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Home My WebLink About0306 LONG BEACH ROAD (2) x M = , u rl tt .. IM5Q o r : 0 of ' r � v s� n Property Location' 306 LONG.BEACH ROAD 'MAP ID: 185/024/OOC//`, Vision ID: 12469 Other ID:-PORTLEDGE BY THE SEA Bldg#: 1 Card 1 of 1 Print Date:04/29/2003 13:52 �...�. �. , .�,�.F. -.;,xs . � e' er':, >�� ._"^_ ;w .t -,.vm.. ` � f..,.�at*�-..<:_ -' �'�r �• ., . .,..� ',� � .��..,�� r ..:z_ -. ,�� _. ,. Description Code Appraised Value "Assessed Value ALESSANDRO,CAROLE B , gpl > > 1855 ATWOOD AVE JOHNSTON,RI 02919 Barnstable 2002,MA ccoun Plan Ret. ax Dist. 300 Land Ct# ecProp. #SR VISION Life Estate DL 1 UNIT 3 Notes: DL 2 GIS ID: 185024CND I-otall 140,8001 , -DAgg, ..�. :a: k�a•..a..a •,.� --..aka x -". .x s -- , .--` ., _ txt.� will t.�. . - • . r. (-ode ssesse a ue Yr. C ode Assessed Value Yr. 'ode ssessed Value AWRY,GORDON B&SHIRLEY B 2944/157 Q 0 , o a: ota: 104,-M ota 104,9 is signature acknowleages a visit by a Data Collector or Assessor Year ype escnption Amount Coae Description Number Amount Comm.Int. Appraised Bldg.Value(Card) 140,800 Appraised XF(B)Value(Bldg) 0 Total: Appraised OB(L)Value(Bldg) 0 Appraised Land Value(Bldg) 0 Special Land Value Total Appraised Card Value 1409800 Total Appraised Parcel Value 140,800 Valuation Method: Cost/Market Valuation NetTotal AppraisedParcel a ue , IV 314 �. :.:R', ,e. , "e. : ;R ermitIssue Date lype Description Amount Insp.Date Yo Comp. Date omp. Comments Date FurposelKesult _. V Use(,ode Description Zone D Erontage Depth Units Unit Price 1.Pactor actor Nblut. Adj. Notes-AdflSpecial Pricing Adj. nit rice L nd Value - on ommm o es: o 51 Cardan niParcel Total an rea: U.UU ACio a an a u Property Locationr;306 LONG BEACH ROAD MAP ID.-185/024/000/ Vision ID:12469 Other"ID: PORTLEDGE BY THE SEA Bldg#: 1 Card 1 of 1 Print Date: 04/29/2003 13 r r r waxy a- . ement Cd. Ch. Description ConmerctaiDard Elements Style/ ype L on ommmm Element Cd. Ch. Description Model 01 Residential Heat Grade B Custom Grade Frame Type Baths/Plumbing Stories 1 1 Story Occupancy 00Ceiling/Wall ooms/Prtns Exterior Wall 1 14 Wood Shingle /o Common Wall 2 Wall Height oof Structure 3 Gablefflip Roof Cover 3 sph/F GIs/Cmp a nteriorWall l 5 Drywall -�ze._� 2 Element '-'ode escription h actor Interior Floor 1 0 Typical Complex 2 Floor Adj 100 Unit Location Z35 MA 235 Heating Fuel 3 Gas eating Type 9 Typical Number of Units C Type 1 None Number of Levels /a Ownership 6 Bedrooms 1 1 Bedroom Bathrooms room �1 Full 10 Total Rooms i Rooms nadj.Base Rate 70.00 Size Adj.Factor 1.45153 ath Type Grade(Q)Index 1.18 Kitchen Style Adj.Base Rate 281.76 Bldg.Value New 165,675 Year Built 1920 ff.Year Built (A)1975 rml Physcl Dep 25 uncnlObslnc 0 con Obslnc 0 Code Description rercentqEe Sped.Cond.Code da on ommiu luu Spect Cond% 10 Overall%Cond. 85 eprec.Bldg Value 140,800 r y S.'.�3.i. .. l,'xs..• ., 4 y .;ec �''x:. F.'•�'"`. o a Description LIE Units Unit Price Yr. DpRt -YoCnd Apr. Value .a ter. o e_ Description LivingArea UrossArea Ejj.Area -"UnitCost Undeprec. Value �-BAS PirstHoor. t. ross tv ease rea g a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel dj Permit# a00(o / Health Division " ' Date Issued Conservation Division ., . �`. ; Application Fee r 06 Tax Collector Permit Fee Treasurer Planning Dept. t. Date Definitive Plan Approved by 9 Plannin Board Historic-OKH ,- Preservation/Hyannis „!)L Project Street Address Lin Village Owner /v • A dress Telephone Permit Request 1L-- m 4)refeet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation vii g y ?� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing Structure I �!' } Historic House: ❑Yes rAo On Old King's Highway: ❑Yes o Basement Type: R(Full ❑Crawl ❑Walkout ❑Other . Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) -020 Number of Baths: Full: existing new a Half:existing �_ new Number of Bedrooms: existing_ new ef) — n Total Room Count(not including baths): existing C < new First Floor Room Count F� Heat Type and Fuel: O'Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes [?'No Fireplaces: Existing �_ New Existing wood/coal stove: ❑Yes Q40 Detached garage:0 existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION NameP4 Telephone Number Address License#ac4v_�L I J b �S Sodom 3 Home Improvement Contractor#,' Worker's Compensation#} ALL CONSTRUCTION DEBRIS RESULT G FROM THIS PROJECT BE TO SIGNATURE DATE 4 FOR OFFICIAL USE ONLY ,. PERMIT NO. DATE ISSUED &P/PARCEL NO. ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION <' FIREPLACE - ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH ; ! FINAL ' 6r GAS: ROUGH FINAL ti_ t FINAL BUILDING ; DATE CLOSED OUT ! ASSOCIATION PLAN NO. ie f K ik _ k , f Q* °FtKKE r Town of Barnstable 20 Regulatory Services RARN i E ' Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 12, 2007 Albert R. Brown 34 Horatio Ln. Centerville, Ma. 02632 REt'"306 Long Beach Rd. Map : 185 Parcel : 024 OOC Dear Mr. Brown: This letter is to follow-up on an application submitted to do work at the above referenced address. Unfortunately,the application can not be approved at this time because the work is closer to a nearby river than allowed by local zoning. A variance would have to be granted by the Zoning Board of Appeals before a building permit could be issued.If you decide, at a later date, that you wish to go forward with the project you must apply again and provide the necessary documents. If this office can be of any further assistance please do not hesitate to call. I may be reached at(508) 862-4034. Sincerely, ey L. Lauzon Local Inspector Q:zoning5 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ry s Map gJ Parcel f�a�_j,�� Application#��d�v ` C Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board i 2�Z /W7 Historic-OKH Preservation/Hyannis Project Street Address L_oaz 60-h Village 4 Owner /�nu 5UA Address Telephone ffDF'77 /— 4-aW Permit Request tX or Square feet: 1 st floor:existing proposed 871' 2nd floor:existing N Pr proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure a y Historic House: ❑Yes No On Old King's Highway: ❑Yes 14AO Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing l�hi- new Number of Bedrooms: existing / new Total Room Count(not including baths):existing c: new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other N 18 Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use - - Proposed Use BUILDER INFORMATION Name RTelephone Number Addr s License# •��2 G10 Home Improvement Contractor#_ Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO , SIGNATURE DATE I!'a 7—C� ,� i FOR OFFICIAL USE ONLY cd _ PERMIT NO. - DATE ISSUED ' ~ 'MAP/PARCEL NO. ADDRESS '� VILLAGE -- OWNER r DATE OF INSPECTION: FOUNDA TION FRAME ) 0-F �B l KGB loee- INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL - - GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I i `p The Commonwealth of Massachusetts Department of Industrial Accidents _ Office of Investigations • ' + d 600 Washington Street Boston,M.�4 02111' wti .mass.govl vw dia ' VVorkersr. Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers A-pplicant InforMation .Please Print Le ibl Frame(Business/Organization/Individual): . L'— Address: y �N City/State/Zip: f Phone.##: Are you an employer? Check the appropriate box; :Type of project(required):. El azq a employer with 4. [] I am a general contractor and I employees (full and/or part-time),* • have hired the sub contractors 6. ❑New construction . 2.1 I am a'sole proprietor or partner- listed on the'attached sheet. 7. [ Remodeling ship and have no employees These sub-contractors have g. 7 Demolition working for me in any capacity. errmployees and have workers' ' [No workers' comp,insurance comp, insurance.$' 9. ❑Building addition required] 1 5. 7 We are a corporation and its 10.❑Electricalrepairs or additions • officers have exercised their 3.❑ I am a homeowner doing ill-work . 11,7 Plumbing repairs or additions ' rays o workers'com . right 6f exemption per MGL Y � P • 12.❑Roof repairs insurance,required.]t c. 152, §1(4), and we have no employees. [NO' workers' 13.7 Other comp,insurance required.] *Any applicant that checks boz ft1 must also fill out the section below showing their workers'compensation policyinfam-ation. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside.contracton must submit anew affidavit indicating such. :contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornottbase.entities have employees, If the sub-contractors have employees,they must provide their workers'comp,polidy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or S elf-ins.Lic.A Expiration D ate: Tob Site Address: City/State/Zip: Attach a copy of the workers' compensation policy-declaration page'(showing the policy number and expiration date). Failure to secure coverage as requred under Section 25A of MGL c. 152 can lead to the imposition of cr±a±al penal--es of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK•ORDER and a ine of up to$250.00 a day against tht violator. Be advised that a copy of this•statement maybe forwarcledto the-Office of 7L,vestiaations of the DLA for instiance coverage verification. I do hereby certify under t e pains•and nalties of perjury that the information provided above is true and correct. Si�ature: Date: 1 �v P=one � i Of icial use only. Do not wriie in this area, tb,be completed by.city or town afjidaL ' h, i i City or Town: Pert/License# I Issuing Authority(circle one): 1,Board ofgealth 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing T spectar 6.other Contact Person: Phone#: I ' _ 1 Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for+heir eu�ployees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract ofhiie, express or implied, oral or written." An employer is defined as "an individual,partnership;association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a-deceas-d employer, or The receiver or tm tee of an individual,part;aership,association or other legal entity,employing employees. However the owner of a d>Yeling house harm;not more than three apazfinenis and who resides therein;or the occupant of.