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HomeMy WebLinkAbout0035 TRINITY PLACE „� :. � .� .. � _ , ,. .: >• ._ Ar � e r::�. t ... '. .. .. :.... �rt, .: o f ” � �' ,, _° ° IA o .. � o Town of Barnstable Building MRIMA [Post This Card So That it is Vis�ble.From,the Street Approved Plans Must be Retained on Job and-this Card Must be Kept WA Posted Until Final Inspection Has Been IVlade irermit u Where'a_Certificat e of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made Permit No. B-19-987 Applicant Name: James Curley Approvals Date Issued: 03/28/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 09/28/2019 Foundation: Location: 35 TRINITY PLACE,CENTERVILLE Map/Lot. 248-010 Zoning District: RC Sheathing: Owner on Record: OBRIEN,SHIRLEY A TR Contractor'Name i-JAMES P CURLEY Framing: 1 Address: 35 TRINITY PL � Contractor Lcense CSSL-099138 2 CENTERVILLE, MA 02632 , Est Project Cost: $4,300.00 Chimney: i Permit Fee: roof shingles. 35:00 Strip and re-roof 12 square of asphalt oo $ Description: S p g P q P Insulation. Fee Paid: $35.00 Project Review Req: Final: Date. 3 28 2019 Plumbing/Gas Rh Plumbing: Rough g Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is.commenced within`six months`after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough.Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ." Service: 1.Foundation or Footing ,. Rough: 2.Sheathing Inspection -„-- 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). -Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �lNL=. -JE Final: Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 - Tel: 508-398-0398 Fag: 508-398-0399 I 4/13/18 Brian Florence CBO Town of Barnstable Building Division 200 Main St. :a Hyannis,MA 02601 `' CD x, RE: Insulation Permit 18-243 w 1 rn Dear Mr. Florence: This affidavit is to certify that all work completed for 35 Trinity Place, Centerville has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey -I Town of Barnstable ` 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-243 Date Recieved: 1/25/2018 Job Location: 35 TRINITY PLACE,CENTERVILLE Permit For: Building-Insulation- Residential Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CSSL-102776 Address: West Yarmouth, MA 02673 Applicant Phone: (508) 398-0398 (Home)Owner's Name: OBRIEN,JOSEPH& SHIRLEY Phone: (508)775-0004 (Home)Owner's Address: 35 TIUMTY PL, CENTERVILLE,MA 02632 Work Description: Add R-37 cellulose and R-19 fiberglass to the attic.Add R-19 fiberglass and 2" rigid insulation to the basement. Dense pack the walls with R-13 cellulose.Air seal the attic plane and basement with expanding foam. General weatherization. t--4 --f O O va Total Value Of Work To Be Performed: $5,000.00Cn Structure Size: 0.00 0.00 0.491 w Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.;officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subjectof this application or the authorized agent of the property owner and have been authorized to make this application. Iunderstand that when a permit is issued,it.is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: William McCluskey 1/25/2018 (508)398-0398 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 1i25n018 $35.00 1XXXX-xioac-roc- Credit Card 0299 Total Permit Fee Paid: $85.00 1/25/2018 $50.00 XXXX-XXXX-XXXX-, Credit Card 1 0299 - _ ` f ' Town of Barnstable *Permit# Expires 6 months fram issue date ,r. PERMIT, Regulatory Services Fee ' Thomas F.Geiler,Director . NV) � s g Buildin Division �K, 6111�`6 ��� OF BARNS` ABLE. . Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable,ma.us Office: 508-862AO38 - Fax: 508-790-62 30 - EXPRESS PEPAUT APPLICATION - RESMENT AL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address ��✓ �I r��y� Flue ` ��.I � [Residential Value of Work •.�lJ Minimum fee of$25,00 for work under$6000.00 Owner's Name&Address 3G I-t(ot-W P1 ac e, aMe-N I �1 Contractor's Name �lM°"L-� ' I Telephone Number -1 9 0 {{ Home Improvement.Contractor License#(if applicable) Construction Supervisor's License#(if applicable) j O J ❑Workman's Compensation Insurance ChSpk one: ' am a sole proprietor ❑ I am the Homeowner El I have Worker's Compensation Insurance Insurance Company Name Worktnan's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) [�Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping, Going over' existing layers of rood ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value, (maximum.44) *Where required: Issuance of this permit does not exempt compliance with'other town department regulations,i. .Historic,Conservation,etc. ***Note:• Property O t si perty Owner Letter of Permission. copy of e Ho e I prove ent Contractors License is required. SIGNATURE: _ Q:Forms:expmtrg Revise061306 � `ofYHE, o Town of Barnstable: Regulatory Services $ BARNSTABLE, +' r$ -AIA 9 Thomas F. Geller,Director ATFD �A Building DI-vision Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 WTVV-town.b arnstable.ma.us office: 508-862-403 8.. . Fax: 50B=790-5230 Propey Owner Must Complete and Sign TM Sectori If Using A Builder as Owner.of the subject ro e -�^ P P rty . herebyauthorize to act on m . y behalf, in all matters relative to work authorized by this building permit application for: ZGT(ihl Plae • NAtm (Ad ss of Jo ) X �, Signature of r Date girl-� Q"�ro� ,. • Q:FOKMS:OWNFMERMlS SJON . t The COMM onwearth ofMassachusetts .Department of Industr1alAecidents Office afInvestigations 600 FVashington Street Boston,AM 02111 ' www.m ass.gov/dra . Workers' Compensation Xusur�mce.Affidavit: Builders/Contractor s/Elecfricians/PIumbers • A licant Information �"p Please Print Le 'bI Name (Business/Organization/hdividual):2. � Address: ,lJ V�7�• .�J 1 , City/State/Zip: n�s, ,V ►�" oau Q I Phone.#: -I O F employer? Check the appropriate pp priate box: . T e employer with 4. ❑ I am a general contractor and I of protect(required).• ees (full and/or part.time).* have hired the s'ub-contractors 6• El New construction'sole proprietor or partner- listed on the•attached sheef7. ❑Remodeling d have no employees These sub-contractors have Demolition g forme in any capacity. employees andhave workers'rkers' comp.insurance comp.insurance.#' 4• ❑Building addition d.] 5. ❑ We.are a corporation and its 10.[]Electrical repairs or additions '3.❑ I am a homeowner doing all work officers have exercised their 11.• Plumbing _ ❑ g repairs or additions myself [No workers comp. right of exemption per MGL eP insurance required-]t c. 152, §1(4),and we have no 12• toof repairs employees. [No workers' -•13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fin out the section below sbowing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they Oro doing all work and tbcn hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additionalslard sbowing the niunc of the sub-contractors and state whether ornot those entities have employees. If the sub-contra ctors have eorployccs,they must providt:their workers'comp.policy number. I am an employer that is provlding workers'compensation insurance for my employees information. BelaW is the.policy and job site "Insurance Company Name.- Policy#/or Self-iris.Lic.#: Expiration Date:. Job Site Address: City/State/Zip. Attach a copy of the workers' Compensation.policy declaration page(showing the policy number and e Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of c 'r�penalties puratron date), fine lip to S 1,500.00 and/or one-year imprisonment, as well as civil penalties mi the form off a STOP WORK ORDER and a of of up to$250.00 a day against the violator. Be advised'that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance covers e verification. I do h ' :rude he p ns•an ern ties ofperjury that the information provide ab p vers true and colrect. Ste 1 ture: , G 10 a - Date: ' Phone #: -- Official use only. Do not write in this area,Yb be completed by clty ar town official City or Town: Permit/I icense# Issuing Authority(circle one): J.Board of Health 2.$uiIdingDepartment 3. City/Toym Clerk 4.Electricallnspector 5.Plumbing Inspector 6."O they Contact Person: Phone#: i� Bea�o�1�(�t�"nQ�egu a io�a� dffiles r License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 124310 One Ashburton Place Rm 1301 Expiration: 6/1/2011 Tr# 284683 Boston, Type: Individual Ma.02108 James Curley' James Curley 287 Fuller Rd. Centerville,MA 02632 Administrator - alid without signature . - D Public Safety Nlatitiachusett5 Department of Ph, Board of Building Relrulations and Standards �. Construction Supervisor Specialty.License ` Licenser CS SL 99138 K� Restricted.to: 'RF,WS' x JAMES CURLEY 287 FULLER ROAD CENTERVILLE,:M_A 02632) I' i do n: 1/28/2 1 o 'Expiration: 0 2 F, ... Commissioner Tr#: 99138 s Board of Building Regulations and Standards License or registration valid for individul use only . HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Regis t_rationr_a_24310 Board of Building Regulations arfd-Standard-s----`--- Expiration 5%1/2009 Tr# 130873 One Ashburton Place Rm 1301 _r-Type vidual Boston,Ma.:02109 James Curley =_ James Curley = _ } 287 Fuller Rd. Centerville, MA 02632 Administrator Not'Valid without ure _ t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2� Parcel 10 Permit# i Health Division P a o CG�� Date Issue A0 L Conservation Division � � 4JC6__ Fee Z . ,S�b Tax Collector d u Application Fee ' Treasurer Planning Dept. Y ING SEPTIC SYSTEM Checke ir� y it LIMITED T® iz�i Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Wo 1'r Project Street Address .3�J 7r I L A01 ;I Village �pa75,ru► L 1".0 / Ownerrr�irTy 4�ck �1Dmi � rus7 Address l�'lnPil+/ �� � �nr flr'Uf[L'p Telephone v O.2 '�1 = C)Q 0 q Permit Request 9,q y'a m e 13 ry ez w-A p c. Square feet: 1st floor: existing--I; proposed 2nd floor: existing _ Proposed Total new�rA;t�e Valuation oning District Flood Plain Groundwater Overlay Construction Type p nd1 Lot Size bLz Grandfathered: AYes ❑ No If yes, attach supposing docamentatio0n. µ Dwelling Type: Single Family Two Family. ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes No On Old King's High'ay: ❑Xe's No Basement Type: %Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) �V�� Basement Unfinished Area(sq.ft) v n' Number of Baths: Full: existing new Half:existing N-)-e new -- r Number of Bedrooms: existing new N Total Room Count(not including baths): existing new First Floor Room Count,�_q- I ; Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air: ❑Yes )l No- Fireplaces: Existing off_ New Existing wood/coal stove:`❑Yes No Detached garage:)9 existing ❑new size d Pool:❑existing ❑new size Barn:❑existing ❑new size \ttached garage:❑existing 'd new size 06 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ANo If yes, site plan review# Current Use Proposed Use i Wka4,,L 0_0 Ck `BUILDER INFORMATION UU , r Name C' Telephone Number y Address q Pic Air S License# ( 7 M1. Home Improvement Contractor# L2 9 u ' rJ.s 1 �)�PN pa,,S Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY ,r. 6 r � i PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. `. `< ' q _• ADDRESS -' _ VILLAGE i OWNER , DATE OF INSPECTION: - FOUNDATION lam\ 2-1,3 FRAME LS' COI�t1(@ INSULATION O �SY3)64 3 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL, - GAS: ROUGH FINAL " FINAL BUILDING r DATE CLOSED OUT _ ASSOCIATION PLAN NO. t i r ' • r t , BAAWrAB14 Town of Barnstable Zoning Board of Appeals. Decision and Notice Appeal 2005-111 Trinity Place Nominee Trust Variance-Section 240.13 E Bulk Regulations-Front,Rear& Side Yard Setback Requirements Seeks to build an attached garage,breezeway,and deck partly within the required setbacks. Petitioner:' -Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust Property Address: 35 Trinity Place,Centerville,MA Assessor's Map/Parcel: Map 248,Parcel 010 and a portion of Parcel 011 Zoning: Residential C Zoning District Background &Relief Requested: In Appeal 2005-111, the applicant is seeking to expand an existing single-family dwelling with an.addition of an attached 676 sq.ft. two-car garage,224 sq.ft. breezeway and an open air deck of 196 sq.ft. The proposed location of the structures infringe into the required 20-foot front and 10-foot side yard setbacks. • The garage structure is to be situated 18.75 feet from the front property line and 5.25 feet from the rear property line. An infringement of L25 feet into the front yard and 4.75 feet to the rear yard setback. • The breezeway is located 5.90 feet from the side property line. An infringement of 4.01 feet. The deck, which is an extension of the existing deck, infringes 4.01 feet. The applicant, Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust,who owns the property has requested a bulk variance to the required front, side and rear yard setback for the district to permit the structure to be added to the home. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on October 18, 2005 A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened November 30,2005, at which time the Board found to grant the variance subject to the conditions herein. Board Members deciding this appeal were,Daniel M. Creedon, Randolph Childs,James R.Hatfield,Jeremy Gilmore, and Gail Nightingale,Chairman 'Attomey John R. Alger represented the.applicant Shirley A.O'Brien,.as Trustee of the Trinity Place. ` Nominee Trust who was also present'at the hearing. Mr.Alger cited the proposed expansion would.be a minor infringement into the required setbacks..He clarified that the property is zoned Residence C.and that the required front yard setback is.20 feet and the side and rear yard setback requirement is 10 feet. Mr. Alger stated.that the reasoning.for the variance lies in the configuration of the lot as an"L"shaped lot. He noted the lot was increased in area by the grant of a prior Variance 2004-156. There is no.more option to increase the size of the lotand the applicant now seeks to develop:an attached garage. Mr.Alger noted that the proposed expansion would only be a'one-story structure-and not out of character from the existing structure and not intrusive to the neighborhood. He cited that some 13 letters from all of the abutters were submitted in.support of the granting of the variance. Mr. Alger reviewed the area to be. added and"summarized the variance conditions as being the shape of the lot and the existing location of the dwelling on that lot. Public comment was requested and no one spoke in favor or in opposition to the request.:The Chairman noted that letters of support had been entered into the file from;. Margot&David Carey, 249 Pine Street, and own of Lot 2 Trinity Place,Shirley A.O'Brien,.35 Trinity Place,Mary K. O'Brien,44 Headwaters Road, Steven and Barbara O'Brien,263 Pine Street,Robert C. O'Brien, 54 Headwaters Road,Stephen B. O'Brien,Jr.Pres, O'Brien's Insurance Agency, Joseph M.and Elizabeth J. O'Brien,65 Trinity Place,Kevin and Kelly O'Brien, 64 Trinity Place,Lois A. and Robert F.:Cross,III,76.Headwaters Road,Timothy and Kathleen Flaherty,54 TririityPlace,Elaine J. Childs,214 Pine Street,Beverly T.Joyce,71 Childs Street; Anne S.Bwel, 283 Pine Street, and Mark T.O'Brien,Lot No. 6 Trinity Place. Findings of Fact- At the hearing of November 30,2005,the Board unanimously made the following.findings of fact: 1. Appeal 2005-111 is that of Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust, seeking a Variance for property located as shown on Assessor's Map 248 as Parcel 010 and a portion.of Parcel 011, addressed 35 Trinity Place, Centerville,MA 02632 in a Residence:C-1 Zoning District. The variance is being requested to Section 240-13 E Bulk Regulations-Front,Rear&Side Yard Setback Requirements. The applicant is seeking to build an attached.26' x 26' garage with a 14' x 16' breezeway and 14' x 14' deck to the existing single-family dwelling and requests relief from the required setbacks. 2. The applicant is seeking to expand the dwelling with additions. The location of which infringe into the required 20-foot front-and 10-foot side yard setbrackas 'The garage structure is to be situated-lam 8 75`feet from the front property line on Trinity Place and-5)25,feet from the rear property line. An.infringement of 1.25 feet into the required front yard setback and+4'75-feet into the rear yard setback. The breezeway is located 5.99 feet from the side property line. An infringement of 4.01 feet.The deck, The an extension of the existing deck;-aligns with the breezeway and it too infringes 4.01 feet. 3. In consideration for the.Variance,unique conditions in the shape of the lot exist that affect the locus but not the zoning district in which it is located. A literal enforcement-of the provisions of the Zoning Ordinance would.involve substantial hardship, to the petitioner as that land area recently added to the lot would be unusable. 4. This relief may be granted without substantial detriment to the public good or neighborhood and without nullifying or substantially derogating from the intent,or purpose of the Zoning Ordinance. Decision: Based'on the findings of fact,a motion was duly made and seconded to grant the variance to Section 240-13 E Bulk Regulations to-perrn t an-attached 26'x 26' two-car garage-witha-l4' x-16'-breezeway-and 141x_14' `deck:to•be-added_o-the=existing_dwellm Jmfr-ingirig-into'the_requiredTfront, side:ana ar_yard-setbacl s subject to all of the following conditions. 1. The location of the additions shall be as shown on the proposed site plan submitted to the Board and entitled"Certified Plot Plan located in Barnstable(Centerville)", dated WagW17,2005 asdrawn liy ._ c_Edward-Kelly,Professional-Land-•Surveyor. 2. The addition to the existing structure shall be as presented to the Board in plans entitled O'Brien Residence 35 Trinity Place Centerville,.MA"as drawn by.Quality Construction Corp,dated 11/21/05 and consisting of 4 sheets. . 3. The existing deck and proposed deck expansion shall not enclosed nor converted to habitable area. 4. This addition shall be considered full build-out of the subject lot. There shall be no further expansion of the structures located on the property without permission from this Board: 5. Construction shall comply with all applicable Building,health and fire code regulations: 6. During all stages of construction, all vehicles,equipment and materials associated with the construction shall be required to-be located on-site. At no time will any parking, storage or construction materials or. items be permitted on neighboring property without permission of the property owner nor shall it be permitted in the right-of4ay of Trinity Place except as required for utility,landscaping and paving. 7 All mechanical equipment%air_conditioners,electri g'erierat rs,etc[)shall.be-located so as.tto.c_onform.to` the required setbacks for the district and screened from neighboring homes and the public right-of-way. J 8.. This decision must be recorded at the registry of deeds and a copy of that recorded document submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit is issued. The relief authorized must be executed within one year of the grant of this permit.The vote was as follows: AYE: Randolph Childs,James R. Hatfield,Jeremy Gilmore, Daniel M. Creedon, Gail Nightingale NAY: None Ordered: Variance 2005-111 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision mustbe exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the. date of the filing of this decision, a copy of.which mu t be,filed in the office of the Town Clerk. P G l C.Nightingale.Chairm4 Date Signed I,.Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,'ne_reby certify that twenty.(20)days have elapsed since the Zoning Board of Appeals filed this decision ard.that no-appeal_; of the decision has been.filed ink e of of the Town Clerk. . t1- Signed and sealed this day O" un er' the pains an penalties of perjury.. Linda Hutchenrider,Town Clerk 3 f a .Proofi of Publicati on, TOWN OF BARNSTABLE ZONING BOARD OF APPEALS NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE NOVEMBER 30, 2005 .To all persons interested in, or affected by the Zoning Board of Appeals under Section . 