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HomeMy WebLinkAbout0019 BAY LANE .. ""a ' r •: xJ"..,.ia � i .- ::. .� ., i. �"' ^� 7 ,�a" r �s, ,� 4 ::f •� Vi. t e lr,!F7^` ..J, _ l' -'.. i@ rn" $2. a .'-. AK. r s. ". a, .,i.�� ^•.{ 4.�4' t-a... R ! ask U. .'...::ii i} 7.res ..ea.>•k"u♦ ��...JJ •:... ..,.. R �'',:� ,, ,�.t.." A ..- r1' R _ f a X�' 1 yS ff•� I �QZ� �. a MY AT FF �l� I C a,d C }1„ ��'� J '4 e a..,a'w/ ��y✓F 4 `i. J 4k ;ix � , , Kr.` ° i Z ° . r N y t n � c 17 � a G O. e • P. 1 s — Commun i cat i on Resul t Repo rt ( Oct, 1.6, 2009 11 : 46AM ) 1) 2) Date/Time : Oct, 16= 2009 11 :46AM File Page No. Mode Destination Pg (s} Result Not Sent 5979 Memory TX 915087597177 P. 3 OK Reason for error E. 1) Hang up o r 1 i ne- fa i l E. 2) Busy E. 3) No. answer ,E. 4) No facsimile connection E. 5) Exceeded max. E—mail size Town of Barnstable Regulatory Services Thomas F.Geiler,Dirm4er - 61? Building Division Thomas Tcrry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 - w Awe.Larnsh6le.ma.ns Offico:508.862 G38 - -Fax:508-796-6230 PLEASE FORWARD THE ATTACHED PAGES)TO:. ATTN: p �7 FAX NO: SD9-7S/- 7/y! J RE: FROM. q _ .. DATE: PAGE(S):S. (INCLUDING COVER SHEET) Town-of Barnstable Regulatory Services saxMASS. I E Thomas F.Geiler,Director Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO ATTN: FAX NO: 56 S7- 75� 7/ 777 RE: FROM: -� DATE: o h//6 l D PAGE(S): (INCLUDING COVER SHEET) Rev:121901 Town of Barnstable BARNSTABLE. • Regulatory Services MASS. 1639• � � Thomas F.Geiler,Director ACED��p Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 16, 2009 Dear Contractor or Property Owner: Reference: Release of Bond Enclosed please find a bond you posted against damage to a roadway during construction at 19 Bay Lane, Centerville. Our return of this bond indicates that a certificate of occupancy has been issued for the property and that the Town of Barnstable has no further interest in the bond. You should return the bond to your insurance company to avoid automatic renewal at the end of its term. If you have any questions regarding this, please give me a call at (508) 862-4038. Sincerely, Debi Barrows Administrative Assistant Encl. r Q:forms:bondrele Rev:080102 tip ffective Date: November 24, 2008 z. F Westernure Company f F f r R 9 LICENSE AND PERMIT BOND F 9 6 f � f F KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 70624323 ; That we, Leddy Builders, Inc. f , ll of the City of South Yarmouth State of Massachusetts as Principal, f and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of . Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable _ State of Massachusetts as Obligee, in the penal sum of One Thousand and 00/100 DOLLARS (__$1, 000.00 lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Site Improvement Performance For Driveway/Curbing by the Obligee. NOW THEREFORE, if the Principal. shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the, license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until November'24th 2009 unless renewed by Continuation Certificate. . This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S Mai6h9,4he Obligee and to the Principal at the address last known to the Surety, and at the expiration of thirt -fide (3days from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh4hjAhe�eu on be lieved from any liability for any acts or omissions of the Principal subsequent to said dlt °'Reades� )Xhe number of years this bond shall continue in force, the number of claims made a:gains this bond., UA_the number of premiums which shall be payable or paid, the Surety's total limit of had zty shall not bed,u nulative from year to year or.period to period, and in no event shall the Surety's total liail yp 'oal caixnexceed the amount set forth above. Any revision of the bond amount shall not be G ,v f Dated t is 24th day of - November 2008 f _ F F F LEDDY BUILDERS, INC. u Principal t Principal fCOUNTERSIGNED WEST E SURET COMPANY BY'- 3 F Resident Agent _ f f By ; F Paul.T.Bruflat, Se for Vice President ° Form 532-2-2006 R � ...�;. w ,x �. ,� f� '` ' ��`�D h fi My, File `Edit Tools .Help:~ .z qs Detail Apphcatmn 20062337; Collect Status �_ ACT11�E -' ; + ' f ° Departmenk 6300 BUILDING DEPARTMENT --� �� Close�Deny y a ProjectlAct�Y�ty 434 RESIDENTIAL ADDITIONlALTERATIO lot t x. h r Workflow Descoptron 1 INSTALL 3 CASEMENTYINDOW UNITS escnpkron 2 Parking/4 .�� y - � � Property a Prop y Use Non Conformi g Misc� Pe mits0 s ;$us�ness Mast - 123 Locilurl U rnt R activate _ Street ��SEAPU,IT RIDER ROAD # Adjust l P Fees arce z r >�0?0011 PROJECT NAME: ADDRESS: d 4y PERMIT# Zia D�D�3.3 PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOA �Z SLOT C- � Data entered in MAPS on. �/ & /34 program V/BY: a/wnfiles/archive ,,.. �f 05:36 5087785731 �r4r� �••— __. r v' c®rn 16ance Certificate P Project Titbit: New Colonial i Enetgy Cade: 20061ECC Location: Cerd4 V1lletgrrgWie),Massachusetts ConstmctlonType' Single F from MonthBuilding Orientation: BWk� fa0va % Condldontd Flacr Area: 1130 R2 Glwing Area Peroantage: 22% ►eonpwhgree!:)9y!r 5137 Climate Zone: OwnerlA nt: Designer/contractor: Gormhuction Site: C addy BuMM 19 Bay Lane CentervUte,MA OZti32 �� 4w': m�twy�•'�5:��^lq•1� "r. M1t yi'�'.