Mr. Thomas Perry, Building Commissioner. 0,J ca Town of Barnstable CD g — ' 4. 200 Main Street Hyannis, Massachusetts 02601 3, Re: Letter of Buildability Locus: Lot 5, 208 Elliott Road, Centerville Assessors Map/Parcel: 248/057/003 Registry of Deeds Plan Book and Page: Lot 5, Plan Book 583, Page 71 Upland Area: 48,679 square feet Contiguous Upland Area: 43,565 square feet upland) Dear Mr. Perry: Please be advised that I have caused the records at the Barnstable County Registry of Deeds to be researched to determine the buildability of Lot 5 as shown on a plan recorded at the Barnstable County Registry of Deeds in Plan Book 583, Page 71. A copy of the plan referenced is enclosed herewith for your review. The following is a summary of my research. The facts regarding.Lot 5 are as follows: 1. Lot 5 on Plan Book 583, Page 71 contains upland of 48,679 square feet and contiguous upland of 43,565 square feet (per the engineers notations on the plan and the area used to calculate the shape factor). 2. Lot 5 is zoned Residence B and requires 43,560 square feet of upland. 3. The contiguous upland in Lot 5 exceeds the upland requirement of the Residence B zoning'district within which it lies. 4. Note #2 on the plan recorded in Plan Book 583, Page 71, indicates that "The purpose of this plan is to revise the interior lot lines to reflect the minimum requirement of 43,560 S.F. of contiguous upland." i John W. Kenney Attorney At Law Mr. Thomas Perry, Building Commissioner April 9, 2010 Page 2 Re: Lot 5, 208 Elliott Road, Centerville, MA Based upon the records at the Barnstable County Registry of Deeds and the Town of Barnstable Zoning Ordinance, it is my opinion that Lot 5 on Plan Book 583, Page 71 meets the requirements of Section 240-11 E of the Zoning Ordinance. It is my opinion that said lot, for zoning purposes, is a buildable lot. If you have any questions or wish to discuss this further, please do not hesitate to contact me directly. Very truly yours, �76htnW. Kenne , Esq. JWK/mmc Enclosure I BOOKS]J PAGE NOTES: M Jrl 10 A 4 47 % / PINE STREET I. WETLAND DELINEATION CONDUCTED BY NORMAN W. HAYES, PWIS OF THE BSC GROUP, INC. ON 1/12,15,17/2001 % a 02/27/02. AND APPROVED BY THE BARNSTABLE j Ct 3 CONSERVATION COMMISSION. (SEE ANORAD DATED �� /% o FEBRUARY 7. 