11,of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendments thereto you are hereby notified that: 7:00 P.M.Trinity Place Nominee Trust Appeal 2005-11,1 Shirley A.O'Brien,Trustee of the Trinity Place Nominee Trust,has applied for a Variance to Section 240-13 E Bulk Regulations—Front,Rear&Side Yard Setback Requirements.The applicant is seeking.to build an attached 26'x 26'garage with a 14'x 16'breezeway and 14'x 14'deck to the existing single-family dwelling and requests relief from the required setbacks. The subject property is located as shown on Assessor's Map 248 as Parcel 010 and a portion of Parcel 011.addressed 35 Trinity Place;Centerville,MA 02632 in a:Residence C-1 Zoning District. 7:15 P.M.Giatrelis Appeals 2004-126 Anew Stephen J Giatrelis and John D.Giatrelis have petitioned the Zoning Board of Appeals for a Variance to Section 3.1.1(5)Bulk Regulations,Minimum Lot Area,Minimum Lot Width, Minimum Side Yard Setback,and Minimum Front Yard Setback to permit the reconstruction of an existing single-family dwelling on a pre-existing non-conforming lot.The property is shown on Assessor's.Map 266 as Parcel 00.3. addressed 9i Ocean Drive,West-Ryan- nisport,MA in a Residence D-1 Zoning District. 7.15 P.M.Giatrelis - Appeals 2004.127 Anew Stephen J Giatrelis and John D.Giatrelis-have applied to the Zoning Board.otAppeals for a Special Permit pursuant to Section 4-4.3(2)Nonconforming Buildings or Structures Used as a Single and Two-Family Residences toallow for substantial remodeling/redevelopment of a single-family dwelling on a non-conforming lot.The remodeling/redevelopment will not conform to the requirements of the district in terms of side and rear setbacks.The prope rty is shown on Assessor's Map 266 as Parcel 003, st Hyan addressed 91 Ocean Drive,We nisport,MA in a Residence D-1 Zoning District. 7:15 P.M.Giatrelis Appeal 2004-128 Anew Stephen J Giatrelis and John D.Giatrelis have applied to the Zoning Board of Appeals,for Special Permit Findings under MGL Chapter 40A,Section 6 to permit the reconstruction of an existing 5-bedroom non-conforming single-family dwelling on anon-conforming lot. The property is shown on Assessor's Map 266 as Parcel 003,address non- Ocean Drive, West P.M.Sport MA in a Residence D-1 Zoning District. 7:30 P.M.Stewart -Appeal 2005.112 . Sheldon F. Stew art art has ap plied i ed for p aVariance Front Yard Setback.The applicant seeks a va ance to Iion con tru0ct a single a almily residence property is located as shown on Assessors Map 19 17.5 feet from Shootflying.Hill Road where a thirty-foot setback is required.The subject 3 as Parcel 076,addressed 19 Johnson Lane,Centerville,MA in a Residence D-1 Zoning District. 7:45 P.M. Brooks Appeal 2005-115 Terrance M. and Janet L.Brooks have applied for a Special Permit pursuant to.Section 2.40-91 H(2)Nonconforming Lot.,The applicant seeks to demolisfi and rebuild a new single family dwelling on a pre-existing,nonconforming lot.Thesubjectlishan re is locatedasshown on.Assessor's Map 319 as Parcel 044 and addressed 15 Harbor View Road,Barnst - MA in a Residence B Zoning District. able, These Public Hearings will be hel MA, Hearing R d at the Bamstable Town Hall,367 Main Street,Hyannis, oom,2nd Floor,Wednesday,November 30, 2005. Plans and applications may be reviewed at the.Planning Division,Zoning Board of Appeals Office,Town Offices,. 200 Main Street,Hyannis,MA. i Gail Nightingale,Chairman. . Zoning Board of Appeals The Barnstable Patriot November 11 and November 18,2005 Mappar . Ownerl Owner2 Address 1 Address 2 City State Zip Country 229102 WILLIAMS,DOUGLAS L&NANCY 222 PINE ST CENTERVILLE H MA 02632 229124. WILLIAMS,NANCY H TR %WILLIAMS,DOUGLAS L TR 222 PINE ST CENTERVILLE MA 02632 248003001 GOMES,GARY.A&JANE B 223 PINE ST CENTERVILLE �MA �01632 USA 248003002 SHIPMAN,MICHAEL J&ELOGY M 213 HINCKLEY HYANNIS MA �02601 ` RD _ 248003003 EWING,THOMAS R I &REGINA 241 PINE CENTERVILLE MA �02632 USA STREET 248005, CAREY,DAVID R&MARGOT O TR S 229 NOBSCOT ISUDBURY MA 01776 USA RD a 248006 OBRIEN,SHIRLEY A TR TINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE MA 02632 248008 OBRIEN,JOSEP H M JR& 7r —RIEN,ELIZABETH J 65 TRINTY CENTERVILLE MA �02632 JUSA PLACE _ 248009 �CAREY,DAVID R TR CAREY REALTY TRUST 229 NOBSCOT �SUDBURY MA 01776 USA RD 248010 JOBRIEN,SHIRLEY A TR TRINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE MA 102632 248011 OBRIEN'S CENT INS CO P O BOX 610 CENTERVILLE MA. 02632. USA 2412 �OBRIEN,STEPHEN B&BARBARA 263 PINE ST CENTERVILL80E �MA �02632:; USA 7 . 248013 CHILDS,ELAINE J 214 PINE ST CENTERVILLE �MA �02632 USA 248014 RIXON,JEFFREY H& RIXON,M J TAYLOR 8 CHILDS CENTERVILLE MA IQ2632 USA STREET 2480I5 SCOVIL,DAMES S&DIANE R 20 CHILDS ST CENTERVILLE MA �02632 USA 248016 FLANSBURG,CHARLES M& FLANSBURG,BEVERLY D 53 MONROE RD E DOUGLAS MA �01516 USA 248241 MAREGNI,KAREN P O BOX 434 CENTERVILLE JMA 102632 USA 248279 OBRIEN,MARK T 35 TRINITY PL CENTERVILLE �MA 102632 JUSA -48- FLAHERTY,TIMOTHY J& 54 TRINITY PL CENTERVILLE MA 102632 KATHLEEN A 248281 OBRIEN,KEVIN R&KELLY A 64 TRINITY CENTERVILLE �MA �02632 USA PLACE Thursday,November 10,2005 ------ Page 2 of 3 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 229102 WILLIAMS,DOUGLAS L&NANCY 222 PINE ST CENTERVILLE �MA 02632 LI 229124 WILLIAMS,NANCY H TR. %WILLIAMS,DOUGLAS L TR 222 PINE ST CENTERVILLE MA 02632 248003001 �GOMES,GARY A&JANE B 223 PINE ST CENTERVILLE NIA 02632 USA 241113102 SHIPMAN,MICHAEL J&ELOGY M 1213 HINCKLEY HYANNIS MA 02601 RD 248003,003 JEWING,THOMAS R L SR&REGINA 241 PINE CENTERVILLE MA 02632 USA STREET 248005 CAREY,DAVID R&MAR GOT O TRS 229 NOBSCOT SUDBURY A�MA776 USA RD 248006, OBRIEN,SHIRLEY A TR TINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE .. MA 02632 . 248008 �OBRIEN,JOSEPH M JR& OBRIEN,ELIZABETH J 65 TRINTY CENTERVILLE MA 02632 PLACE 248009 ICAREY,DAVID R TR CAREY REALTY TRUST 229 NOBSCOT ISUDBURY MA �01116 ' USA RD 248010`: OBRIEN,SHIRLEY A TR` TRINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE IMA 02632 1248011 JOBRIEN'S CENT INS CO P O BOX 610 CENTERVILLE MA 102632::]USA 248012 JOBRIEN,STEPHEN B&BARBARA 263 PINE ST CENTERVILLE MA 02632 USA 24,8013` CHILDS,ELAINE J 214 PINE ST CENTERVILLE MA 162632 USA 248014 RIXON,JEFFREY H& RIXON,M J TAYLOR 8 CHILDS CENTERVILLE �MA 02632 USA - STREET 248015 SCOVIL,JAMES S&DIAN&R 20 CHILDS ST . CENTERVILLE IMA . 02632 USA 248016 FLANSBURG,CHARLES M& FLANSBURG,BEVERLY D . 53 MONROE RD E DOUGLAS MA. 01516 USA 248241 MAREGM,KAREN P O BOX 434 CENTERVILLE MA 02632 USA 248279 OBRIEN,MARK T 35 TRINITY PL CENTERVILLE MA 02632 USA 248280 FLAHERTY,TIMOTHY J& 54 TRINITY PL CENTERVILLE MA 02632 �KATHLEEN A 781 OBRIEN,KEVIN R&KELLY A 64 TRINITY CENTERVILLE MA 02632 USA PLACE Thursday,November 10,2005 ----- Page 2 of 3 v, z � . - eXISfm HOI15E I 1E01011V ADDITION _ } qq ®® ' 9-0 - to - .. W V TITLE PAGE NOT TO SCALE aa, , . CAP Pc51 ns cn AREAS SQUARE FOOTAGE II GENEK/V NOTES f v�w< NIA . eX5mc,Pea II FWFL-6eO Pea. O ZW FLCGR/ffJi r 1 ' W� ..11 _� xorxr GONG ROOM U 101.RNfHRMNEA\ II - ' °DO Nf7f SCiLE iN:DRAN1NG5 C.Aas WCGV"EN DECKS pAL,E INM U -�� a'e I. ittLE PPCE . ,-g• 2. •FRONT&MAR ELEVAflON5 - '""'"®'"" 3.. FLOOR PLAN-LEFf&RILNT ELEVAf" PeoPO iev SIRf%NOOM. - 4.. EYJSTING FLOOR PLAN5&1a055 5EcfION5 FOl&d MON PLAN 6. 8: iMPUKiANT 9• 1 my l-JqTPllr.TIQMTHAT INCREASES LIVING SPACE 10, :IpnNn 1200 S0.Fr..PER LEVEL MAY REQUIRE THE _ — . •� II. INSTALLATION OF ADDITIONAL SMO DATE OF FINAL 15511E W — 12.. c OYD PO HpERIg . FWPO%P uArna °""""'"°'°°"�°"'O'°"' 13. 11/21/09 I;Tnmcc n T C70R5-THE ELECTRICAL 12/5/05 _ m r W�.oa 14• IT DOES NOT SATISFY THIS REQUIREMENT. 19. ��• I I •.•,� ••, '" 16. SCALE UNLE% - ,.�"°�,." 17. - NOTED . I I MERY% I8. -1/4' V 19. 20 22, 3 y z PRPM PHMMUHHHHHHHHM QUA Ll 1 1 �BTR rSI DENCE MAM 6Y CAIO CONSTRUTON CORP PLACE M5 1GN5 MAKaM (508) 7-5760 NIILEMA. wm..o�desp�sbn yy�r ddesq�s.bc r 's g y ............. e � ` a , l0o ®®® Li y P 0 8 $ ^ - a QUALITY O'BRIEN RESIDENCE - MViNVY dAYM. CA 6 o o CONSTRUCTION CORP. 35 TRRT= PLACE (508) &4w4 PF516N5 x MAM OZ Jf (508)"737-6006 CENTERynix.MA. wuw addcsq�s.b2 �ergldesgs.b¢ CROSS SECTION w Q CROSS SECTION'A z, Z pq . - o EXISTNG DPJPY.ROOM EX15%Z DECK O M P a EXISTING p � . _ EX15fM KIfOEN PATH EXISTING 1N1N4 ROOM EXISTING _ EXISNJG BEDROOM VIAIH EXI5TMG BEDROOM EXISTING EX15TM FAMILY ROOM - BEDROOM $ - - DATE OF ----------- _ __ ______ - FMAL VAE m 11/21/05 - 12/5/05 5CALE UNLE55 NOW LNFERWISE 1/411 . I, EXISTING 2ND FLOOR PLAN EXISTING 1ST FLOOR PLAN a 1I 1I a . II I1 I . 1 9lk i 1 � F. I. 1 , m. 4 j I F I �a R��p� . I"I a ---- — _ L t-1 1:1 I:I I I I IF11 1 -----_— _—_---- .i V Sze QUALITY O'BRIEN RESIDENCE - �"�"�' YM CPO CONSTRUCTION CORP. 35 TBJNITY PLACE csoe) a-a44 b�51GN5 `�.` MAW 6WW (506) 15-1-6006 CENTERVII.LE.MA. »ww.r ddesens.b¢ ��14sq.sb¢ r r 2 C RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovatiom $50.00 Building Permit Amendment $25.00 + +E VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= C c`� x.0041- O- plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot— x.0041= plus frombelow(if applicable) GARAGES(attached&detached) square feet x$32/sq•ftr_ _I Co �_ ACCESSORY STRTJCTURE>120.sq.ft. t >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERWrS Open Torch x$30.00= (number) D x$30.00= (number) Fireplace/Chimney x$25.00= • (number) • Inground Swimming Pool $60.00 Above Ground Swimming Pool S25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee l Z:j Prolcost Rev:063004 Department of Fndustriai Accidents Of,face.of Investigations' ' . E 600 Washington Street < Boston,MA 02111 .�' wwiw.mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/lElectricians/Plumabers AVIVAI ant information Please Print Lesdbly Name (Business/organizationft&viduaD: oer , l�7rn411 Address• . �p City/State/Zip: p e r.' js 0?�6-41 Phone#:� Are you an employer? Check the,appropriate boa:. Type of project(required):- am a-emmployer with 4. I am a general contractor and I ' 6. ❑New construction employees(fta and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or pm ner- listed on the attached sheet # 7. ❑ Remodeling ship and have no employees 'These sub-contra�lrss have 8. ❑ Demolition working forme in any*capacity. workers' comp.insurance. g. Building addition o wo k�' comp, insurance 5. ❑ We are a corporation and its e officers have exercised their 10.❑Electrical repairs or.additions • required.] ri t of ex lion er MGL 1l•❑ Phunbing repass or,additions 3.❑ I am a homeowner doing all work .� �P P , myself-[No workers' comp. c. 152,§1(4), and we have no 12.0 Roof repairs fi=ant emnployees.