�e dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant aereto shall not because of such employment b e deemed to be an employer." MCTL chapter 152, §25C(6).also states that"every state or local llceiving agency shall withhold the issuance or renewal of a license or.per`nut to'operafe 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 chapteL.152,§25C(.)states`Neither the commonvvealth nor any of is political subdivisions shall enter into any contract for,the performance of pub lic•work until acceptable evidence afcompl aLee zvith'the insurance' requirements of this chapter have been presented to the contracting authority.." Applicants Please fill.out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,it necessary, supply sub-contiactor(s)name(s),addresses)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members*or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers.' compensation policy,please call the Department at the number listed below, Self-insured companies should enter their self-insurance license number on the appropriateline. City or Town Officials Please be sure that the affidavit is complete*and printed legibly. The Department has provided a space at the bottom of the-affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city'or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves-etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Depaxt=nt's address,telephone-and fax number,; �C0.=aQZWWth of Ma=4husc,,tts Dtpazaat ofdus�al A.eezdemts Offloe of Investigations 60O Wa",ctori Street Bostaa,.MA 021 H . TO.#61 7-727 4000 ext 406 or 1-377 MAS.SABB Fax#617-727-7749 Revised 11-22.06 1 °FTME� � Town of Barnstable Regulatory Services BArwseABLE, ' Thomas F.Geiler Director 9 MASS. > . 019. MA'� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 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: �j }(' Estimated Cost Address of Work: w Owner's Name: , Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 OBuilding 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 PENAL OF PE I hereby apply for a permit as the agent of the owner: .�. -� S oGs5�� Date Contractor N e Registration No. OR Date Owner's Name Table aSz1n tcuum No ` ' Pssseriptive Pacicmgd for Cue and TY O-F=By R.aldeotial BalldlapNested witt'Frnul'F'Fe1s 114AXf11um , MMIMU!►3 Glaring Gls>zng Ceiling Wail Floor Ruerneat Stab •SeatiaglCooling Areal('!.) U-value= R-valuer ' K YAluet R•Ywues Wav Parader Eq►�Fment Et6aeacy' 1° 'fie R-valuer R-value 570I to 6500 Besting Ilegrse Da 4r' IZ°!a 0.40 31 13 19 10 6 N0 iZ%a 0S? 30 19 I9 10. - Norma I2%a 0.50 31 13 I9 10 Isla 036 33 13 35 .WA P1lA. Normal Gv 15% 0.46 33 19 19 10 $ '�°U AFUE 15°! 0.44 31 13 25 NIA' '' U AFUE % 13% 0.52 30 19 19 10 Normal x 13% 032 31 !3 25. T1/A Id/A y �13%. 0.¢2 38 19 25 NIA N1A Norm al it 18% 0.4Z 31. 13 19 i 6 90 AFUE ;�; I M G 30 30 19 19 i0 8 90 AFU£ DRESS OF PROPERTY'- 1, AD 2, SQUARE FOOTAGE OF ALL.EXrMOR WALLS; 3, SQUARE FOOTAGE OF ALL GLAZING; 4, c/o GLAZING AREA(#3 DIVIDED BY.#2): 5, SELECT PACKAGE(Q--AA o see chart above); ; OTEc OTHER MORE INVOLVED jaTHOD NS OF DEIMAY G ENERGY'REQUMEUMMS ARE AVAILABLE, ASX•US FOR TEM INFORMATION. BMDING-INSPECTOR APPROVAL: NO: YES: q-farrms-fla4303a , Residential and Commercial Licensed & Insured 6/17/2006 Name'/Address RICHARD ROUGEAU PORCH ADDITION Project Description Total Labor to file and pursue building permit to issue. 1550.100 Labor to remove existing ifloor in area to be enclosed 320.00 Labor to frame for new floor in project area 400.00 P _6 mil plastic vapor barrier 30.00 2x1Ox12 pt,floor joists and box frame 385.20 Simpson hangers for floor joists 150.3.0 3/4" t&g advantec plywood for decking 421.95 Fasteners 112.50. 2,000.00 Labor to frame new wall front and 2 sides,including sheathing„includes prep to connect to existing wall 2x6x 16 kd framing stock 495.00 2x6x16 pt for plates 83.22 4x8x 12 fir, header stock. z3q.85 THANK YOU FOR CONSIDERING THE HOME REPAIR COMPANY Total Signature Page 1 ROY BROWN- 34 Horatio Lane, Centerville,VIA 02632 Phone: 508-775-6582: Fax: 508-775-1836 `" OF Residential and Commercial Licensed &Insured 6/17/2006 Name/Address - RICHARD ROUGEAU PORCH ADDITION Project Description Total 1/2" cdx sheathing,for walls 290.52 fasteners, hot dipped,gale. for frame s house wra .Paper roll 75.00 vycore ice & water barrier for open ings - 74.40 _ azak corner boards 16' ;` 120.00 1 x4x20 primed for window & door trim 283.05 fasteners,stainless steel for trim 50.64 Anderson windows for front of addition 1,987.50 Anderson window for side of addition '493.75 Pella sliding patio door for front of addition 562.50 white cedar shingles for siding 534.60 Labor to insulate floor, walls; & ceiling - 300.00 R-30 kraft faced fiberglass insulation for floor & ce ling..per roll 647 52 R-19 kraft faced fiberglass`insulation for walls..per roll 506.16 THANK YOU FOR CONSIDERING.THE HOME REPAIR COMPANY Total Signature Page 2 ROY BROWN-34 Horatio Lane; Centerville,MA,02632. Phone: 508-775=6582 * Fax: 568-775A836 Residential and Commercial ;. I✓icensd & Insured 6/17/2006 { Name7 Address RICHARD ROUGEAU PORCH ADDITION Project . Description : . Total Labor.to hang sheetrock,tape joints, sand ,& prime.. s 900'°° 1/2" white board, (sheetrock) 624.90 fasteners, sheetrock screws.. 