2002 AND REVISED MARCH 19, 2002.) if N w �o2. THE PURPOSE OF THIS PLAN IS TO REVISE THE INTERIOR LOT LINES TO REFLECT THE MUPLA M REQUIREMENT OF LOCUS A 43.500.S.F. OF CONTIGUOUS UPLAND OF THE LOTS 3, THIS PLAN DOES REVIOUSLY APPROVE NOT REDUCE THE D BY THE BARNSTABLE TALE // �\ BLUN/F / v � DAVID J. BLUESTONE Ac PLANNING BOARD DEPICTED ON THE RECORD PLAN FILED N/F WILMA B. ROSENBERG v� CHARLES W. & / WF-200 yyF- WF-703 WF-2p4 MAP 248 FOR REGISTRY USE ONLY IN THE BARNSTABLE REGISTRY OF DEEDS IN PLAN BOOK ELAINE F. BUCKLER TRS / .iC __ PARCEL 57-5 499, PAGE 81 AND DATED DECEMBER 2, t993 � WF-205 MAP 228 / WF-C i� WF-2� LOCUS MAP: I CERTIFY TO THE BEST OF MY � PARCEL 197 � i % �� WF-2U1 �� WF-207 I PROFESSKNAL KNOWLEDGE, INFORMATION 4. LOT 7B IS ANON-BUILDABLE LOT. - -..Q��_ WP-208 I NOT TO SCALE LOT 7A IS TO BE COMBINED WITH LOT 68 TO FORM A BUILDABLE LOT / g�- AL "�� I AND THELLRULESAIANDS PLANREGULATIONSROF LOT 5A IS TO BE COMBINED MTN LOT 48 TO FORM A BUILDABLE LOT B TTO HE REGISTRY OF DEEDS- LOT 4A IS TO BE COMBINED WITH LOT 8C TO FORM A BUILDABLE LOT 1 r �8''f \AIL •• 5. THE LOCATION OF THE ZONNG LINE — ZONE RB A ZONE RC — SHOWAIL W AN • HEREON 15 BASED ON A PL PREVIOUS►Y APPROVED BY THE BARNSTABLE PLANNING BOARD DEPICTED ON THE RECORD PLAN FILED / �ryg05 fib* '� •` C1 m \ J w:. ! IN THE BARNSTABLE REGISTRY OF DEEDS IN PLAN BOOK / A y M \ WF-209 � ) :/ 499, PACE 8/ AND DATED DECEMBER 2, 1993 / 4/ , AL ??3 RF-100 RF-t01 ..�` -1r R Ba• \ EXISTING AL RF-102 \ 11► a CULVERT Ct /� RF-IQ..... 1 RF-14 __ RF-103 -209A / I / RF • ' •"- ••RF 1� N� PROFESSIONAL LAND SURVEYOR DATE >�/• RF-4 / RF-13 �� -2,0 KEVIN I & JUDITH CAMPBELL / ,...... RF-5 1`? RF_1 -1 2 LIMITS OF �. +�WF-21, AP 248 �........Q�........ 6 .. RF- ..•••.'•.� - RF-105'��•. �rL WF-212 PARCEL 57-9 \ / AL SHAPE AREA F_t ' WF_213 / N J� // WF-17 - WF-120 21 -23 0�'ir� A F 214 / /,�, /% ,� �, WF-,72 wF-,24 -, ,> . / PLAN OF ARI Y. ILOMAKI aUNG -18 .1 / 80.00' 'L' yyF_125 `_'_ WF-214A / TAMMURP 227a /` • Ak �` / 588.35'43•W p1P'r Seg. ---"K LAND PARCEL 139-1 / J& / \'WF- 26 �� 15 AIL WF-119 / o ,�k TW-11 / % WF-127 L Ak WF-118 ro \ RF-111 DH WF-116 -'17 1-�' v N \111;WF-128 �``�' RF.111 F-215 #208, 210, 212• 214 WF-11 d ���� m I OT 48 J \�YYF-129 ` r' _ ELL IOTT ROAD Q•/ r J \ \ WF-216 N/F g a+y4 \_WF-130 WF-113 ALIEN J. WwTE $ yh 1� tt� IN WF-1 / /208 ELLIOTT ROAD }"� \ \ VW-112 / DEED 9106/1 588'35'43'W c� \ WF-,31M1F-217 �` ,� CARL S. RIEDELL 60.00' O^ N/F IRON PIPE V _11 7 BARNSTABLE CONCRETECd1CgETE BOUND FOUND � � � \\ � �( WF-12 wF-11� MAP 248 �' ALLEN J. WHITE FOUND wF-132 1314 � MASSACHUSETTS BOLNND FOUND tP \` \ i PARCEL 57-3 /210 ELLIOTT ROAD \ -132 \ >`\ �� LOT 5 cn DEED 13383/12 N> IiF-118 WF-218 — �• d ? _1p J�j,. \ \y (BARNSTABLE COUNTY) t4 '0 299.4p_ - - - - - - ��� + MAP 248 4 v \ !N \ COMBINED LOT 5 d: LOT 48 a, 2• �'19' ✓11 %.