•�"a. •.�u,•����R �•t�-:Nu'-:v.",iia•+�' � ,i ��:;:�}� ';^�411.V'.':•1.3'iY'•:•t�:vr.,l'..-�..���r•�t�:e,K�.•�.�=','•-0't'��h'r�����.�.'�'��L'�.W, A I. .J Rancea:0.3%BetAl'^C'Than Code l�Aa�dmun+W► 3S9 Your UA:359 i Comp � .P t.l,.';i�^• y ma�yy((>;.V•:: u.v: aA-,��I',"situ 11r �.c• a' t, .1�;';: :` :� °i''':.�E 'z,.�,�:i ,c ,+,•Ki:•tX:Y` Lq+.J ,�'w.^•. .:,ag6C.._r•,ni'';.•v,�,.,ti� , .a °e n• 9=111.m '.. � :dxW:) .} 'wi•y:: '...d?:s":l;K? •-i.'•:':�°:L.-.:!'.?:.".:.;.'�.a.' t `, u1'tA:f Li Z.A A 7ylfjlre �r�iV 4 v. ::lip h.: .�5':�b:!�iw"..`'�}.\.. :'• ," � 'h: �{ a 1130 38.0 0.0 34 Ce&V 1:Flat Cni"or Seww Tnoa 619 21.0 0.0 20 I Wag 1:Woad Fnime,16•o.c. Orlenlstion:Eis* 97 0.320 31 Window 1:Vinyl I-rane:0ouble Pane vrith Low-E SHGC:0.29 � Orientation.SOCK 80 0,290 17 Door 1:GIaSs i SHGC:0.28 Orientation:E•ack 619 15.0 0.0 34 Wall 2--Wood Fr.Ims,10'C.C. otlentpon:Cmunt 112 0.320 35 Window 7 Ynyl hrame:Dovbte Pane with Lww6 SHGC:0.34 Orientation:Flan 21 0.290 t3 Door 2:Solid Olteritaboh:Flynt 40 02W - 12 Door S.C-1889 SHGC:0.27 Orientation:Flront g08 15.0 0.0 37 Wag 3:Wood Frsima,IT O.C. Onentatko F Ight Side 12 0= 4 Window 3 VNgd i ram DoVAe Pone with Lcw•E SHGC:0.34 Orientation:ROM Side 21 0290 6 Door 4:Solid oft-ntatlon:F:vd we Y7 Wall 4:Woad Frlme,I Ir O.C. 508 16 0 0.0 i Orientation:L::1t SW 0 320 37 Window 4:Vinyl prameMixible Pane with LOWE 117 SHGC:0.34 odenfatlan:Lidt Side 0.290 12 40 Door 5:Glass SHGC:027 OftnMarr.LIM Side 37 Floor 1:AR-Wom,lohVr uss'Over tlnoondldoned Space 1130 30.0 0.0 B*W 1:Other(Ease Gas-Flped Steam)90 AFUE Page 1 of. Remit date: 129108 project Tine:New colonist .2 , Data 5laname:C:IPragram F'aa0%GheC \R69chedc420t1-eddy�custam odonial.►ck I REScheck Software Version.4 1 , R ! Compliance Cer#ificate 2009 APR 16 PM 1 00 Project Title: new home - - m Report Date:04/16/09 ['i f S!0 Data filename: Untitled.rck - Energy Code: Massachusetts Energy Code Location: Barnstable Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 16% .. Heating Degree Days: 6137 Construction Site: Owner/Agent: . Designer/Contractor: 18 bay lane leddy builders bamstable,MA p.o.box 109 / harwich,MA 02646 508-648-3942 • . •� ` ' Compliance:3.3/o Better Than Code Maximu m um UA:306 Your UA:296 Ceiling 1:Flat Ceiling or Scissor Truss 1090 - 30.0 0.0 38 Wall 1:Wood Frame, 16"o.c. 1150 13.0 0.0 78 Window 1:Metal Frame:Single Pane 200 0.500 100 Wall 2:Wood Frame, 16 o.c s 140 19.0 0.0 6 Door 1:Solid 42 ¢ 0.500 21 Floor 1;All-Wood Joist/Truss:Over Unconditioned Space 1130 19.0 0.0 53 Boiler 1:Gas-Fired Steam 92 AFUE 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 REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.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 Secti�onss7780CMMR 1310 and J4.44. Name-Title Signature Da Project Notes: richie's insulation inc did-mass check and insulation Project Title: new home Report date: 04/16/09 Data filename: Untitled.rck Page 1 of 4 b. REScheck Software Version 4.1.4 Inspection Checklist Date:04/16/09 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Metal Frame:Single Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.500. Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Gas-Fired Steam:92 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 are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1. 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 cfm(0.944 Us)air movement from the the, conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title: new home Report date: 04/16/09 Data filename: Untitled.rck Page 2 of 4 1 Ducts are insulated per Table 6106.4.4.3. Duct Construction: n 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,are 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 provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided, Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 6106.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids.above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: new home Report date: 04/16/09 Data filename: Untitled.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes ' Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to V Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 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 Insulation Thickness in Inches by Pipe Sizes Fluid Temp.Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 261-250 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,Refrigerant and 40-55' 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: new home Report date: 04/16/09 Data filename: Untitled.rck Page 4 of 4 z - TOWN OF BARNSTABLE„BUILDING PERMIT APPLICATION Map Parcel "Application # AA 1:11 Health Division `Date Issued Conservation Division Y,Application Fee Planning'Dept: Permit Fee: Date Definitive.Plan Approved by Planning BoardCL, Historic - OKH Preservation/Hyannis Project Street Address w/- Village Owner Address Telephone ® Z14 6/,Z Permit Request ��/=G� L? �I � Square feet: 1 st floor: existing .�O�iroposed 2nd floor: existing c� proposed l.. Total new Zoning District Flood Plain Groundwater.Overlay Prq'ect Valuation, �&- Construction Type Lot Size 1"; 7 C7' S .1 Grandfathered: ❑Yes �fNo If yes, attach supporting documentation. Dwelling Type: Single Family 0' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes allo On Old King's Highway: ❑Yes 0-No Basement Type: ©'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.)i Basement Unfinished Area (sq. ) Number of Baths: Full: existing new Half: existing 'wrn Number of Bedrooms: existing _new <# Total Room Count (not including baths): existing new First Floor RO-om Count Heat Type and Fuel: ryas ❑ Oil ❑ Electric ❑ Other Central Air: U esr ❑ No Fireplaces: Existing -1" New Existing woo /coal sfo've: fl Yes 0-No cn ,-- Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: existing ❑ n`gw size_ Attached garage: existing 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use - e . -- = _. - Proposed Use= --- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 57 619D 4 g �i Address P [Ymge- r License # SCl all? Home Improvement Contractor# f R#t g?7 1L1 6_3�1111 Worker's Compensation # /1j45? ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO�� Iov w Z_1_keD SIGNATURE DATE F f' FOR OFFICIAL USE ONLY d APPLICATION# DATE ISSUED _r MAP/PARCEL NO. ADDRESS VILLAGE OWNER s DATE OF INSPECTION: FOUNDATION 6 ®9 I FRAME a INSULATION FIREPLACE } ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING 1 n9 t i . DATE CLOSED OUT' ASSOCIATION PLAN NO. Vie Commonwealth ofMassachusetts Department of Industrial Accidents Office of Investigations 600 TVashineon Street Boston, AL4 02111 '� www.mass.gov/dirt. • Workers' Compensation Insurance Affidavit:.Bugders/Contractors/Blectri.cians/Plumbers Applicant Information / Please Print Print I,egiblY Name(Business/Organization/lndmdual): /G/�'�/'V L <=�/� �r'�l✓ `�y�`�`�S /vC Address: (9' 1216 lc � city/state/zip: �dgWi�r7 /2 s IYAV &24" Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4• ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part.time).* have hired the sub-contractors listed on the attached sheet 7. El Remodeling 2.0"I am a'ole proprietor or partner- ship and have no employees These sub-contractors have g• ❑Demolition , lo working for me in any capacity. empyees and have workers' 9 ❑Building addition [No w workers' comp.insurance comp.insurance. S. ❑ We are a n corporatio and its 10.[]Electrical repairs or additions rbgnor 3.❑ 1 am a homeowner doing all work offiicers have exercised their I L]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MCTL 12.❑Roofrcpairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other . comp,insurance required_] "Any applicant that checlo;box#I must also fill out the section below showing their workers'compensation policy infmoation. t l-lomeawm,•s who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing.the name of the sub-6ontractors and state whether or not those entities have employees. If the subcontractors have employees,they must pro-vidh their workers'comp.policy 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 Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to-the imposition of crmirial penalties of a fine up to S1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statemerit may be forwarded to the Office of Investigations of the bIA for insurance coverage verification, I do hereby certify nder th pain and pe alties Jury that the information providedd abov 's true/end correct. Si ature: Date: Phone#: Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: PermitlLicense# 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 Inst °Uctions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their,employees: Pursuant to this statute, an employee is de fined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an mdividual,partnership, association, corporation or other legal entity, or any two or more of the forcgoing.ongaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides thercin,.or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house loyment be deemed to be an employer." or on the grounds or building appurtenant thereto shall not because of such crap 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." ter 152, § C( ) 25 7 states 'Neither the commonwealth nor any of its political subdivisions shal Additionally,MGL ohol l? enter into any contract for.the performance of public work until acceptable evidence of compliznce with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fal out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, necessary, supply uub-contractors)name(s), address(cs) and phone numbers) along with their certificates)of incur-dncc. 