� o workers'' ce r aired ❑ ] comp.insurance required.] 13. Other +Any applicant that checks boa#1 must also min out the section below showing their workers'compensation policy infomoation: '6 ' t Homeowners who submit this affidavit indicating they we doing all work and then hire outside contractors must submit a new affidavit indicating such. tcontractors that check this box must attached as additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. ' Inswance•CompanyName: 1 /r7 NsldrY�AIC�� CZ2— Policy#or Self-ins.Lis#: Wn� PI PII �U. ExPirationDate:T`"� , Job Site Address: fra f7 el'e,`E' City/State/Zip:C e rVt ,�m,4- E Attach a copy of the workers' compensation policy declaration page(showing the policy number and-emdpirationm date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminalpenalties of a fine u' to$.1,500,.00 and/or one-year imprisonment, as well as civil penalties in le form of a STOP'VORK ORDER and a fine of u.P to$250.00 a day against the violator. $e advised that a copy of this statement may-be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the fiain4andpenahies of perjury that the information provided above/is true and correct. Si stare: Date,..C� ZE Phone# , Of fIcial use only. Do not write in this area,to be completed.by city,or town offic!gL City or Town: PermitUcense# 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#: information and Instructions Massachusetts General Laws chapter 152 tequires all employers to provide workers' compensation for their employees. , p�uant to this statute, an employee is defined as"...every person in the service of another under a�contract of hire, express or implied,oral or written." ' « , association,ggrporation or other legal entity,or any two or more An emp Y r.: arbpersl�ip . . to er is defined as::an indM4.0 l,•:P . of the foregoing•engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. HOW.VV.er14C- owner of a dwelling hous a having not more than three apartments and who resides therein,or.the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair woikvu such dwelling house or on the grounds or binding appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the Issuance or -renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its'political subdivisions shall into any contract for the performance of public work until acceptable,evidence of compliance with the insurance enter requirements of this chapter have been presented to the contracting authority." Applicants Please fill out.the workers' co4ensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certifieate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(L•LP)with no employees other than the members orpartaers; are not required to carry workers'�c'omp�a ion insurance. If an LLC or LLP be submitted to the Department ofoes have Industrial employees,a policy is requit d d e • Be advised that this Y Accidents for confirmation of irowi mce coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of s regarding the law or if you are required to obtain a workers' Industrial Accidents. Should you have any question compensationpolicy,please call the Department at the number listed below, Self-insured companies should enter their., self-insurance license number on the appropriate lime. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to 0 out in the event the office of Investigations has to contact you regarding the applicant Please be sure'to fill in the Permit/license number which will beused ar,need only c submit oneer. In affi indicating addition, an oumrent that must submit multiple permit/license applications in any giveny y policy information(if necessary)and under"Job Site Address"'th'e applicant should write"all locations in (city or +° �p3' A of the.-affidavit that has been officially stamped or marked by the city or town may be provided to the town). applicant as proof that•a valid affidavit is-on file for;future permits•or'licenses..A new aflidavitmust be filled out each en is obtaining a license or permit not related to any business or commercial venture year.Where a home owner or citiz (i.e. a dog license or peanit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cogpeiation and should you have any questions, please do not hesitate t0 give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . Department of Indust ial Accidents �. Office of hvestigattons . 600-Washington•$ reet� - `r: Boston,MA 02111 Tel.#617-727-4900 ext 40.6 or•1-,877-MASSAFE Fax#617-727M49 Revised 5-26.05 www,m,ass.gov/din �THE, , Town of Barnstable Regulatory Services s FLU ' Thomas F.Geller,Director '°rfD NtA'� 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 O�;mer Must Complete and Sign This Section If Using A Builder �� c-e DM 1 NItt I ri1ir I -Tr, N�j�`(' as Owner of the subject property hereby authorize ?�' _ �'�N� to act on mp behalf in all matters relative to work authorized by this building permit application for: Je r V I (Address of Job) Sign, of Owner Date Print Name Q Q 7 i Q:FORMS:OVJNMERMIS SION 1 � a. Town of Barnstable Regulatory Services st►s Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508 86 2-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than,four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. �\ Type-of Work: pfc',N �i�/�� 1 J 1 A Estimated Cost v v Address of Work: J`� r Owner's Name: y-i G P T / Date of Application: S" ee I hereby certify that: Registration is not required for the following reason(s): ElWork excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby pply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav y ........,.. ._-.. .. .. .......... .. ......,..... ............. ..... .. .., .......,....., ........ ... ..... ,... .. .. ��ie '�ammurru a�.�/f/laaaac6euaeLl3 Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: R ra io Board of Building Regulations and Standards i Exp+ration "g/g/2007� One Ashburton Place Run1301 Boston,Ma.02108 Type ;Individual Mark D.Grant } Mark Grant 39 Pleasant St E.Dennis,MA 02641 Administrator Not valid without signatu w rw Board of Building Repulations One Ashburton Place, m 1301 Boston, Ma„ 02108-1618 License:...CONSTRUCTION SU Birthdate: 09/21/1963 Number:CS 063172 Expires:09/21/2007 ' Restricted To: 00 9 1 q MARK D GRANT r PO BOX 8/39 PLEASANT ST ti N E DENNIS, MA 02641 j Y I y ` Tr.no: 6629.0 Keep top for receipt and change of address notification. DPS-CAI 0 50M-04/05-PC8698 Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release lb Checked By/Date . TITLE: O'Brien Residence CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 04/28/06 DATE OF PLANS: 12/08/2005 PROJECT INFORMATION: addition 35 Trmity Place Centerville,MA COMPANY INFORMATION: Quality Construction PO Box 8 East_Dennis,MA 02641 NOTES: Prepared by: Summit Insulation Co., Inc. P.O. Box 1337 Harwich,MA 02645 COMPLIANCE:Passes Maximum UA=71 Your Home=71 0.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) I 2523.8.0� 0.0 7 Wall 1:Wood Frame, 16" o.c. 414 13.0 0.0 24 Window 1: Wood Frame,Double Pane with Low-E 22 0.340 7 Window 2: Wood Frame,Double Pane with Low-E 24 0.330 8 Door 1: Glass 40 0.320 13 Door 2: Solid 18 0.080 1 Door 3: Solid 18 0.230 4 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 224 30.0 0.0 7 Boiler 1: Other(Exept Gas-Fired Steam), 82.2 AFUE i' 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 Massachusetts Energy Code requirements in MECcheck Version 3.2 Release lb. # The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release lb DATE: 04/28/06 TITLE: O'Brien Residence Bldg. � Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 2: Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.320 #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 2. Door 2: Solid,U-factor: 0.080 Comments: [ ] 3. Door 3: Solid,U-factor: 0.230 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Exept Gas-Fired Steam), 82.2 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: I. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required 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 shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. j Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1 Up to 1.25 1.5 to 2.0 Over 2 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1:0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 _ 1.0 L5 2.0 Cooling Systems - Chilled Water,Refrigerant,, 40-55 6.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 w NOTES TO FIELD(Building Department Use Only) MLucnecx"mptiaecc imcpVcL " Massachusetts Energy Code MBCcheck Software Version 3.2 Release lb Checked ByJDate TITLE:O'Brien Residence CITY:Barnstable STATE:Massachusetts }TDD:6137 CONSTRUCTIQ14:"TYPl3: 1 or.2 Farnily,:Dewhed HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 12/08705. ` DATE OF PLANS:.12/08/2005 PROJECT INFORMATION:- addition 35,Trinity Place Centerville;MA.,. COMPANY INFORMATION: Quality Constnectiori P O.hoz E - East Dennis,MA 02641` NOTES: . Prepared by:Summit Insulation Co.,Inc P.O.Box 1337 Harwich,MA 02645 COMPLIANCE:Passes Maximum UA=72 Your Houle F'12 0,0%..Better Than Code Gross Glazhg Area or `' Cavity Cont. or D,)or lrimeter R Value, -v er UA Ceiling 1:Cathedral Ceiling(no attic) 252 0 0.0 9 0 Wall 1: Wood Frame, 16"o.c, 414 0 0 0 . 22 Window l Wood Frame,Double Pena with q:t E. 22 U 35i) :8 Window 2:Wood Frame,Double:Pane with ow 1r -:24 0.330 8 Door l: Glass 40.:. 0.321 " 13 0.081) 1 Door 2. Solid; 18> Door3 Solid :18" 0:233 4? '-Floor 1.Ali-Wood Joist/Truss,OvOr Unconslitaoned`Space 224 30.0 0.0 7 Bailer 1:Other(Exec Gas-Fired-Steam),83 AFUE COMPLIANCE STATEMENT: The proposed building design►described here is consistent with the building plans, specifications,aid other calculations submitted with the permit application. The proposed building ha>been designed to meet the Massachusetts Energy Code requirements in MECeheck Version 3.2 Release jb.. . f .12/08/2005 08:10 5084308146 SUMMIT INSULATION CO PAGE 02 The heating load for this building,and•the eoc ling load if appropriate,has been determined using the applicable Star+dard Design Conditions found in the Code_ The I'IVAC equipment selected to heat or cool the building shall be no F.'