27.00 sheetrock tape, rolls 18.00' ready mix, sheetrock compound 89.46 sealer primer for sheetrock 168.00 Labor to trim interior of new project 400.00 Windsor 1 primed pine for window & door trim 144,2' Windsor 1 primed pine for baseboard trim lsaso fasteners„finish nails for trim :. 114.00 ,-: , , . 800 00 Labor to paint interior &exterior of new addition wood filler 43 caulking 74.25 exterior paint fortrim 90.06 ti THANK YOU FOR CONSIDERING THE HOME REPAIR COMPANY 'TOt1i Signature . Page 3 ROY BROVJi\ 34 Horatio Lane, Cente'rvi[le;M'A 02632 Phone: 508-775-6582, * Fax: 508-775-1836 S .. iResidential and Commercial �Q`c Licensed & .Insured 6/171/2006 Name/Address RICHARD ROUGEAU PORCH ADDITION Project Description s Total exterior paint for siding , � ., 7 . 90.00 . interior paint for trim 90.00 h. 228.00 interior paint for walls Labor to clean up complete project and remove all debris from-site 1 192.00 Disposal fee 250.00 THANK YOU FOR CONSIDERING THE HOME REPAIR COMPANY. $16,681.64 Total Signature Page 4 , ROY'BROWN-34 Horatio Lane, Centerville-MA 02632 Phone: 508-775-.6582 * Fax: 508-775-1.836 BARNS TABLE of T O W1 BAMffrABIZ 16 ��`� .07 OCT 18 PI2 :08 Town of Barnstable Zoning Board of Appeals Decision and Notice Rougeau Appeal 2007-085 _ Findings on Section 240-7.G Setbacks from Wetlands. Finding that the nature of the relief is de minimis and no relief is required Summary: Finding no Relief Required Petitioner: Richard N. Rougeau Property Address: Unit No. 3-Portledge by the Sea Condominium, 306 Long Beach Road,Centerville,MA. Assessor's Map/Parcel: Map 185, Parcel 024-OOC .Zoning: Residence D & Resource Protection Overlay Districts Background & Review: Appeal 2007-085 was filed in conjunction with Appeal 2007-084. The two appeals sought to alter and expand one of the residential units located in the multifamily building within the required 35-foot to wetlands. The unit to be expanded is Unit#3 of the four condominium units known as Portledge by the Sea located at 306 Long Beach Road in Centerville. The property is a 0.26-acre lot and its development dates back to the 1920's. According to the application submitted the petitioner seeks to construct an addition of a three season room to the rear of the existing building. From the plans submitted there-is an existing footing and an upper level deck that is to be partly restructured into a three season room. The area to be enclosed measures approximately 15 by 10 feet overall and is calculated to be approximately 129 sq.ft. in gross area. The location of the addition is 34.4-feet from the wetlands as defined on the plan as the "Top of a Coastal Bank", that is more correctly a "river bank." Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on August 9, 2007. 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 October 10, 2007, at which time the Board found to grant the Special Permit subject to conditions. Board Members deciding this appeal were, Ron S.Jansson, James R. Hatfield,John T. Norman, Kelly Kevin Lydon, and Chairman, Gail C. Nightingale: .The petitioner, Attorney, Richard M. Rougeau, was present during the hearing and represented by Mr. Roy Brown, the general contractor. Mr. Brown presented the plans for the proposed three-season enclosure noting that the location was based upon an existing foundation wall that was located only some 4 feet from the back wall of the unit. He noted that it would be no further out from the a Town of Barnstable-Zoning Board of Appeals a Special Permit 2007-085 Decision and Notice-Rougeau foundation wall. The Board noted that is was a very small addition and the intrusion into the setback from wetlands was approximately 7 inches. The Board reviewed the plans and noted that the 7-inch intrusion into the required setback from the wetlands was de minimis. However, it was noted that the proof of the pre-existing legally created nonconformity in the setback had not been established and that relief from the required setback may be required. Mr. Brown cited that relief was sought in this appeal, 2007-085, which was intended to be a variance. The Board discussed the issue and determined to make a finding that the intrusion is de minimis; therefore, no relief is required. Chairman Nightingale asked for.public comment and Mr. Rougeau submitted a letter from Demetrios and Yeota B. Haseotes of 309,Long Beach Road supporting the grant of the relief requested. No-one spoke in favor or in opposition at the hearing. Findings of Fact: At the hearing of October 10, 2007, the Board unanimously made the following findings of fact: The proposed location of the expansion is situated 34.4 feet off the wetlands where a 35-foot setback is required.- The difference amounts to a 7-inch intrusion into the required setback from the wetlands which is de minimis; therefore, no relief is required. The vote was as follows: AYE: Ron S. Jansson,James R. Hatfield; John T. Norman, Kelly Kevin Lydon, and Gail C. Nightingale NAY: None Ordered: Findings on Appeal 2007-085 indicate that no relief is necessary as the intrusion is de minimis. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within 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 must be filed in the office of the Barnstable Town Clerk. C� rlo s J12*GC. Nightingal -Chair n Date Signedda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts,Hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and Zj x that no appeal of the decision 4s been file in the office of the Town Clerk.. Signed and sealed this �_�day of`' pQ Winder the pains and penalties70f peiJu,ry E Linda Hutchenrider-Town Clerk 2 LEGAL NOTICES rt TOWN OF BARNSTABLE ZONING'BOARD OF APPEALS NOTICE OF PUBLIC HEARING UNDER, ZONING ORDINANCE To all persons interested'in,or affected by the Zoning Board of Appeals under Section 11,of Chapter`40A of.'t One I,Laws of .the Commonwealth of Massachusetts and all -an -4in thereto`,, you are hereby notified than`* 7:00 PM ";Appeal 2007-082 da Souza Lopes Alcimir de.Souza Lopes hea applied for a spew li permd In ec- oordance with:Section:240-47.1(A)(1)'Family Apartments ;The; applicant seeks to maintain i family apartment in excess of the'600 ! sq.ft.permittedunderZoning:Tteapertmentunitocoupiesappr,1 ? mately1,200 sq,ft:,,.The property is eddressed as:1109 Shoottlying `. Hill Road,'Centerville;'MAand is shown on.Mies aor's Map 180 as parcel 223.It Is,in a Residence D-1 Zoning Distnct 7:10 PM :Appeal 2007-081 'Gargan s r JosephE.GargenB Pauli R Gargantravepehtion*adforaSpecial :1 Permit pursuant toSection240-91 Nonconforming`Lots Th@i cants seekto transfer 2;733 sq ft of lot area at 621 ScudderAven-0 Hyannisporf Mass,to the petiboner's'abuttlp lot et 49 Lafayette° < Avenue,Hyannisport Mass.1The subject propertieaare ahown`on Assessor's Map 287as parcels 647 and 048 commonly addressed .` es 621'ScudderAvenue and at 46 Lafayette Avenue,Hyanoisport MA:-The property Is in'a Resldence F-1.Zoning Dlatdet ,t F' 8r00 PM Appea12007.092 yeges n . d; Thomas 8 Done-Maria Vegas have epplled for Veriancea'to'Sea- 4 tion 240-11.E Bulk Regulations,Minimum Lot Area of one-acre. ." The variance is`sought for an undeisied 20 016`sq.ft lot Lot#2 created by a June 4,2004,�Approyal Not Require d'plan recorded et ' the Barnstable,Registry of Deeds m Plan Book 609 page 40 Lot#2 is showing on'Assessor'e MaIi W as parbil 104 061 which frontson Strawberry Hill Road.ThatAgiessor's parcel la ddresasd 29a Old Craigville Road.Hyannis;MA The lot is in a Residence B Zoning District and a:Wellhead Protection Overlay District 8:00 PM Appeal 2007.Oi7 t E „.Vages °"tT t,' "t Thomas&Done MeneVageshave'epplledforVerienceatoSection 240-91H DevelopedNon`coniormingCotProtection#oallowforthe demohhonerid'rebuildingona lot 6reatedbyavaifar.6 Thesubjiaf lot is shown as Lot02 on an Approval Not Required:plan recorded at 'the BamstableRegrstry'of Deeda In Plan Book'609 pa0e40 t ot#2: is showing on Assessor',Mep 247 es.parcel 104-001 which fronts on Strawberry Hill Road =That A,asea"sor's parcel;'s addressed ae' 293 Old Craigviile Road,Hyennie MA elhe lot ie;in a Reaiden`ce B' Zoning District and a Wellhead Protedon Overlay"Diatnct' ;r` 8:16 PM`°Appeal 2007-084 �URoageau r• � <"� Richard N.Rougeau"ties petitioned for a SpeciaLPermit pureuent to Section 240.93.8 Alteretion/Expanston of a pre=ezieting nonrxin ;? .forming building or structure and Sactlon 240 94 B'Expenalori'0 a'k pre-existing nonconforming use The petitioner aeeke to expand the area.of Unit No.3 by enclosing a part of an open exterior deck`:The location of;the proposed expansion is nonconforming wimh'Sectioh�i 240-7:6 as If Is'sltuated 34,4 feet from4etiands4hen a 35=foot,w�, setback is required The use of the property Is,multifamily and does ` not conform totheusespermittedinthedii6ict,The property isaom; monly known as the PbrIlidgi by the Seacondonriniume addressed es 306 Long Beech Road and is shown on Assessor a Map 1 s6 as parcel 024-OOC. it Is;in a Residence D Zoning District ^X ^;* Fj 8:16PM Appeal 2007.086 + Rougeau Richard N.Rougeau has petitioned for a Spdbla(Pa. it pursuant- to Section.NO-TGSetb'acka'ft6 etlanda The;patiNoner 9 91 j the permltto'workwithin 35 feetof water to enclose partof an open deck attached to Unit No 3.Theproperlylacommontyknownasthe" Pordedge by the Sea condominluma eddreased ae 308 Long Beach' I - Road and is'shown`on Assessor s Map185 as parcel 024 OOC: It'I is Ina Residence D Zoning Dratdct ` -J i These public,hearings will be held et the biniiible Town Hall, 367 Main Street,Hyannik MA,Hearing Room 2n°Floor Wednesday October 10 2007 Plans and applications may be reviewed at Zoning Board of Appeals office Growth Management Department ' Town Offices 200 Main Street Hyannis;MA r H I Gail C•Nightingale Chalnnan j oning Board of' ppeals'L' The Barnstable Patriot Septembei 21,and September 28 20U7 3 6 , i, Arutterl2eport Page 1 of 1 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '185024CND' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 15 Close Map &Parcel Ownert Owner2 Addresst Address 2 Mailing CityStateZip ? 