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 sclf-insurance license number on the appropriate line. City or Towle 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/liccnsc number which will be used as a reference number. In addition, an applicant that must submit multiple permit/licensc applications in any given year, need only submit onp affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in - (city or town)."A cbpy 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 fillcd out each year.Wherc a home owner or citizen is obtaining a liccns c or permit not related to any business or commercial venture (Le. a dog license or-permit to bum leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance fox your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,tclephone•and fax number: Tht Commonwe, th of M&Ssach=tts DepAz nnmt of IadustdO Accidents Office of Investigatio-as 600.Washington Street Boston, MA 02111 Tcl. # 617-727-490.0 ext 405 4r 1-M-MASSAFE Fax## 617-72.7-7749 Revised 11-22.06 www-.ma-ss.gov/dia I oF�N�ro,, Town of Barnstable Regulatory Services " BA "Sr"gLEE' Thomas F. Geller, Director y .Muss. 4'pr16;�,. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.toivn.barnst2ble.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A. Builder as Owner of the subject property hereby authorize aaa e to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date E Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable ��of YHt: Regulatory Services Thomas F. Geiler, Director BARNSTABLX. MASS. ,� Building Division ,asp. Prfo �a Tom Perry,Building Commissioner 200 Main Street, Hyannis_, MA 02601 wwjy.town.barnstable.ina.us Office: 508-862-4038 Fax: 508-790-6230 HOl JEOWNER LICENSE EXEMPTION Plense Print DATE: JOB LOCATION: village number street "HOMEOWNER": work hone# name home phone N p . CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEMITION OF R0h4EOVVNER Pcrson(s) who owns a parcel of land on'which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A a two year period shall not be considered a homeowner. Such person who constructs more than one home in "horneowner"shall submit to the Building Offieial on.a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned "homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules.and regulations. The undersigned"homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. ROMEOWNER'S EXEMPTION The Code states that: ,Any homeownerperforming work for which a building permit is required shall be exempt from the provisions of this section(Section lo9.m-Licensing of construction Supervisors);provided that if the ho7neewr[Cr engages a persons)forhire to dosuch work, that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsthilitics oCa supervisor(sec Appendix Q, Rules&•Regulations for Licensing Construction Supervisors;Section 2.15) This lack of awareness often results in serious problems,particularly sons. In this case,our Board cannot proceed against the unlicensed person as it would With a licensed when the homeowner hires unlicensed per Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that hedshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forrr✓ccrtification for use in your community. t f � . t h �'1ze �anmEaruuea a� u� 41 . t BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number. CS. 094005, Exp-res:05/23/2010 Tr.no: 94005 Restricted: 00 L J LEDDY' , ' 104 04 ST STUDLEY RD S YARMOUTH, MA 02664 Commissioner � a7nimaryuaaa�z a�✓L�` `aelta ✓J ge ulations and Standards Board of Building g CONTRACTOR _ HOME IMPROVEMENT CONTRA Registration:. 161845 Tr# 278357 ipirotion: 12(112010 Type:.private Corporation LEDDY BUILDERS INC MICHAEL LED Y. 104 STUDLEY RD. - 'Advnini tor. SO.YARMOUTH,MA 02664 Town of Barnstable Building Department - 200 Main Street sARNSTABLE. * H ya n n is, MA 02601 MASS. (508) 862-4038 rFo� Certificate of Occupancy ,' ', Application Number: 200806633 CO Number: 20080398 Parcel ID: 186067 CO Issue Date: 07131109 Location: 19 BAY LANE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: LEDDY,MICHAEL Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: A Building VeXilment Signature Date Signed '(ME TOWN OF BARNSTABLE Buildi-ft ? Application Ref: 200806633. • * BARNSTABLE, * Issue Date: 12/11/08 Permit 9 MASS. �p 1639- Applicant: LEDDY MICHAEL rEG MAC s Permit Number: B. 20082731 Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/10/69 Location 19 BAY LANE Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 186067 Permit Fee$ 