. greater than:125%ofthe design load as specified in Sections 780C1v1R 1310 and 14.4. 9uilderlDesigtter Date _- 12/OB/2005 08:10 5084308146 SUMMIT INSULATION CO PAGE 03 MECcheck Inspection Checkliat Memachusetts Energy Code MECcheck Software Version 3.2 Release I DATE: 12/08/05 TITLE'O'Brien Residence Bid 8 Use °I I Ceilings: 1, .: Ceiling I;Cathedral Ceiling(ao attic),R-30.0 cavity insulation;. Comments: I Above-Grade Wells: ( ] 1. Wall 1:Wood Frame, 16"o.c.,R-15-0 cavity insulation I Comments: Windows: Window l:Wood Frame,Doable Pane with Low-E,U-factor 6 350 For windows without labeled U-factors,describe features: N Panes Frame Type_ Thermal Break?[ ]-Yes[ ]No ( Comments: — ] I 2. Window 2:Wood Fram,Do able Pane with Low-E,U-factor 0330 For windows without labeled U-factors,describe features ! #Panes Frame;=Type Thermal Break?[ 1 Yes:[ ).No j Comments: — I lours: [ J I 1. Door 1 Glassy U factor.0.320 ( #•Panes Frame Type_ Thermal Break?[ ]:Yes[ ]No I Continents::: ( ] I 2, Door 2:Solid,U-factor:0.080 Comments -- [ ] 3, Door 3 Solid,U-factor: 0.230 I Comments" — I ] I 1. Floor 1. All-Wood Jtiist/Tres,s,Over Unconditioned Space,R 30.0 cavity insulation Comments: — { Heating and it.ling t.q'idpoiant: [ l I I. Boiler 1:Other(Exept Gas-fired Steam),83 AFUE or higher Y - j Make and-lvlodel Number_ I Air Leakage [ J Joints,penetrations,and all other such openings in the building envelope that are iources of s it leakage must be sealed, [ ] 1 When installed))the.building envelope,recessed lighting fixtures*. _ .. shall meet one bf-dw following miuirements: I 1. Type is rated,manufacturk-with,no penetrations between the inside of the recessed fixture and ceiling cavity and:seaW or guketed to prevent air leakage into the unconditioned.space. 2. Type 1C rated,in accordance;with Standard A,STM E 283,with no more than,2.0 cfm(0.944 .;2/08/2005 08:10 5084300146 SUMMIT INSULATION 00 PAGE 04 Us)air movement from,the thre conditioned space to the ceiling cavity. The lighting fixture I shall have beer!tested,at 75 P)i or 1.57 lbs/it2 preisure difference and shall be labeled. II I. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials ideatilleation: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heatir.g equipment must be provided. [ ] I Insulation R values,glazing V-valuss,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation; [ J I Ducts shall be insulated per Table J4.4.7.1, Duct Construction: [ ] I All accessible jo1m,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavitiesispaces used to transport air,shall be sealed using!mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. 1 Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to I partially restrict or shut off the healing and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: Rated output[ capacity of the heatin&ooling system is not greater than 125%of the design load as J I specified in Sections 780CMR 1310 and J4.4. I I Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ J I All heated swimming pools roust have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non4 e:pletable sources. !Pool pumps require a time clock. I Heating and Cooling Piping]insulation: mu st be insulated to the [ ] I HVAC piping conveying fluids above 120°F or chilled fluids below 55°F nn . levels in Table 2. ;2/08/2005 08:10 5084308146 SUMMIT INSULATION CO PAGE 05 Table 1: Minimum Insulation Thickness for Clrcm1ating Hot Water Pipes. Ill1glati .i Thicknc3l in Inches by Pipe Sizes Heated Water Eton-CircujAjWg-j;unouts Circulating_Mains and R-►nuts Temperature(F) Up to I" up to "to 2.0" Over T! 170.180 0.5 K(' 1.5 2.0 140.160 0.5 0.4; 1.0 1.5 100.130 0.5 0.-'; 0.5 1.0 Table 2: Minimum Insulation Thickness foi"HPAC Pipes. Fluid Temp. Insulliji2a Thickness in Inches by Pine She Piv,ng_system Dues Rs nee(F) 2 Runotits V and Less to 2 2.5 tQ 4 Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Reliigerant, 40-55 0.5 0.5 0.75 1.0 and Brine l3rlow 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Ilse Only) . ;: D Acox�„ CERTIFICATE OF LIABILITY INSURANCE OP ID ATEIMbYDD/YYW} PRODUCERT-A 07 OS THIS CERTIFICAT&18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFER$NO RIGHTS UPON THE CERTIFICATE Zoward J. McGrath Ynaurance "OLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P"O. Box 1093 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Dpnnia MA 02638 P40ne: 508-386-2454 Sax:508-385-5991 INSURERS AFFORDING COVERAGE NAIC0 INOUItED _.... INSURERA: $88ex Insurance CO INSURER B, Mark D grant INBURERCI POSoxS F Dennis MA '02641 IN$URERO: INSURER E:._... COVERAGES THE POLICIES OF INSURANCE LISTED 9ELONI HAVE.BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING OY 41AY PERTAIN•THE INSURANCE AFFORDED BY HE POLICIES DESCRIBED HCT OR OTHER EREIN S SUBJECT TO AMENT WITH LL THE TO icRMS,EXCLUSIONS AND CONDITIONS OF SUCH 90LICIE$.AGGREGATE LIMITS SNOV/N MAY HAVE F ICATE MAY BE ISSUED OR BEEN REDUCED BY PAID CLAIMS. INS LTR b ._ '""'pC b0LIC'YLYaDFA1f —NSR TYPEOF INSURANCE POLICYNUMBIR DA ! DATE MMlDO LIMITS GENEROLuaBIUTv OCCJRRENCE $ 500000 A; X COMMERCIAL GENERAL LIABILITY 3CS9752 0' ET�RE1cgurw- 11/07/OS 1/G7%06 PR 1sEsccacocuro�cel s 50000 I — CLAIMS MADE FT OCCUR M EXP(Ary one person) S 1000 _.._ RSONALB ACV INJURY 8500000 gENERALAGGREGATE $1000000 GEMLAGGREGATELIMIT APPLIES PER: PRODUCYS-LOMPIOPAGG S1000000 POLICY jes- LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT. S (a=Idenq ALL OWNFO AUTOS _ •-- i SC SODILYINJURY S t IEDULED AUTOS (Porpersw HIRED AUTOS NON-06WEDAUTOS i {FOerDIaedtlNRURY ! — PROPERTY DAMAGE S - I (P�fr iCC�dent} GARAGE LIABILITY AUTO ONLY•CAACCIDEN'rAN $ ANY AUTO I EA ACC S NLY: AGO 6 EXCESSIL81B4ELIALIABILiTY EACHOCCURRENCE S OCCUR U CLAIMS MADE AGGREGATE E E DEDUCTIBLE . 6 •— S WORKCRS COMPENSATION ANO EMPLOYERS'LIABILITY TORY LIMITSy— E" ANY PROPRIETOR(PARYMEWEXECUTIVE - L'^L.EACH ACCIDENT j OFF!CERIMEMBER EXCLUDEO't E.L.DISEASE-EA EMPLCYEEJ S - It yyeess aeaYDe under bPECN1L PROVISIONS Cdve OTHER C.L.DISEASE-POLICY IIMiT S i DEOCRIPTION OF OPERATIONS I LOCATIONS I VEHICLE$!EXCLUSIONS ADOED BY ENDOR69MEN7 I SPECIAL PROVISIONS - - CERTIFICATE HOLDER CANCELLATION TRINIPL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER VdLL ENDEAVOR TO[NAIL 10 DAYS wRrITGN Trinity place Nominee Trust NOTICE TO THE CERTIFICATE HOLDER NAMED TOTNE LEFT.BUT FAILURE TODOSOISHALL Shirley O'Brien, trustee 35 Trinity Place IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR Centerville KA 02632 REPRESENJATIVIES, ALfTH E DD ATIVE E nee AgenMI ACORD 2$(2001/08) 0 ACORD CORPORATION 1988 TO 3!Dvd 33NV2JnSNI HiVb90W C3 1669986809 86:TT 00OZ/LO/ZT ............................... ......... ................. ....... ................................ .......................... ............................... ... ......... ......... ..................... .................. ........ . ................ ............... . ............... ..................... ............................................... .................... ISSUE DATE(MM/DD/YY) .................................. . . .......................... ........................ T..IE C .. .... . .......... ...... ............. ................................................................ 12/06/05 ................................ ................................................................ ...................................................................... ............................................................................ ....... PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE PRESIDENTIAL INSURANCE AGENCY DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 1368 ROUTE 134 POLICIES BELOW. PO BOX 1510 COMPANIES AFFORDING COVERAGE EAST DENNIS MA 02641 COMPANY A LETTER Aim Insurance Company COMPANY B INSURED LETTER MARK GRANT COMPANY c D/B/A QUALITY CONSTRUCTION LETTER P.O.BOX 8 COMPANY D BAST DENNIS MA 02641 LETTER COMPANY E V LETTER .............................I....... ........ .....................................__­.............. ZO ........................................ ...................................................................................................................... ................................... .................***.............................. ......... ...................................................................................................... .......................... ..... ....................................... ....... ............. .............. ..........-Z AAASS"' ....... ............... .......... ... ............ ........... ....................THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ ........ CLAIMS MADE OCCUR. PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Anyoneperson) $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ RGARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ ................. 11....................... ... ....... ....................... .........''I'll...... ....... ......................................... ........................ ............ ......... ......I'll......1­1...................................... ........... ................. ....... ........ ......­11......... OTHER THAN UMBRELLA FORM ........... .......................... ......... A x I STATUTORY LIMITS ....... .... WORKER'S COMPENSATION VWC6007067012005 4/16/05 4/16/06 EACH ACCIDENT $ 100,000 AND DISEASE--POLICY LIMIT $ 500,000 EMPLOYERS'LIABILITY DISEASE--EACH EMPLOYEE 1$ 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CARPENTRY ..... ......... ..................................... .............. .............................. ............... ....... .................... ... ... ............. A . ....... -C ....... .......... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO Trinity Place Nominee Trust MAIL to DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Shirley A O'Brien Trustee LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 35 Trinity Place LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. Centerville MA 02632 AUTHORIZED REPRESENTATIVE . ........... ...................................... ................... .......... ................ . ... ........................................... .............. .............. .. ........... A*O.. .130": ... ................ ..........................ki 0.110 ........... .. f Multi-Span Floor Beamf 2003 International Building Code(01 NDS))Ver:6.00.7 By:Jay Malaspino,CAD Designs on: 12-05-2005:2:33:38 PM Proiect:Graft obnen-Location:rear deck girder Summary- (3) 1.5 IN x 7.251N x 14.0 FT(7+7}/#2-Southern Pine-Wet Use Section Adequate By: 1.0.1% Controlling Factor: Section Modulus/Depth Required 6.91 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load:' DLD-Center 0.01 IN Live Load: LLD-Center= 0.09 IN=U949 Total Load: TLD-Center- 0.10 IN=U857 Right Span Deflections: Dead Load: DLD-Right= 0.01 IN Live Load: LLD-Right= 0.09 IN=U949 Total Load: TLD-Right= 0.10 IN=U857 Center Span Left End Reactions(Support A): Live Load: 'LL-Rxn-A= 1470 LB Dead Load: DL-Rxn-A= 231 LB Total Load: TL-Rxn-A= 1701 LB Design For Uplift Loads(includes Uplift Factor of Safety) R_xn-Amin= -56 LB Bearing Length Required(Beam only,support capacity not checked): BL-A 1.00 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 4200 LB Dead Load: DL-Rxn-B= 769 LB Total Load: TL-Rxn-B= 4969 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 2.92 IN Right End Reactions(Support C): Live Load: LL-Rxn-C= 1470 LB Dead Load: DL-Rxn-C= 231 LB Total Load: TL-Rxn-C= 1701 LB Desiqn For Uplift Loads(Includes Uplift Factor of Safety) Rxn-C-min= -56 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 1.00 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Center Span Length: L2= 7.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 7.0 FT Right Span Length: 0= t 7.0 FT = Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Lenqth-Bottom of Beam: Lu3-Bottom= 7.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 60.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 6.0 FT Floor Tributary Width Side Two: Trib-2-2= 2.0 FT Beam Self Weight: BSW= 8 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 480 PLF Total Dead Load: wD-2= 80 PLF wT-2= 568 PLF Total Load: i Right Span Loading: Uniform Load: Floor Live Load: FLL-3= 60.0 PSF Floor Dead Load: FDL-3= 10.0 PSF Floor Tributary Width Side One: Trib-1-3= 6.0 FT Floor Tributary Width Side Two: Trib-2-3= 2.0 FT Beam Self Weight: BSW= 8 -PLF Wall Load: Wall-3= 0 PLF Total Live Load: wL-3= 480 PLF Total Dead Load: wD-3= 80 PLF Total Load: wT-3= 568 PLF Properties For:#2-Southern Pine Bending Stress: Fb= 1200 PSI Shear Stress: Fv= 175 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 565 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 1166 PSI Adjustment Factors:Cd=1.00 Cm=0.85 CI=0.99 Cf=1.00 Cr-1.15 FV: FV= 170 PSI 1.Adjustment Factors:Cd=1.00 Cm=0.97 E�: E'= 1440000 PSI Adjustment Factors: Cm=0.90 W Page:2 Multi-Span Floor Beam(2003 International Building Code(01 NDS)1 Ver:6.00.7 BY:Jav Malaspino,CAD Designs on: 12-05-2005:2:33:38 PM Project:Grant obrien-Location:rear decK girder Fc'_perp: Fc'_perp= 379 PSI Adiustment Factors: Cm=0.67 Design Requirements: Controlling Moment: M= -3479 FT-LB Over right support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: V= 2167 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2,3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 35.80 IN3 S= 39.42 IN3 Area(Shear): Areq= 19.15 IN2 A= 32.63 IN2 Moment of Inertia(Deflection): Ireq= 54.22 IN4 1= 142.90 IN4 e Multi-Span Floor Beam[2003 International Building Code(01 NDS)J Ver:6.00.7 By:Jay Malaspino,CAD Designs on: 12-05-2005 Project:Grant obrien-Location: rear deck girder Summary: (3) 1.5 IN x 7.25 IN x 14.0 FT(7+7)/#2-Southern Pine--Wet Use Section Adequate By: 10.1% Controlling Factor:Section Modulus/Depth Required 6.91 In LOADING DIAGRAM A B C Center Span =7 ft Right Span =7 ft Reactions Live Load Dead Load Total Load Uplift Load A 1470 Lb 231 Lb 1701 Lb -56 Lb B 4200 Lb 769 Lb 4969 Lb 0 Lb C 1470 Lb 231 Lb 1701 Lb -56 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 480 Plf 80 Plf 8 Plf 568 Plf Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 480 Plf 80 Plf 8 Plf 568 Plf CD Roof Beam[2003 International Building Code(01 NDS)1 Ver:6.00.7 By:Jay Malaspino,CAD Designs on: 12-05-2005:2:33:27 PM Project:GRANT OBRIEN-Location:front porch roof girder Summary: (2) 1.75 IN x 9.5 IN x 13.71 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By:•74.1% Controlling Factor:Moment of Inertia/Depth Required 7.9 In. "Section may not be readily available. •Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.21 IN Live Load: LLD= 0.32 IN=U518 Total Load: TLD= 0.53 IN=U313 Reactions(Each End): Live Load: LL-Rxn= 1371 LB Dead Load: DL-Rxn= 894 LB Total Load: TL-Rxn= 2265 LB Bearing Length Required(Beam only,support capacity not checked): BL 0.76 IN Beam Data: Span: L= 13.71 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 8.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 10 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 13.71 FT Beam Uniform Live Load: wL= 200 PLF Beam Uniform Dead Load: wD_adi= 130 PLF Total Uniform Load: wT= 330 - PLF, Properties For:Versa-Lam 3100 Fb SP-Boise Cascade" Bending Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3659 PSI Adjustment Factors:Cd=1.15 Cf=1.03 Fv': FV= 334 PSI Adjustment Factors:Cd=1.15 _ Design Requirements: Controlling Moment: M= 7763 FT-LB 6.855 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2038 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 25.46 IN3 S= 52.65 IN3 Area(Shear): Areq= 9.17 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 143.65 IN4 I= 250.07 IN4 Roof Beam[2003 International Building Code(01 NDS)]Ver:6.00.7 Byi Jay Malaspino,CAD Designs on: 12-05-2005 Project:GRANT OBRIEN-Location:front porch roof girder Summary: (2) 1.75 IN x 9.5 IN x 13:71 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By:74.1% Controlling Factor: Moment of Inertia/Depth Required 7.9 In LOADING DIAGRAM � W A B Span =13.71 ft Reactions Live Load Dead Load Total Load Uplift Load A 1371 Lb 894 Lb 2265 Lb 0 Lb B 1371 Lb 894 Lb 2265 Lb 0 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 200 Plf 120 PIf 10 Plf 330 Plf j 1 QUALITY CONSTRUCTION General contractors .: ,,cVSTOM BUILDING AT ITS BEST" ids.Ragwdon#M172 Grant�. Mark �r custom 4 ark 0 � fai9?�dl�9oung Ro.Box bM E.®annis.MA 02041 Addit £54A)35�52�1 not r. k L C: j. 'f Q FfF' c .s r I pk Y E k E t e , i ' Multi-Span Floor Beam[2003 International Building Code(01 NDS))Ver:6.00.7 Bv:Jay Malaspino,CAD Designs on: 12-05-2005:2:33:58 PM Proiect:GRANT OBRIEN-Location:front porch deck girder Summary: (2) 1.5 IN x 7.25 IN x 13.7 FT(6.8+6.8)/#2-Southern Pine-Wet Use, Section Adequate By:.31.9% Controlling Factor:Section Modulus/Depth Required 6.31 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center- 0.01 IN Live Load: LLD-Center- , 0.06 IN=U1350 Total Load: TLD-Center- 0.07 IN=U1216 Right Span Deflections: Dead Load: DLD-Riqht= 0.01 IN Live Load: LLD-Right-- 0.06 IN=U1350 Total Load: TLD-Right= 0.07 IN=U1216 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 719 LB Dead Load: DL-Rxn-A= 116 LB Total Load: TL-Rxn-A= 836 LB Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-Amin= -25 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.74 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2055 LB Dead Load: DL-Rxn-B= 388 LB Total Load: TL-Rxn-B= 2443 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 2.15 IN Right End Reactions(Support C): Live Load: LL-Rxn-C= 719 LB Dead Load: DL-Rxn-C= 116 - LB Total Load: TL-Rxn-C= 836 LB Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-C-min= -25 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 0.74 IN • Dead Load Uplift F.S.: FS= 1.5 Beam Data: Center Span Length: L2= 6.85 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.85 FT Right Span Length: L3= 6.85 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 6.85 FT Live Load Deflect.Criteria: L/ 360 ' Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 60.0 PSF e Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 4.0 FT Floor Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 5 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 240 PLF Total Dead Load: wD-2= 40 PLF Total Load: wT-2= 285 PLF Right Span Loading: Uniform Load: Floor Live Load: FLL-3= 60.0 PSF Floor Dead Load: FDL-3= 10.0 PSF" Floor Tributary Width Side One: Tdb-1-3 4.0 FT Floor Tributary Width Side Two: Trib-2-3= 0.0 FT Beam Self Weight: BSW= 5 PLF` Wall Load: Wall-3= 0 PLF Total Live Load: wL-3= 240 PLF Total Dead Load: wD-3= 40 PLF Total Load: wT-3= 285 PLF Properties For:#2-Southern Pine Bending Stress: ' Fb= 1200 PSI . Shear Stress: Fv= 175 PSI Modulus of Elasticitv: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 565 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 1007 'PSI Adjustment Factors:Cd=1.00 Cm=0.85 CI=0.99 Cf=1.00 FV: Fv'= 170 PSI Adjustment Factors:Cd=1.00 Cm=0.97 E': E'= 1440000 PSI Adjustment Factors: Cm=0.90 Page:2 Multi-Span Floor Beam(2003 International Building Code(01 NDS)1 Ver.6.00.7 By:Jay Malaspino,CAD Designs on: 12-05,2005:2:33:58 PM Project:GRANT OBRIEN-Location:front porch deck girder Fc'_perp: Fc'_perp= 379 PSI Adiustment Factors: Cm=0.67 Design Requirements: Controlling Moment: M= -1673 FT-LB Over right support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: V= 1065 LB At a distance d from left support of span 3'(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2,3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 19.93 IN3 S= 26.28 1N3 Area(Shear): Areq= 9.41 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): Ireq= 25.40 IN4 I= 95.27 IN4 Multi-Span Floor Beam[2003 International Building Code(01 NDS))Ver:6.00.7 By:Jay Malaspino,CAD Designs on: 12-05-2005 Project:GRANT OBRIEN-Location:front porch deck girder Summary: (2) 1.51Nx7.251Nx 13.7 FT 6.8+6.8 /#2-Southern Pine-Wet Use ( ) Section Adequate By:31.9% Controlling Factor:Section Modulus/Depth Required 6.31 In LOADING DIAGRAM W �* A B s C Center Span =6.85 ft Right Span =6.85 ft Reactions Live Load Dead Load Total Load Uplift Load A 719 Lb 116 Lb 836 Lb -25 Lb B 2055 Lb 388 Lb 2443 Lb 0 Lb C 719 Lb 116 Lb 836 Lb -25 Lb Center Span - Uniform Loading Live Load Dead Load Self Weight Total Load W 240 Plf 40 Plf 5 Plf 285 Plf Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 240 Plf 40 Plf 5 Plf 285 Pit The Town of Barnstable Department of Health Safe and Enviro nt�� Serv���� Building Division 367 main street,Hyannis,MA 02601 ic : SW8624038 Fax: 508.7".6230 PLAN Owner'. MaPIParce Proj=t AcsY��S. :. „�r- '? Address: - Builder_ The following Items were noted On seva itag, Aa — oyA Reviewed by: Date. �— C � LAW OFFICES OF JOHN R. ALGER P.C. ATTORNEY AT LAW ��� D 5 PARKER ROAD P. O. BOX 449 OSTERVILLE, MA 02655-044S / A P,'4e S r TELEPHONE(SOS)428$5S4 FAX(r..