185011 BAGLEY,THOMAS S 729 SOUTH MAIN CENTERVILLE, ST MA 02632 185012001 CRAIN, RAMSAY E& 5536 ISLEWORTH. WINDERMERE, MERRILEE COUNTRY CLUB DR FL 34786 HASEOTES, CUMBERLAND, 185023 DEMETRIOS& FAIRHAVEN RD RI CUMBER YEOTA B \, 18502400A SIMPSON, KENNETH 306 LONG BEACH CENTERVILLE, LEO TR RD UNIT 1 MA 02632 18502400B BIELING, LISA A& 25 POPE'S LA HINGHAM, MA JEFFREY D 02043 18502400C ROUGEAU, 306 LONG BEACH CENTERVILLE, RICHARD N RD, UNIT 3 MA 02632 P' 18502400D GREEN,AARON TWO AVERY ST APT23-D 021110ON, MA PATERNOSTER, PATERNOSTER, S 185025 MICHAEL A JR& LAURIE A .48 CHATHAM HILL GLASTONBURY, ' CT 06073 185026 ANGELO,JOYCE 28 WAYSIDE INN FRAMINGHAM, RD MA 01701 GROSSMAN 49 APPLE VALLEY SHARON, MA 85027 BARBARA J TR SUE-NAN TRUST DRIVE 02067. 1$5032� POORVU, WILLIAM J 975 MEMORIAL DR CAMBRIDGE, MA TRS #710 02138 185033 ANGELO,JOYCE 28 WAYSIDE INN FRAMINGHAM, RD MA 01701 185034 HASEOTES, BYRON 293 LONG BEACH CENTERVILLE, &JOYCE E RD MA 02632 HASEOTES, LAND, ` 185035 DEMETRIOS& FAIRHAVEN RD RI CUMBER LAND, YEOTA B02864 � 185036 BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS, MA TOWN OF(CON) COMM 02601 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 9/13/2007. http://www.town.bamstable.ma.us/arcims/anngeoann/AhntterR ennrt.a cny 9tvna=7R A OBI 10007 ✓X- TaanvnwauueaCC� a��/�a�aaefau.Oe�Za j BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR I Number CS 065525 k' Birthdate 02/12L1942 f E" "psi 02/12/2008 Tr.not 16902 I i . - Restricfed 00 ,' I ALBERT R BROWN ('`f 34 HORATIO LN CENTERVILLE, MA 02632`'' r Commissioner Boa to %ri a��/ll� .. Of Building Rcgidations an a-"� SOME IMPROVEM gu d Standards Ref T CONTRACTOR 9 straLon: 126560 Exp�rat►on: _. 6/2.1/2008 l ' Type DBq I , ALBERT ROy BROWN NAME ALBERT REP BROWN �_. ; - AIR 34 HORATIO LN , CENTt+?VILLE MA 02632 Deputy Adm t,a for i U 4/1JW2007 6172501099 PSG PAGE 02 To: Town Df Barnstable From: Portledge by the Sea Condominium This letter is-to confirm that all Trustees of Portledge by the Sea Condomirdu m located at 306 bong Beach Road,Centerville,Massachusetts agree to allow Richard N.Rougeau,owner of Unit#3 in Fardedge by the Sea,to proceed with the followit�: Add a room to face the Centerville River at the rear of his pmertt unit. Please sign'below that you agree to the above. A drem T tee Lisa Biel Trustee Peter-Ruddick,Trustee Dick Rougea Trustee EO/EO 'd 99998LL809 'ON X8d sa�►!!0 '"l Wd 6021 NOM LOOZ-12-AVW - - i BOISE, Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, January 07, 2008 08:58 Build 91 File Name: R Brown_306 Long Beach Rd.BCC Job Name: Description: FB01 Address: 306 Long Beach Road Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Roy Brown Company: Shepley Wood Products Code reports: ESR-1040 Misc: 11 4 3 1 ; A, 12-uu-uu BO,3-1/2" B1,3-1/2" LL 3600 Ibs LL 3600 Ibs DL 3045 Ibs DL 3045 Ibs SL 2880 Ibs SL 2880 Ibs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-00 40 10 12-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 12-00-00 100 n/a 3 roof Unf.Area(psf) Left 00-00-00 12-00-00 15 30 16-00-00 4 deck Unf.Area (psf) Left 00-00-00 12-00-00 60 15 02-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 26434 ft-Ibs 72.0% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 7491 Ibs 55.0% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. L/320(0.433") 75.0% 2 1 particular application.Output here based Live Load Defl. L/471 (0.294") 76.5% 2 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.433" 43.3/0 2 1' Installation of BOISE engineered wood Span/Depth 11.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions, please call BO Post 3-1/2"x 5-1/4" 9525 Ibs n/a 69.1% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 6-1/4" 9525 Ibs n/a 69.1% Unspecified BC CALCO, BC FRAMER®,AJSTM', ALLJOISTO, BC RIM BOARDTM, BCIO, Cautions BOISE GLULAMT"" SIMPLE FRAMING SYSTEM@,VERSA-LAMO,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUSO,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram a / • • • ' T 0 110 y c - /� _ y ..4 . ,\ ee o o o / a minimum=2" c=6-7/8" b minimum= 3" d= 12" e minimum= 3" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 fnols ry Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RBO1 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, January 07, 2008 08:58 Build 91 File Name: R Brown_306 Long Beach Rd.BCC Job Name: Description: RB01 Address: 306 Long Beach Road Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Roy Brown Company: Shepley Wood Products Code reports: ESR-1040 Misc: �o 12 14-00-00 BO,3-1/2" B1,3-1/2" DL 485 Ibs DL 485 Ibs SL 980 Ibs SL 980 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 14-00-00 15 35 04-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4799 ft-Ibs 29.9% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 1239 Ibs 17.0% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. L/513(0.317") 35.1% 3 1 particular application.Output here based Live Load Defl. U767 (0.212") 31.3% 3 1 on building code-accepted design Max Defl. 0.317" 31.7% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 17.