1,428.00 Contractor LEDDY,MICHAEL Village CENTERVILLE App Fee$ 100.00 License Num. 094005 Est Construction Cost$ 280,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD NEW 2 BEDROOM WITH NEW FOUNDATION THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A . CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LEMOS,JOHN A 8i PRIFTI, VENI TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 19 BAY LN INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: JL Building Permit�Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET rALLY`OR SIDEWALK OkANVPART THqtW1tAER TEMPORARILY OR`PERMANENTLIY,. ENCROACHEMENTS ON PUBLIC,PROPERTY;NOT'SPECIF,ICALLY.PERMITTED`UNDER':THE BUILDING CODE,-MUST BE APPROVED BY THE JURISDICTION. STREETOR ALLY;GRADES`AS WELL AS•DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED'TROM THE DEPARTMENT OF PUBLIC WORKS., THE ISSUANCE OF THIS PERMIT,DOES NOT RELEASE THE APPLICANT FROM'THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK:' 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.... 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT.HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). awl r � � � x, „ „ , W1,70 4 V, j'� BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Z//D9 - 1 1 2 _ 2 11,,1Sff �i� 2 3 1 Heating Inspection Approvals Engineering ept 7 Fire Dept 2 Bo uAjTRNlth i + W li-31A 1 Ir P ,f:.'. APPROVED TOWN OF BARNSTABLE 7 ❑ GAS ❑ WIRING ❑ PLUMBING 0 BUILDING i kk r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z 97 Parcel / application # ���c�� Rab0 Health Division Date Issued t Z, Conservation,Division Application Fee Planning Dept. � .' _� Permit Fee' Date Definitive Plan Approved by Planning Board CODKY Historic - OKH Preservation/ H annis Project Street Address f / Village C/:�/ �•i2yi�L. M.�9 Owner 1/i.=IV T E/'''l05 Address v� Telephone 57©8 Permit Request F)44,S y f1dvsI.' o �Cr3U/LO /U�w vS�, fA N,Zw �ovr .gT'im�+ Square feet: 1 st floor: existing proposed/0 9.2 2nd floor: existing 139 proposed 9�Total new ,' 8 Zoning DistrictRr=Sioryb;4t_ Flood Plain Groundwater Overlay o wo - F -n Project Valuation �� . Construction Type wr ���.aY,�� ��,vd`sf'a®el��' Gv�© l�ia i7�= Lot Size,22, 36 O S F- Grandfathered: ❑Yes d"No If yes, attach supporting documentation. Dwelling Type: Single Family iY Two Family ❑ Multi-Family(# units) Age of Existing St7Full e ,a� Historic House: ❑Yes �o On Old King's Highway: ❑Yes Wfo Basement Type: ❑ Crawl ❑Walkout ❑ Other a Basement Finished Areas ft. �� Basement Unfinished Areas ft l 5 Number of Baths: Full: existing / new 2 Half: existing P net�i.`v? - Number of Bedrooms: existing 2-new H`-� Total Room Count (not incl ding baths): existing 7 new 6 First Floor RooFA Count ° F" Heat Type and Fuel: Q Gas ❑Oil ❑ Electric ❑ Other Central Air: I-Yes ❑ No . Fireplaces: Existingy,65 New(S F„;ay/,oExisting wood/co I stove❑Yes Flo Detached garage: ❑ee 'sting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: U existing Wr'new sizeS S'Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION <<. (BUILDER OR HOMEOWNER) Name ! NA L ZC00e,,ZeD Wl roes<�vC Telephone Number 5��� 6 g 3�f�z Address ��� 51&, �_S/ 9,0 License# C S d 94LO 0 4-" �a �/i9�4rlou/'�i �`1� 026�[� • Home Improvement Contractor# e0,Q7'IYHOA644 orker's Compensation # Q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S c ,Zda 6A1FA;?7' W2,�S 7'4=RIV AlJ SIGNATURE DATE C9 d I F FOR OFFICIAL USE ONLY -APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE y j OWNER ` DATE OF INSPECTION: r 7 FOUNDATION Novo o?Q 115-/o9 �GL FRAME 5/+E( 1 WoCC ►� ►Ijilvi — s6 cAA00 @%byj311&4q INSULATION .404 ? a FIREPLACE ELECTRICAL: ROUGH FINAL - i PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL FINAL BUILDING 09 1229 DATE CLOSED OUT . ASSOCIATION PLAN NO. of- ' ti Town of Barnstable. Regulatory Services L �gI'E' Thomas F. Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www-town.b arnstable.maxs Office: 508-862--4038 Fax: 508-790-62-30 Property Owner Must Complete and Sign This Section If Using A Builder L LF &J d-S , as Owner of the subject property- hereby authorize %!/j J(y i4 A j= ��_�� to act on my behalf, in all matters relative to work authorized by this Molding permit application for; . SA) y I-A)VE CElv (Address of Job) Signature of Owner Date print Name Q:FORMS:OwNEP PHRMz S I0N ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers" Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / 7 / Please Print LeLyibly Name (Business/Organization/Individual): L•/-��y �j(/!l !_�$ 1/1JC. Address: City/State/Zip: i HOU 4 -4Phone.#: Are you an employer? Check the appropriate box: Type of project(required):. 1.❑ I am a employer 4. ❑ I am a general contractor and I with 6. 2"New construction . employees (full and/or part-time).