+-.08)420-3162 August 19 2004 g" 3s �L- Mr. Thomas Perry G ✓ Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Dear Mr. Perry: Robin suggested that I write you and explain what it is that Stephen O'Brien and O'Brien Centerville Insurance is trying to accomplish. Currently O'Brien Centerville Insurance Company owns Parcel 11 on Map 248. Parcel 12 adjoining it on the west is owned by Stephen and Barbara O'Brien and parcel 10 adjoining it on the south is owned by Shirley O'Brien, Trustee. Recently Jay O'Brien retired from Centerville Insurance Agency which is now owned entirely, I believe, by Stephen. In order to separate the business from the residence they propose to take the*back 50'x60' section along Trinity Place and add it to the Shirley O'Brien parcel so that Shirley would have land enough to construct a garage. Adjoining that would be a 50'x90' piece which would be added to the parcel owned by Stephen and Barbara O'Brien which would give them access from Trinity Place and the ability to construct a garage on their property at some date if they so desire. There would remain a single parcel, 50'x 150', which would be the parcel that would be non- conforming business. In other words, the business parcel would be reduced but the other two parcels, which are non-conforming,would be increased in size. Since there is no construction and only the conveyance of vacant land, I believe it was Art Traczyk's feeling that.you might waive the necessity of Site Plan Review. The proposed petition will not affect the business in any way nor its parking nor any other feature. Very truly yours, JRA/bt /07 Enclosure c.c. Ms.-Robin Giangregorio Mr..Arthur Traczyk Mr'Stephen.O'Brien . t LAW OFFICES OF JOHN R. AUGER, P.C. ATTORNEY AT LAW 5 PARKER ROAD P. O. BOX 449 OSTERVILLE, MA 02655-044S TELEPHONE(SOB)428-B594 FAX(5013)420-3162 January 5, 2006 Thomas Perry, CBO Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 RE: Shirley A. O'Brien, Trustee of the Trinity Place Nominee Trust; 35 Trinity P1a�Ccnterville,IVIA_0263-2-5 Map 248, Parcel 010 and a portion of 011 Dear Mr. Perry: In accordance with the Zoning Board of Appeals Decision regarding the above- referenced matter, I enclose herewith a copy of the Notice as recorded with the Barnstable County Registry of Deeds. Very truly yours, (ami JRA/cmv Enclosure Bk 206383 P9173 —w-604 e31-1 4-2110 02 55p. BARNSr" Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2005-111 -Trinity Place Nominee Trust Variance-Section 240-13 E Bulk Regulations—Front,,Rear &Side Yard Setback Requirements ,Seeks to build an attached garage,breezeway,and deck partly within the required setbacks. Petitioner: ShirI�y A. O'Brien,Trustee of the Trinity Place Nominee Trust Property Address: 35 Trinity Place,Centerville,MA Assessor's Map/Parcel: Map 248,Parcel 010 and a portion of Parcel 011 Zoning: Residential C Zoning District Background &Relief Requested: In Appeal 2005-111, the applicant is seeking to expand an existing single-family dwelling with an addition of an attached 616 sq.ft. two-car garage,224 sq.ft.breezeway.and an open air deck of 196 sq.ft. The proposed location of the structures infringe into the required 20-foot front and 10=foot side yard setbacks. The garage structure is to be situated 18.75 feet from the front property line and 5.25 feet from the rear property line. An infringement of 1.25 feet into the front yard and 4.75 feet to the rear yard setback. • The breezeway is located 5.99 feet from the side property line. An infringement of 4.01 feet. The deck,which is an extension of the existing deck,infringes 4.01 feet. . The applicant, Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust,who owns the property has requested a bulk variance to tl e required front, side and rear yard setback for the district to permit the structure to be added to the home. Procedural &Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on October 18, 20.05 . A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A.'The hearing was opened November 30, 2005, at Which time the Board found to grant the variance subject to the conditions herein. Board Members deciding this appeal were,Daniel M. Creedon,Randolph Childs,James R. Hatfield,Jeremy Gilmore, and Gail Nightingale, Chairman . Attorney John R..Alger represented the applicant ShirleyA. O'Brien, as Trustee of the Trinity Place Nominee Trust who was also present at hearing. Mr. Alger cited the proposed expansion would be a minor infringement into the required setbacks. He clarified that the property is zoned Residence C and that the required front yard setback is 20 feet and the side and rear y4d setback requirement is 10 feet. Mr. Alger stated that the reasoning for the variance lies in the configuration of the lot as an "L"shaped lot. He noted the lot was increased in area by the grant of a prior Variance 2004-156. There is no more option to increase the size of the lot and the applicant now, seeks to develop an attached garage. Mr.Alger noted that the proposed expansion'would only be a one-story structure and not out of character from the existing structure and not intrusive to the neighborhood. He cited that some 13 letters from all of the abutters were submitted in support of the granting of the variance. Mr. Alger reviewed the area to be added and summarized the variance conditions as being the shape of the lot and the existing location of the dwelling on that lot. Public comment was requested and no one spoke in favor or in opposition to the request. The Chairman noted that letters of support had been entered into the file from; Margot&•David Carey, 249 Pine Street, and own of Lot 2 Trinity Place, Shirley A. O'Brien,35 Trinity Place,Mary K. O'Brien,44 Headwaters Road,-Steven and Barbara O'Brien,263 Pine Street,Robert C. O'Brien, 54 Headwaters Road, Stephen B. O'Brien,Jr. Pres, O'Brien's Insurance Agency,Joseph M. and Elizabeth J. O'Brien, 65 Trinity Place,Kevin and Kelly O'Brien,.64 Trinity Place,Lois A. and Robert F. Cross,111,76 Headwaters Road,Timothy and Kathleen Flaherty,54 Trinity Place,Elaine J. Childs, 214 Pine Street,Beverly T. Joyce,71 Childs Street, Anne S.Brazel, 283 Pine Street, and Mark T.O'Brien,Lot No. 6 Trinity Place. Findings of Fact: At the hearing of November 30,2005, the Board unanimously made the following.findings of fact: 1. Appeal 2005-111 is that of Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust, seeking a Variance for property located as shown on Assessor's Map 248 as Parcel 010 and a portion of Parcel 011, addressed 35 Trinity Place, Centerville,'MA 02632 in a Residence C-1 Zoning District. The variance is being'requested to Section 240-13 E Bulk Regulations—Front,Rear&Side Yard Setback Requirements. The applicant.is seeking to build an attached 26' x 26' garage with a 14' x 16' breezeway and 14' x 14' deck to the existing single-family dwelling and requests relief from the required setbacks. 2. The applicant is seeking to expand the dwelling with additions. The location of which infringe into the required 20-foot front and 10-foot side yard setbacks. The garage structure is to be situated 18.75 feet from the front property line on Trinity Place and 5.25 feet from the rear property line. An.infringement of 1.25 feet into the required front yard setback and 4.75 feet into the rear yard setback. The breezeway is located 5.99 feet from the side property line. An infringement of 4.01 feet. The deck,which is an extension of the existing deck ,:aligns with the breezeway and it too infringes 4.01 feet. 3. In consideration for the Variance,unique conditions in the shape of the lot exist that affect the locus but not the zoning district in.which it is located. A literal enforcement-of the provisions of the Zoning Ordinance would involve substantial hardship,to the petitioner as that land area recently added,to the lot would be unusable. 4. This relief may be granted without substantial detriment to the public good or neighborhood and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the variance to Section 240-13 E Bulk Regulations to permit an attached 26' x 26' two-car garage with a 14' x 16' breezeway and 14' x 14' deck to be added to the existing dwelling infringing into the required front, side and rear yard setbacks subject to all of the following conditions. } 2 t , 1. The location of the additions shall be as shown on the proposed site plan submitted to the Board.and entitled"Certified Plot Plan located in Barnstable(Centerville)", dated August 17,2005 as drawn by Edward Kelly,Professional Land Surveyor. 2. The addition to the existing structure shall be as presented to the Board in plans entitled O'Brien Residence 35 Trinity Place Centerville,MA"as drawn by Quality Construction Corp,dated 11/21/05 and consisting of 4 sheets. - :- 3. The existing deck and proposed deck expansion shall not be enclosed nor converted to habitable area. 4. This addition shall be considered full build-out of the subject lot. There shall be no further expansion of the structures located on the property without permission from this Board. 5. Construction shall comply with all applicable Building,health--and fire.code regulations. 6. During All stages of construction, all vehicles, equipment and materials associated with the construction shall be required to be located on-site. At no time will any parking,storage or construction materials or items be permitted on neighboring property without permission of the property owner nor shall it be permitted in the right-of way of Trinity Place except as required for utility,landscaping and paving. 