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1465 Ibs n/a 16.0%' Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 1465 Ibs n/a 16.0% Unspecified BC CALCO, BC FRAMER®,AJSTM' ALLJOISTO, BC RIM BOARDTM,BCI8, Cautions BOISE GLULAMT"" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are For roof members with slope(1/4)/12 or less final design must ensure that ponding instability trademarks of Boise wood Products, will not occur. L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(L/240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Member Slope= 0, consider drainage. Connection Diagram i►'b —d — a cll a minimum=2" c= 5-1/2" b minimum= 3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 low jr- LJ Ito, —IT i 1�41 PL )i 17-1 T F FF -,j ItS 11qs i tz 1 is —A-,A , i 2-1 G's i 4.6c LN Lk 5 L Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1FB01 BC CALCO 9.5 Design Report- US 1 span No cantilevers 0/12 slope Monday, January 07, 2008 08:58 Build,91 ' File Name: R Brown_306 Long Beach Rd.BCC Job Name: Description: FB01 Address: 306 Long Beach Road Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Roy Brown Company: Shepley Wood Products Code reports: ESR-1040 Misc: -4 J Eff3 c i 12-00-00 BO,3-1/2" B1,3-1/2" LL 3600 Ibs LL 3600 Ibs DL 3045 Ibs DL 3045 Ibs SL 2880 Ibs SL 2880 Ibs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-00 40 10 12-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 12-00-00 100 n/a 3 roof Unf.Area(psf) Left 00-00-00 12-00-00 15 30 16-00-00 4 deck Unf.Area(psf) Left 00-00-00 12-00-00 60 15 02-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 26434 ft-Ibs 72.0% 115% 2 1 - Internal be verified by anyone who would rely on End Shear 7491 Ibs 55.0% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. L/320 (0.433") 75.0% 2 1 particular application.Output here based Live Load Defl. U471 (0.294") 76.5% 2 1 on building code-accepted design Max Defl. 0.433" 43.3% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions, please call BO Post 3-1/2"x 5-1/4" 9525 Ibs n/a 69.1% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 5-1/4" 9525 Ibs n/a 69.1% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD TM, BCIO, Cautions BOISE GLULAMT"" SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRANDO,VERSA-STUD@)are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b d— a o e O O o / a minimum=2" c=6-7/8" b minimum=3" d= 12" e minimum= 3 Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 i " BOISE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, January 07, 2008 08:58 Build,91 ` File Name: R Brown_306 Long Beach Rd.BCC Job Name: Description: RB01 Address: 306 Long Beach Road Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Roy Brown Company: Shepley Wood Products Code reports: ESR-1040 Misc: �o 12 77 r r 14-00-00 BO,3-1/2" B1,3-1/2" DL 485 Ibs DL 485 Ibs SL 980 Ibs SL 980 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 14-00-00 15 35 04-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4799 ft-Ibs 29.9% 115% 3 1 -Internal be verified by anyone who would rely on End Shear 1239 Ibs 17.0% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. L/513(0.317") 35.1% 3 1 particular application.Output here based Live Load Defl. L/767 (0.212") 31.3% 3 1 on building code-accepted design Max Defl. 0.317" 31.7% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 17.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions, please call BO Post 3-1/2"x 3-1/2" 1465 Ibs n/a 16.0% Unspecified (888)234-0056.before installation. 131 Post 3-1/2"x 3-1/2" 1465 Ibs n/a 16.0% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARDTM,BCIO, Cautions BOISE GLULAMT"^ SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUSO,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUD@ are For roof members with slope(1/4)/12 or less final design must ensure that ponding instability trademarks of Boise wood Products, will not occur. L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope= 0, consider drainage. Connection Diagram a c a minimum=2" c=5-1/2" b minimum=3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 W3SE" Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 BC JALC®9.2 Design Report- US 1 span No cantilevers 0/12 slope Thursday, December 15, 2005 13:52 Build 141 File Name,,,B.0 CALC Project Job Name: Rougeau Descripti n: ridge r Address: Specifier: City, State,Zip: , Designer: Joe Madera Customer: Roy Brown Company: Shepley Wood Products Code reports: ESR-1040 Misc: Preliminary Design I° » 12 e� x: 17-00-00 --- - = BO,3-1/2" B1,3-1/2" DL 1647 Ibs r DL 1647 Ibs SL 3060 Ibs SL 3060 Ibs Total Horizontal Product Length=17-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 106% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 .17-00-00 15 psf 30 psf 12-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18941 ft-Ibs 56.7% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 3900 Ibs 36.