� \\ WF-11 \ e TOTP.L AREA. 2.17t 14111SS PARCEL 57--4 ilt �/+ \ ELLIOTT ROAD NfBt07'30•E�102.48' y � �� \' \ TOTAL AREA 94.493t,S.F. LOT 4A g WF-135\ A1� / _ \ WF-108 WETLAND AREA 45.814t S.F. o COMBINED 1,78t ACRES SM7'30-W 197.04' — - - - - oA / ���•�1,WF-10\ UPLAND AREA 48,879t S.F. WF-t36 ��R 22. 2002 1- / MR-6 1�-7 WF-9 AL \ �� ni TOTAL AREA 77,862t SF \ W � SHAPE AREA 43,585t S.F + OONCRIM CONC11ElE /LOT 7B / % W-5 WF-8 /'� �� SHAPE FACTOR 21.87 WETLAND AREA 33,543t S.F. 3 BOUND FOUND T BOUND FOUND^ / �i % -4 WF-108,� \ 107 �� ea32, / WF-105 o `\ 10�� UPLAND AREA 44,112t S.F. n f SHAPE AREA 43,75pt S.F. WF13 • Ak `� SHAPE FACTOR 1105 r 20' cy N/F �?y ?> / / W-104 �` / REVISIONS: CHRISTIAN CAMP MEETING ASSOC. ?9b WF-103le ``�� 10' 6�� MAP 227 / '33' I NO DATE DESC. PARCEL 21 / WF-102 4CCF 3?F`��� m F 3 1, 1 1/7/02 REVISE LOT NUMBERS WF-101 �'� ����Ne e,1 ?e°?i`�� �' / T Iroe Pl !ANNING BOARD APPROVAL — / -� � Net LOT 6c 1 t\ jOT REQUIRED UNDER THE N� 4 z 215.5g, 16.p5• ' - N� S UBDIVISION CONTROL LAW N/F JOHN R. ALGER PAUL M. a #214 ELLIOTT ROAD LEGEND ^,"/ MARGARET A. WALSH y ej DEED 13383/11MAP 227 ��` _ ;u�;y / 3 27 PARCEL 23 ejb???y. PARCELMAP 222-1 o IIF BORDERING VEGETATED METLAND ^ / \ LOT 7A RF- PERENNIAL STREAM f, I / COMBINED LOT 7A & LOT 6BTOTAL AREA 1.2a* \ / m TOTAL AREA 55,888 ACRES 2� 1 AREA OF LAND TRANSFER �% 8 N - PREPARED FOR: WETLAND AREA 8,215t S.F. CARL S. RIEDELL \ LOT 78 FRANCIS W. BURKE NeS+ J UPLAND AREA 47,657t S.F. p� \ N NOT A BUILDABLE LOT MAP 227 ?» SHAPE AREA 43,598t S F y O M21 2 1 3 303/1 0 ELLIOTT ROAD _ _�-- J- --- BOSWORTH ASSOCIATES Qy P.O. BOX 685 SHAPE FACTOR 21.87u �w MAP 247 ' 1645 FALMOUTH ROAD, UNIT C ., TOTAL AREA 0.18E ACRES PARCEL 81-2 ?*�?O. rV PARCEL 256 r r IJ TOTAL AREA 7,377t S.F. 4 -1 �c � CENTERVILLE, MA WETLAND AREA BOOT S.F. � �T' LOT 8A g y m UPLAND AREA 7,077t S.F. h TOTAL AREA 1.393 ACRES '� 02632 = TOTAL AREA 60,381t S.F. d DA' IE: / / , • N/F WETLAND AREA 1,058E S.F. -A -p til ATAUE K. OSRIEN TR. 0 0 / MAP 247 le UPLAND AREA 59,322t S.F o a NOTE: NO DETERMINAnON AS TO COMPLIANCE MATH 3 i SHAPE AREA 52,363t S.F. / PARCEL 83 SHAPE FACTOR 16.68 0� TH ZONING ORDINANCE REQUIREMENTS HAS % Q N/F N ; BE N MADE OR INTENDED BY THE ABOVE W GRIM EH )ORSEMENT. KJULLIE RODGERS ss353?. � 04� g 657 Main Street,Unit 