* have hired the sub-contractors 2. I am a'sole proprietor or partner- listed on the'attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition workingfor me,in an capacity. employees and have workers' Y P t5' $ 9. ❑Building addition [No workers' comp.insurance -pmP•insurance. required.] 5. We are a corporation and its ME]Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions '3.❑ I am a homeowner doing all work ❑ . g eP myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' •13.❑ Other comp. insurance required.] . *Any applicant That checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. if the sub-contractors have employees,they must providt their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below isthe policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date), Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine iip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against thq violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the 1)IA for insurance coverage verification. I do hereby certify u5der theV,,,# penalties of erjury that the information provided above is true and correct Sienature: // Date: Phone#• �G S !tom 44- 6 -- 3�f/'- Official use only, Do not write in this area,•fb be completed by.city or town ociaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Towu Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: F n ® ' if 19 F ��D D i n ffective Date: ° November 24 2008 n n F FWestern Surety m any n D F � p D F 9 F LICENSE AND PERMIT BOND F D F D F D KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 70624323 ; F D ° That we, Leddy Builders, Inc. y F F F D F of the City of South Yarmouth State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of One Thousand and 0 0/10 0 DOLLARS ( $1F 0 0 0.0 0 lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Site Improvement Performance For Driveway/Curbing by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until November 24th 2009 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail tq,peRObligee and to the Principal at the address last known to the Surety, and at the expiration of thirty JW,6 (355y days from the mailing of said notice, this bond shall ipso facto terminate and the Surety sha i t-hef6dpon b relieved from any liability for any acts or omissions of the Principal subsequent to said ddte `°°Re and ess�of l e number of years this bond shall continue in force, the number of claims made agaritthis bon , a d he number of premiums which shall be payable or paid, the Surety's total limit of liabty shall not be cuulative from year to year or period to period, and in no event shall the Surety's total li ili y-I&M l c�a s exceed the amount set forth above. Any revision of the bond amount shall not be cuma F Dated is 24th day of November 2008 F F n r F n 6 F LEDDY BUILDERS, INC. 01 fi Principal n , r• D F y Principal f COUNTERSIGNED WEST E SURET COMPANY a BY F Resident Agent 9 n By D F Paul T.Bruflat, Se for Vice President Form 532-2-2006 fi D ° D F � ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA 24th day of.__. -November 2008 before me, the undersigned officer, Pauf T.Bruflat ;personally appeared'"' who acknowledged.himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer being authorized so-to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. II+VyW.jaQS WHEREOF, I have hereunto set my hand and official seal. S. PETRIK _ S S AE NOTARY PUBLIC L s sabSOUTH DAKOTA � ary Public—South Dakota +hhhh4440444yy�syy4y�syyy�s+ .. My Commission Expires August 11,2010 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of before me personally appeared known to me to be the individual described in and who executed the foregoing instrument and acknowledged to me that he executed the same. My commission expires -Y ;s .c11A i +.r . Notary Public ' ACKNOWLEDGMENT OF PRINCIPAL x f , STATE..OF - — --- t porate Officer) _ c s COUNTY,OF r r <ss On this.; day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public O tx r U o a cplhsl zz � 0 a Wa°a W 5 c z v a a o 0 o B,k 14507 P:9346 4�913542 11-313-2001 a 11 = 22u QUITCLAIM. DEED I, JOHN A. LEMOS of 19 Bay Lane, Centerville, Barnstable County, Massachusetts, m FOR CONSIDERATION OF .ONE DOLLAR ($1 . 00) paid, GRANT TO JOHN A. LEMOS and VENI PRIFTI, as TRUSTEES of LEMOS PRIFTI REALTY TRUST, under a written Declaration of Trust dated November 16, 2001, recorded with the Barnstable County Registry of Deeds, Book I gSa7 , Page 3 y 1 of 19 Bay Lane, U) Centerville, Barnstable County, Massachusetts, . ro WITH QUITCLAIM COVENANTS, the land with the buildings thereon- °' situated in Barnstable (Centerville) ; Barnstable County,. Massachusetts, bounded and described as follows : Southerly by County Road,, as shown on hereinafter r mentioned plan, twenty-eight a� p y eight and 70/100 (28 . 70) feet; Westerly by land now or formerly of Amy C. a� Brooks, Z.C. 10549B, and land now or aformerly of Howard Aumend, L.0 8884B, one hundred fifty-one and �' 66/100 (151 . 