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. L/341 (0.583") 52.9% 3 1 output as evidence of suitability for Live Load Defl. U524 (0.379") 45.8% 3 1 particular application.Output here based Max Defl. 0.583" 58.3% 3 1 on building code-accepted design Span/Depth 14.2 n/a 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4707, (8 Ibs 53.0% 51:2% Spruce-Pine-Fir ask questions, please call 00)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 4707 Ibs 53.0% 51.2% Spruce-Pine-Fir BC CALCO, BC FRAMER@,AJSTM Cautions ALLJOISTO, BC RIM BOARD TM BCIO, BOISE GLULAMTM'SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS&,VERSA-RIME), VERSA-STRANDTM,VERSA-STUDO are Notes trademarks of Boise Wood Products, Design meets Code minimum (U180)Total load deflection criteria. L.L.C. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope= 0, consider drainage. Connection Diagram ► b ►--d— a I c a a minimum=2" c= 5" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails S . Page 1 of 1 O $E- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamT1302 BC jALC@ 9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 15, 2005 13:52 Build 141 File Name: GCA CProject Job Name: Descripf : header Address: Specifie City, State,Zip: , Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5 4 .b 1 a fi t MW 06-06-00 BO,3-1/2" B1,3-1/2" ILL 1210 Ibs LL 1210 Ibs DL 1148 Ibs DL 1159 Ibs SL 1530 Ibs SL 1530 Ibs Total Horizontal Product Length=06-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 06-06-00 40 psf 10 psf 01-00-00 2 Trapezoidal Left 00-00-00 0 plf n/a 3 Trapezoidal Right 00-00-00 03-03-00 20 plf n/a 4 Conc. Pt. Left 03-03-00 03-03-00 2160 Ibs 46MIpff n/a 5 .ridge Conc. Pt. Left 03-03-00 03-03-00 1647 lbs306O Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 11388 ft-Ibs 70.9% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3820 Ibs 52.6% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U601 (0.121") 39.9% 2 1 output as evidence of suitability for Live Load Defl. U850 (0.085") 42.3% 2 1 particular application.Output here based 0.121" 12.1% 2 1 on building code-accepted design Max Defl. Span/Depth .6 1% 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3888 Ibs 43.8% 42.3% Spruce-Pine-Fir ask questions, please call (8 B1 Post 3-1/2"x 3-1/2" 3899 Ibs 43.9% 42.4% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM, Cautions ALLJOIST® BC RIM BOARDTM, BCIO, BOISE GLULAMTM' SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND TM,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 rSE Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamT1302 EEC CALL®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 15, 2005 13:52 Build 141 File Name: BC CALC Project Job Name: Description: header Address: Specifier: City, State,Zip: , Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram b I--d a c N i a minimum=2" c= 5-1/2" b minimum= 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails t P�OFTHE�� Town of Barnstable Regulatory Services 9B"HAM L��t' Thomas F. Geiler,Director - 4'„�Ecy"`� Building Division . .. Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862. 403 8 Fax: 508-790-6230 PLAN REVIEW Owner: F�O v. - Map/Parcel: I SSOM(000- Project Address 3&C �-6'4 Beac� Builder: grow A. The follow' g items were noted on reviewing: e o b e 1,Q` Ives- ®Q cos iS —r k i 'i d'S Za rkeus, Yam. LIL l e YUVkaV�c Kr— • r 3 ll2 OI Reviewed by: 1e,�.-� r►�esS�� Date: " Q:Forms:Plnrvw °FIKEr° Town of Barnstable Regulatory Services 9EAMASS. Thomas F.Geiler,Director �AIE 639. 0.�O Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 12, 2007 Albert R. Brown 34 Horatio Ln. Centerville, Ma. 02632 RE: 306 Long Beach Rd. Map': 185 Parcel : 024 OOC Dear Mr. Brown: This letter is to follow-up on an application submitted to do work at the above referenced address. Unfortunately, the application can not be approved at this time because the work is closer to a nearby river than allowed by local zoning. A variance would have to be granted by the Zoning Board of Appeals before a building permit could be issued. If you decide, at a later date, that you wish to go forward with the project you must apply again and provide the necessary documents. If this office can be of any further assistance please do not hesitate to call. I may be reached at (508) 862-4034. Sincerely, fr L. Lauzon Local Inspector Q:zoning5 _ - t , r _ 0 r I 1 I ' P j - x Y iq 71 c t 1 ,y+ J rx I �r f -__.. �. _-_...._..__—._ -. �. -.. ._ ,.. i �. „• — �yN fir' i ' - ',S� _..-: �- .:s. F-.=�--t--F. .",._..,, _...._•_ — �—.I I I f ,l(31." I tid 3 I 'a 1 • III • � _-__�. �.I -I' tiI !I i � i - '- -v:' .' ' rr !f' r. 3• _ � .:�.� it I a ff I r ' E i a , t r. .... .. _ - i r , I I : ry 't APPROVED BY: - SCALE: = � 1-0 DRAWN BY 25AA�y i DATE: -7110 C)& H}�aYIYIIS,MA. 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I 51 �2 4C� 5 PAc1 p Q F�.v S r1 u� l�j F 11�57- :--t ...�� ✓,z c i -C? --d — — -G?d- CJGf if if - I , ! i . w II �I -- _ _— -. o � Y ° t - a k-:iz k.0 , r e - V f c5 S.y-. -___-. µ _ - O`e._T.✓.�Q �-p. ) G APPROVED BY: _ Q DRAWN BY TCJ�y � . 5 ... ma SCAL ' - - DATES 7 de*81 a f: r r , I M v .. �.t,T H c'fYlY11S MA DRAWING NUMBER LJ '..- _.. BARRY NER O F JONES HENRY DESI6 y 4 ` -y'' / � n.Y.a �� , •a , � - _