6 mTH w '� W.Yarmouth Massachusetts E i% LOCUS INFORMATION PARCEL 84 N/F 's78j y o / EM O� M. MOLLOY Q� 4� N/F 73 KAREN SOB 778 8919 MAP 247 CAROL DOANE STRADA / PARCEL 85 N/F n�� MAP 247 © 2002 The e5c Group. inc. / PLAN REFERENCE: PLAN BOOK 499. PAGE 81. DATED 12/13/93 / GEORGE P. do Ne PARCEL 98 c / ANN MCLAUGHLIN >3>•�e.w SCALE: 1' 40' % ZONING DISTRICT-. RB M 24 0 5 10 20 yaw o' % SETBACKS: FRONT 20' 1! 0 20 40 90 .m PARCEL 86 % SIDE 1O' MICHAELF J. do 9e• FOUND DPPPE k REAR 10'ofDOROTHY J. CICHONSKI I MINMWM LOT SIZE: 43.560 S.F. MAP 247 N/F PROD. MGR.: C. FIELD MINIMUM FRONTAGE: 20' / LOUIS J. de PARCEL 87 / FIELD: D. GAZZOLO / D. BROWN / NICULETTA METAXAS N/F CALC./DESIGN: K. HEALY / OVERLAY DISTRICT: AP, 'AP JOHN P. do % MAP 247 % PATRICIA J. FELTCH TRS \ DRAWN: K. HEALY PARCEL 88 MAP 247 CH ECK: C. FIELD FEMA FLOOD ZONE "B" a "C" AS SHOWN ON COMMUNITY F /% ZONE DISTRICT. 250001 0008 D DATED JULY 2, 1992 PARCEL 89 FILE: 4824301/8243ANR3.DWG > % ANEL DWG. NO: 5346-09 JOB. NO: 4-5243.01 SHEET 1 OF 1 I - C9ylaXa �/Z S PINE STR EET T I S T REVISIONS: "Sr LOCUS INFORMATION � N0. DATE DESC. cc � D — o CURRENT OWNER: MICHAEL J. DACEY, TRUSTEE OVERLAY DISTRICT: AP J ELLIOTT ROAD REALTY TRUST W NITROGEN SENSITIVE TITLE REFERENCE: BOOK 17232 — _ PAGE 297 , ZONE: NOT A ZONE II — PLAN REFERENCE: 583/71 FEMA FLOOD r ZONE DISTRICT: "B & C" . — LOCUS ASSESSORS MAP: 248 o ASS r PANEL #250001 0008 D Dv PARCEL: 57-3 DATED JULY 2, 1992 N MINIMUM LOT SIZE: 43,560 S.F. ZONING DISTRICT: RB SETBACKS: FRONT 20 s TOTAL AREA = 94,4932t S.F. SIDE 10' REAR 10' ' OR 2.17f ACRES gfly�R WETLAND AREA = 45,814t S.F. I� Vj UPLAND AREA = 48,679f S.F. DESIGNATED OPEN SPACE AREA = 81,565f S.F. LOCUS MAP - '' REMAINING AREA 12,928t S.F. (13.77* 1 CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE NEEWW FOUNDATION HAS N STRUCTURE AS DETERMINED BY STEP DowNs IN THE INSTRUMENT SURVEY AND AS SHOWN ON EXTERIOR WALLS To THIS PLAN ARE CORRECT. ALLOW A WALK—OUT AT THE REAR OF THE BUILDING Y ' N/F �y�t►OF CHARLES W. & ELAINE F. BUCKLER TRS $� CFlAIG H MAP 228 No.380 �L3fto PARCEL 197 �o / O N35•54 RQAO \ \ PR010tSSIONAL LAND SURVEYOR DATE 59 ��� l -r \ \ � •. \ R, S8 ss\ FOUNDATION Alk �ESTRICTED NHESPAS—BUILT PLAN \ 'AREAAT \ \ \ \ \ #208 \ \ \ \ N/F ELLIOTT ROAD MICHAELMA DA\CE 248 Y '��\ \ \ \ \ IN \ \PARCEL, 57-3 \ }' . \ . - LOT- - \ k : =___- - -- \-- -_ - -- --- _v171 A—E �LLE TOTAL AREA 94;493f S.F. \� OREN SP�E 81,565t S:F \ o \\ \ �•, MASSACH USETTS N \ \ . \ \ \ (BARNSTABLE COUNTY) z (D \ 0 N SPACE \ \ \ ` w N w o R\ \ \ \ NHESP \ \ APRIL 23, 2010 RESTRICT \ \ \ REA ci AP SET \ ! \ \ •'. 