66) feet, more or less; Northerly by land now or formerly of the grantee- herein, thirteen and 50/100 (13 . 50) feet, more or less; Northeasterly still by land now or formerly of said grantee, twenty-nine and 50/100 (29 . 50) feet, 0 �+ more or less; Northerly again stillby land now or formerly of said. grantee, seven and' 02/100 (7 ..02) feet, more or less; and �4 Easterly by Parcel "A", as shown on said plan, v 0 one hundred ten and, 00/100 (110 . 00) feet . a, Being a portion of Parcel "B" as shown on plan of land entitled "Plan of Land in Centerville in the Town of Barnstable, Mass . Scale: 40 feet to an. inch December 6, 1943. Leslie F. . Rogers, En ' r. Hyannis, Mass . " duly filed, with Barnstable County Registry of Deeds, plan book 69, page 37 . Being the . same premises conveyed to Marcus M. _Munsill and Helen Brooks Munsill, husband and wife, as tenants by entirety, by deed of Amy C. Brooks, dated April 29, 1953, duly recorded with said Barnstable Registry of Deeds, book 841, page 63, the said Marcus M.. , Munsill having deceased. L Bk ..14507 P:9347 490542 For title, see deed from Helen B. Munsill to John A. Lemos, dated August 17, 1960 and recorded with Barnstable County Registry of Deeds at Book 1087; 1.2age 462 EXECUTED as a sealed instrument this day of November, 2001 . Vey vim. . JohA A. Lemos COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,. _SS . November Then personally appeared John A. .Lemos ` and acknowledged the foregoing instrument to be his free act and deed before me . Richard A. Dalton Notary Public My Commission Expires : 04-11-08 r BARNSTABLE REGISTRY OF DEEDS JOHN A. LEMOS REVOCABLE TRUST First Amendment Date: June E, 2002 Pursuant to Article II of the JOHN A. LEMOS REVOCABLE TRUST dated November 16, 2001, of which I, John A. Lemos, am the donor and of which John A. Lemos and Veni (Prifti) Lemos are the present trustees, I amend said trust as follows: All references to "Veni Prifti" shall be replaced with "Veni Lemos". This change reflects our marriage subsequent to the_date this trust was created and Veni's new married name of Veni Lemos. ' IN WITNESS WHEREOF, I, John A. Lemos, have set my hand and seal this day of June, 2002. Job A. Lemos, Donor COMMONWEALTH OF MASSACHUSETTS R Barnstable,ss.- June , 2002 Then personally appeared the above named John A. Lemos and acknowledged the foregoing instrument to be his free act and deed, before me, Richard A. Dalton t Notary Public My Commission Expires 4 11 Q8 i . ' 10/31/2008 05:36 5087785731 CAPE COD INSULATION PAGE 02 "' �..yT •1`T.... :'.<'nPjv�•,•.:. :r, .. _ •:)�' o ..ram ?: Compliance Certificate Project Tito: New Colonial Energy Cade: 20061Ecc location: =0186 ilh zdWo*wn rrretable) Massachusetts Constructlon Ala a F Building Orientation: ggi�pp lam North Condtdaned Rw-.Area: 1130 1112 Glazhtg Area Par'wirimp: 22% Mes"Daree 0aw. $137 (Al Late Zane: 5 Consbudion Site: OwmdAgant: OetignedContradw: 19 say Lane Daddy BuNdsrs CerftrA fe,MA CM � '.�5_,�KI�..�'i�%E: •.'..�. ��=��..:�. .:.��-�~r�._" rk�`,•.•',.�.°� 'f�,,.:. �'�,"",�-,'rc,�. '.: ;;.iT� rv, .':r`.��.'t`��'�•��'`��+"::'a Comp;0.911E BWw Than Code Mmdnwm UA:351 Your UA:350 Y`jpg� � .•{y 7 ��°�'�'f, ••�,1, 2°Y"i1'",,'..7�� `� i iA"' t�,^,�''��"k`.iy, :J. I '1 PI'(<'�' y.�•• `?. 1 ' _ 1 �1p;i:Y' � )"1.'�s �i�.:WL��� 1 ti !N°r.lti m• •mt a, s1�n;y u•,. rT.:.� _r � s•+�'. � ":��4y.;� 'x za:: ":�• r 1� i\ie +;,:s=:• 'S`�•'•'� '• ay `?�:,..<:)°�„j x a•. _ ., • ....,w,yi,1�?:::_..:!zrJ_.,tom ;;: -.} $'_ [Y.e,,.$..:iK•,...:.''•..'... ;.l •. }1. K?� ?.� -ti:i%lu Yr},`o3n??'t,,fe?T•�;%.• CeWV1:Fiat CtiiCa+g Seaelaa►trtras 113D• 350 j 00 34 Well V.Wood Fnime,16'n.c. 919 21.0 0.0 26 011entatiom back Window 1:Vinyl Prame:0ouble Pane with Low-E 97 0.320 31 SHOO:0.29 oft"W"..Sock Door 1:Olaf 80 012W 17 3HGC:0.20 Orientation:Cock Wd2:Wood Frime,1@'o.c. 619 1&0 0.0 34 Ogentef`ron:Front Window Z.Knld I�WM:DwAle Pane with Lu" 119 0.320 30 SHGC:0.34 Orientation:Front Door Z Solid 21 O.M 6 Olfentift".flOnt Door S.Glass 40 02W 12 SHOC:0.27 Orientation:Front Wall 3:Wood Fnime,19'o.a 3w 15.0 0.0 37 Onentbtien:Fight Sitle WMdoW 3:VIM 'renua Double Pane with Loup-E 12 0.320 4 SHGC:0.34 Orientation:Rohl Side Dow 4:Solid 21 " 0220 a Orienation:F!Wd Side WaN 4:Wood Fnims,18'o.c, 508 1b 0 0.0 27 Odentatian:Ludt Silo Window 4:Vinyl 1:;mme;Doubte Pane whh t_o*E 117 0.320 37 SHGC:0.34 Odwiladon:L•NR Side Dow S:Giaas 40 0.290 '12 SHM-027 Odematior,*111-1eR Side Floor t:All-Wont JdsllTruss:Ovw uncoWilloned Space 1130 30.0 0.0 37 901W 1:OOrer(6:tcW Gas-Fired Steam)90 AFUE Project Tift:NMI,Cobnitlt FtePOR tlsre:1WT9/OB Data tilsname:c:iPwgram Fit 20a eddy prsDom ootortial.