7. All mechanical equipment(air conditioners;electric generators,etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 8. This decision must be recorded at the registry of deeds and a copy of that recorded document submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit is issued. The relief authorized must be executed within one year of the grant of this permit. The vote was as follows: ' AYE: Randolph Childs,James R. Hatfield,Jeremy Gilmore, Daniel M. Creedon, Gail Nightingale NAY: None Ordered: Variance 2005-111 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision.must be exercised in one year. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A,Section 17, within twenty(20)days after the date ��of the filing of thus decision, a copy of which must be,file�the office of the Town Clerk. 4" #/1-3 A G 1 C.Nightingale, Chairmk,� Date Signed I, inda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,here-by certify . that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal. of the decision has been filed in the office,of the Town Clerk. ;L d . Signed and sealed this day t 0 0 61X, un •er t/h pains an penalties of perjury. Linda Hutchenrider, Town Clerk 3 , ProOf of Publ ci t on TOWN OF BARNSTABLE .ZONING BOARD OF APPEALS NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE NOVEMBER 30, 2005 To all persons interested in, or affected by the Zoning Board of Appeals under Section 11,of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendments thereto you are hereby notified that: 7:00 P.M.Trinity Place Nominee Trust Appeal ,1 Shirley A.O'Brien,Trustee of the Trinity Place Nominee Trust,has a pl ed2005-11 for a Variance to Section 240-13 E Bulk Regulations—Front,Rear&Side Yard Setback Requirements.The applicant is seeking to build an attached 26'x 26'garage with a 14'x 16'breezeway and 14'x 14'deck to the existing single-family dwelling and requests relief from the required setbacks: The subject property is located as shown on Assessor's Map 248 as Parcel 010 and a portion of Parcel 011.addressed 35 Trinity Place;Centerville,MA 02632 in a Residence C-1 Zoning District. 7:15 P.M.Giatrelis Appeals 2004.126 Anew Stephen J Giatrelis and John D.Giatrelis have petitioned the Zoning Board of Appeals for a Variance to Section 3.1.1(5)Bulk Regulations,Minimum Lot Area,Minimum Lot Width, Minimum Side Yard Setback,and Minimum Front Yard Setback to permit the reconstruction of an existing single-family dwelling on a pre-existing non-conforming lot.The property is shown on Assessor's-Map 266 as Parcel 003, addressed 91 Ocean Drive, West nisport,MA in a Residence D-1 Zoning District. Hyan- 7.15 P.M.Giatrelis Appeals 2004-127 Anew Stephen J Giatrelis and John D.Giatrelis have applied to the Zoning Board of Appeals for a Special Permit pursuant to Section 4-4.3(2)Nonconforming Buildings or Structures Used as a.Single and Two-Family Residences to allow for substantial remodeling/redevelopment of a single-family dwelling on a non-conforming lot.The remodeling/redevelopment will not conform to the requirements of the district in terms of side and rear setbacks.The property is shown on Assessor's Map 266 as Parcel 003 addressed 91 Ocean nisport,MA in a Residence D-1 Zoning District., Drive,West Hyan- 7:15 P.M.Giateelis Appeal 2004-128 Anew Stephen J Giatrelis and John D.Giatrelis have applied to the Zoning Board of Appeals,for . Special Permit.Findings under MGL Chapter 40A,Section 6 to permit the reconstruction of an existing 5-bedroom non,conforming single-family dwelling on anon-conforming lot. The property is shown on Assessor's Map 266 as Parcel 003,addressed 91 Ocean Drive, West Hyannisport,MA in Residence D-1 Zoning District. 7:30 P.M.Stewart Appeal 2005-112 Sheldon F.Stewart has.applied for a Variance to Section 240-211 (E)Bulk Regulations; Front Yard Setback.The applicant seeks a variance to construct a single-family residence 17.5 feet from Shoo tflying Hill Road where a thirty-foot setback is required.The subject property is located as shown on Assessor's Map 193 as Parcel 076,addressed 19 Johnson Lane,Centerville,MA in a Residence D-1 Zoning District. 7:45 P.M.Brooks Appeal 2005-115 Terrance M.and Janet L.Brooks have applied for a Special Permit pursuant to Section 2.40-91 H(2)Nonconforming Lot:The applicant seeks to demolish and rebuild a new single familydwelling on a pre-existing,rionconforrning lot.The subject property is located as shown on Assessor's Map 319 as Parcel 044 and addressed 15 Harbor View Road,Barnstable, MA in a Residence B Zoning District. These Public Hearings will be held at the Barnstable Town Hall,367 Main Street,Hyannis' MA,Hearing Room, 2nd Floor,Wednesday, November 30,2005.Plans and applications may be reviewed at the.Planning Division,Zoning Board of Appeals Office,Town Offices, I 200 Main Street,Hyannis,MA. , Gall Nightingale,Chairman Zoning Board of Appeals The Barnstable Patriot November 11 and November 18,2005 Zoning Board of Appeals (ZBA) Abutter List for Map 248 Parcels 010 and 011 Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters. Notification of all properties within 300' ring of the subject lot. r ' This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list,is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 114912005 Mappar. Ownerl Owner2 Address 1 Address 2 City State Zip Country 228040 THOMAS,HOWARD A&NANCY J %THOMAS,HOWARD A&NANCY J 248 PINE ST CENTERVILLE TRS MA 02632 JUSA 228041 WILLIAMS,DOUGLAS L&NANCY. 222 PINE ST CENTERVILLE MA. �02632. H 228042. CROSS,ROBERT F&LOIS A 76 CENTERVILLE IMA �02632 USA HEADWATERS RD. : 228043001 OBRIEN,MARY K 44 CENTERVILLE MA 02632 USA HEADWATERS . RD 228043002 OBRIEN,ROBERT C. P O BOX 610 CENTERVILLE' MA 02632 USA 228043/03 OBRIEN,MARY K. 44 CENTERVILLE �MA 102(32 USA HEADWATERS RD 228045 BRAZEL,"ANNE S 283 PINE ST T �02632J USA 228046002 JCOGGFSHALL,ROBERT&LU ANN 39 CENTERVILLE IMA 102(32 USA E HEADWATERS - RD 228148 PORKKA,O PAULINE . PO BOX 29 HYANNIS IMA IM01 USA rl149 FRANK,SCOTT M&MARILDA D 271 PINE ST CENTERVILLE MA �02632 228179 CROSS,ROBERT III& " ' C/O CROSS,ELIZABETH L 47 CENTERVILLE MA 02632 �DRINKWATER,J HEADWATERS RD 228180 PETERS,GEORGE A&ANNA J 27 BIGNEY AVE BROCKTON �MA 102301 USA 228181 HART,MARGARET J 77 CENTERVILLE IMA 102632 HEADWATERS RD 229052" BARNSTABLE,TOWN OF(CON) CONSERVATION COMMISSION 367 MAIN HYANNIS MA 112601 ]USA STREET Thursday,November 10,2005 Page 1 of 3 Mappar. Ownerl Owner2 Address 1 . Address 2 City State Zip Country ' 229102 WILLIAMS,DOUGLAS L&NANCY �222PINEH ST CENTERVILLE MA 02632 229124 WILLIAMS,NANCY H TR %WILLIAMS,DOUGLAS L TR 222 PINE ST CENTERVILLE' MA 02632 248003001 GOMES,GARY A&LANE B.. 223 PINE ST CENTERVILLE MA 02632 USA 248003002 SHIPMAN,MICHAEL J&ELOGY M 213 HINCKLEY HYANNIS MA 02601 RD 2490030.03 EWING,THOMAS R L SR&REGINA 241 PINE CENTERVILLE MA 02632 USA STREET 248005 CAREY,DAVID R&MARGOT O TRS 229 NOBSCOT SUDBURY MA 01776 USA RD ; 248006 OBRIEN,SHIRLEY A TR TINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE 7 MA 02632 248008 OBRIEN,JOSEPH M JR& OBRIEN,ELIZABETH J 165 TRINTY CENTERVILLE MA 02632 USA PLACE 248009 CAREY,DAVID R TR CAREY REALTY TRUST 229 NOBSCOT SUDBURY MA �01776 USA RD 248010 OBRIEN,SHIRLEY A TR TRINITY PLACE NOMINEE TRUST . 35 TRINITY PL CENTERVILLE MA 02632 248011v OBRIEN'S CENT INS CO P O BOX 610 CENTERVILLE 141A 02632 USA 248012 OBRIEN,STEPHEN B&BARBARA 263 PINE ST CENTERVILLE MA 02632 USA 248013 CHILDS,ELAINE J 214 PINE ST, CENTERVILLE MA 02632 USA 248014 RIXON,JEFFREY H& RIXON,M J TAYLOR 8 CHILDS CENTERVILLE MA 02632 USA STREET 248015 SCOVIL,JAMES S&DIANE R . 20 CHILDS ST CENTERVILLE MA 02632 USA 48016 . FLANSBURG,CHARLES M& FLANSBURG,BEVERLY D 53 MONROE RD E DOUGLAS MA 01516 USA' 248241 MAREGNI,KAREN P 0 BOX 434 CENTERVILLE MA 02632 USA 248279 OBRIEN,MARK T 35 TRINITY PL CENTERVILLE. MA 02632 USA 248280 �FLAHERTY,TIMOTHY J 8c 54 TRINITY PL CENTERVILLE MA 02632 KATHLEEN A 248281.. OBRIEN,KEVIN R&KELLY A 64 TRINITY CENTERVILLE MA 02632 USA .. PLACE Thursday,November 10,2005 ------ Page 2 of 3 1Viappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 1 248286 VIEIRA,MARIO D&MARIANGELAT ' 24 ALBERTI CENTERVILLE MA 02632 WAY 248287 NICHOLS„JOSEPHWE M 20 ALBERTI CENTERVILLE MA 02632 248288 COMMITO,ALBERT J&ANNE L 26 GLENDALE MELROSE IMIA �02176 USA AVE 248289 DENT;JOHN W& FRENCH,SARA B ALBERTI CENTERVILLE MA 102632 USA 028AY 248290 �DELANEY,KERRY P.&MAUREEN 26 ALBERTI CENTERVILLE MA 02632 USA WAY 249001 HRINGER,SUSI C/O FLEET PRIVATE CLIENTS GROUP 86 WILLOW ST YARMOUTHPORT MA 02675 USA 249010 COX,MICHAEL&CHERISE IP 0 BOX 130030 1HANOVERST BOSTON MA 02113 USA STATION � II 1 .Thursday,November 10,2005 Page 3 of 3 C RTI FI ED PLOT PLAN `` rE za LOCATED I N . $ARNSTABLE (CENTERVI LLE) . AUGUST 17, 2005 SCALE 1 20 I CERTIFY THAT THE EXISTING DWELLING SHOWN ON THIS PLAN •�,; IS LOCATED ON THE GROUND AS sr W._ -• E SHOWN HEREON . DATE �P REGISERED LAND. SUR EYOR LOCUS MAP SCALE I"= 2000� OQ� -lo ^-S 79°49'40"E 50.00 _ ol N PROPOSED w AP o �� DRIVE 39.85 W 15.25 1 N 0 - -/` i t18.T o 0 26'. O O p 1D ? 26 26� S 79°49'40"E 70.00 PROPOSED V„1 CB ,+ ADDITION V t5.991 I O' 20' <( !� 0 ww 14' 14' ° 16' - 24.29' N 0 O I — / 3 14 o }' LOT 18 CD M o 00 15,000 SQ. FT. N z z — Z r 0 N N J O W o 10 w ' 3 N EL O U.z 33.2923.7 C2-5 � I 17.8 EXIST. GAR. i i 1 3 i C6 ^2.44 N79049'40 W 120.00 _ 3 1 O MAP 248 PARCEL 009 I ELLEY No. 26100 GIST TRINITY PLACE NOMINEE TRUST - PETITIONER W I , ,e�'s CERTI FI ED PLOT PLAN (Atop LOCATED I N. I BARNSTABLE (CENTERVILLE) FEB B ', 2006 SCALE 1" 20 i � I CERTIFY THAT THE EXISTING FOUNDATION SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS Pi�E Jr W— E SHOWN HEREON . DATE cp REGISERED LAND SURV_ YOR LOCUS MAP SCALE 1"= 2000' s S 79°49'40"E 50.00 PROPOSED w �P o �� DRIVE 39.91 - 0 1 i O ` w ► � o L57 5--•—� 1 _O 1 I.8_.T5`� O 0 26':0 O _0 O z w EXISTING 10 FOUNDATIONN S 790 49'40"E 70.00 N W CB I �` 20.0 Q aU o, ; N 18.39 a - I � w a ' � . 14:0� M �=-- - 24.29' tr Y N I W t� o p - 14 � _3 } LOT 18 ° O "coN ZZ ` M O Z 0 15,000 SO.FT. _ _ 0 N N J O W X W o / 10, w 3 o �;.Z 5'0'� - 0 ;0 H c0 ! z :�a 33.29' / 25'f ` 17. 8 EXIST. I GAR. I . ' r 3 i CB 1 2.44 N79°49'40" W 120.00 - z 3 ' O II' MAP 248 PARCEL 009 i • ED' ! ELLEY H - No. 26100 �ssAE6►$fE� , LL TRINITY PLACE NOMINEE TRUST — PETITIONER