110 \ z \ \ PREPARED FOR: ww in 14.0 � ON PIPE /CAP SET \ \ • BAYSIDE BUILDERS, INC. a •6' s.4 \ {: •. JOHN BOWES z WOUT \ \ 3 BAYBERRY SQUARE w 56.5' 'o1 208 4.0^ \ \ CEN TER VI LLE, MA 02632 NEW c w I I 4.0FOUNDATION CA o �- 4.'' TOF=39.1 N 2.0cd .N NEW o I \ \ . BSC N GARAGE N q Ntp \ \ . -o` CP. oo. ` 349 Route 28,Unit D 22'0' 6 `A�= \ �" \ \ ,` West Yarmouth, Massachusetts - ��E 02673 S24'04'28"W 60.00' IRON PIPE 508 778 8919 43.,1, /CAP SET oo .�� E , Q 2010 The BSC Group, Inc. .."'i 16.38 40 WIDE SCALE: 1" = 30' EASEMENT �' S433S�p), j4. 0 3.75 7.5 15 mom 0 15 . 30 60 MT N/F MICHAEL J. DACEY TR. PROJ. MGR.: CRAIG FIELD oQ MAP 248 FIELD: P. HAGIST PARCEL 57-4 IRON PIPE LOT 4A CALC./DESIGN: K. HEALY a, /CAP SET :,` TOTAL AREA 77,862t S.F. DRAWN: P. HAGIST m OPEN SPACE 62,396f S.F. CHECK: CRAIG FIELD v' x FILE: 4824302-208-ABF.DWG #212 Ln DWG. N0: 5346-05 LIMITS OF NHESP SHEET 1 OF 1 RESTRICTION / JOB. NO: 4-8243.02 65'-6" u 14'-6" `v II I II I 1 II 111 7 -3II 6 -0 14 -q 8 -q i T-3° a co N N ~ x ILD 3 x 3 3 ~ m �. `, in Ilk,M ---_ - _ ! 3"STD ,� � -- _ r O ~ PKT TYP. w m ^ 2668 - W SEA a Y ' 13'-8"x 15'-10" O — A: 1 2n MEDIA LOFT BEDROOM #3 ' X t . _ 2 OAK OAK : 14'-10" 14'-4" 1 i '-2"x 17'-6" BEDROOM #2 s ry 3 ry w OAK �/ ��� F/LPH W TV 31.1 F/L � 2668 1 --- — __ __ ------- DATA U --- - - -- -- , -- ---- --- 14'-1 " 12 -5 1/2 /2 i --=-- _- ----_-__ - ---- , ---- --—----— _ Irv I _ al , -- —— R R MM — ACCESS �. � o -d — ---- = LU DOOR 2668 0 O 11'-6 I/2n I- A�.. 6'-loll ALARM IL OAK m --- — — s GNERRY q, �q KE PAP Ijk CID NOSING -- - - < F/ N LINEN ATH #;: ADDITIONAL 264 50 FT -- --- m ® R z 21 4n T---- TA " TILE o TW 244 -- ---- R HOME OFFICEFAFIL ' -( - -�}- ---- -- —_ TILE` v--- - 2668 3 1/8"x " - - -- —- — -- W ---------- — - q 8 -6 -- - SHELF Q N _—.- - -—_--- a :=' 3 STD — - =-- -' OPEN TO - - - PKT TYP. o o o . FOYER BELOW - -- --- -- -- - Z — tu ON z to I OPEN TO—�) .,, . . I BELOW I �/ - --- - w o —----- -- - — o X =X I I - ---- --- --- - - — - co co 4 co co CV to N to tf1 N N sr V V N r x X X J 5-E _ - - FI FIRST 'FLOOR PLAN °° u � a w N tI N U N t( U N u N U N 6'-7" 6'-7" 4'-6" W-7 1/2" 14 4'-4 1/2" 14'-6" cl'-10�1 13'-2n 6'-0" III—oil III—Oil 22'-0 SHEET 72'-0" 10719 SO FT SECOND FLOOR PLAN J08: 100 DRAWN BY: Kt^ -- -- sr-ALE: 1 " 0 LE: /4 1'- " --_ __-_ __-- __REVISED: _10/12/10 DATE: 6/5/.