►er Page 0 2 10/31/2008 05:36 5087785731 CAPE COD INSULATION PACE 03 ConVraaoe 8mjvrreru: The propoad eu j design om m itied Pere is r,*nfttent with the buiVirrp plwi% other calwdrtions aMittted with ft paw*appl=ftn.The proposed buffing has bean to meet ECC rawrements In RESCO&V ..a 4.2.0 end to comply wtlh the mand�to�ry�J MO.emerAs in the et Name-TMe Project Tft Maur Cobnlal Report date:Date fie:C:lpmgMM F .2.0V.9ddy�stam cdlfontat.rt�r e:e: 9 1 8 0l P i BOARD OF BUILDING REGULATIONS License. CONSTRUCTION SUPERVISOR t I Number GCS` 094005 f k I ' 05/23/2010 Tr.'no: 94005 Expire MICHAEL J LaEDDY. G 104 STUDLEY RD 'Y�` , L S YARMOUTH, MA 02664 Commissioner r L . e t NOV/24/2008/MON 04: 25 PM C-0-1AM WATER DEPT. FAX No P. 002 Cc ntervx -Ostervi ille-Marston Nflus Water Department P.O.BOX 369 - 1138 MAIN STREET OSTERVI,LE,MASSACHUSETTS 02655 JtE:Oman a OFFICE OF BOARD OF WATER CO1vMSSIONFRS WATER WATT SUkERrNTENDENT - DEPT. y TEL.No.508-428-6691 FAX No.508-428-3508 Noverxrber 24, 2008 : Town of Barnstable Building Dept. ' 367 Main StreetCf ' Hyannis, MA. 02601 w ke: Account#1013 Yohn A. Lemos 19 Bay.Lane Centerville,MA Gentlemen: On Friday, November 21; 2008- we disconnected- the water service approximately 15 feet from the house and near the shrub line for the property mentioned : above-It is our understanding that the house will be demolished, re-built and will have a new water service installed at a later date. if you liave auy-questions,please call our office at 508-428-6691_ Very truly yours, Herbert Mc Sorley Assistant Superintendent --- ----- ----- -- ---------7------------ IILMCS/jw y --------------- --------- ---- ----- ---a--- ` 7814418765 NSTAR SUM SW3161 02:53:33 p.m. 11-18-2008 1 /1 11/STjVJ? One NSTAR Way EL EC TA/C Westwood,Massachusetts 02090 SAS November 18, 2008 Veni Lemos 64 Turtleback Rd. Marstons Mills,Pla. 02648 RE: 19 Bay Ln. Centerville, Ma. Dear Veni: At NSTAR,we're committed to delivering great service. This letter serves as confirmation that, as of November 18, 2008, the electric service to 19 Bay Ln, Centerville, Ma, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at(888) 633-3797. Sin rely, Donna Jones New Customer Connects Y a national-grid Field Coordinatt or Novembcr,26,2008 Michael Ledd y ' Via Fax: (508)432-1656 RE; 19 Bay Lane Centerville,MA This is to confirm there is no natural gas service to the above address. This was confirmed by a representative of National Grid. If you have any questions,please call me at(508)760-7481. 4 1 Marie I Bessette Field Coordinator National Chid M Whites Path,S Yarmouth,MA 026& T;506-760-7463 ■ P 506.394-6019 a mamie.bomttaQW-ngria.aom ■ www.nattonalgrid.00r TOO/T00'd 6109 V68 809 aiHO 'NNOISYN 99:TT 80OZ-9Z-AOK i Swanson Structural. Inc. "NIP i.;F B AR,N 3 i A B L£ Paul W. Swanson,P.E. 116 Forest Street 200B DEC -g AM 9: 41 Franklin,MA 02038 508-520-1333 December 2,2008 i V i S 10N Joe Madera Shepley Wood Products 216 Thornton Drive Hyannis,MA 02601-8103 Re: Substitute straps in lieu of anchor rods and hold downs,Mike Leddy project, 19 Bay Lane,Centerville,MA (My job 3213) Dear Joe, Per your request I have redesigned the plywood shear wall hold downs for the subject project using concrete embedded,nailed steel straps in place of the all thread rods and hold downs I had previously specified. The following is pertinent: Use STHD8RJ in place of HDU2-SDS2.5 Use STHDIORJ in place of HDU4-SDS2.5 ' Use STHDI4RJ in place of HDU5-SDS2.5 Unfortunately there is no easy substitute for the pre-engineered shear wall panels(and the large capacity 1" diameter anchor bolts they require)on the left side of the first floor,without substantial changes to the architectural design of the home. Thank you for involving me with this project. Please feel free to contact me with any questions. � & Sincerely, g� of rr;' n ,. PAUL W. STRUGI 6RAL I a Paul W. Swanson,P.E. - Swanson Structural,Inc. /�� ..06 Swanson Structural. 'Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau j@ SwansonStructuraLcom V. tap- Ii I ! i M 1 1 I- _ NA4l14 11OvsE Zstid i "loof w S. is /0 x} f} �_ _ _ _ ;___ .3 ✓° / c 0 x ki _r. _. t 1 29 F. QI 73s j= ��-s o �- -! �';- 15 3 '�=T � --v§-;r- C--S!G s-r+�A-Ps l7os#,> I s43 CL LJ __ -#a� Job Name �'1 t'� Le&U y f eo�'C j Job Number 3213 Location-J+ 7 A6W C9M ( err 1�Q /1/u Sheet t of \ �nN Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential 6 Phone 508-520-1333 heavy timber Fax 508-520-1334 Paul(»YwansonStructural coin V✓�'�!_�.__�US�_ _ _� Sr �GoofL�WA_-It,S�__. i �— 3 - ' f. t._ '�. �..__!__--'•__ __.S, _GIFT, S/DE wok cl tTtcnu — x + 6x�3' /Os' _. � I _ I. _ 93 4 F rE 3 _ IL / I/ ' (G , 0 N'(GH f , i /�o�:__c�cc��!r.R.�.�vra�.y e-a.En t � - -- , �I ' -��lp _•����. ti. S RUC' U?AI f] fA O. 153 4 �Y('�>.. 75 i , € 39 1 . i 3 i ! E Fj Job Name Job Number 3 Z 13 Location Sheet 2 of le ., /e 4110 Swanson ,Structural Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau!@Sw_ansonStructural.com �tov_s 141 �.00�L F/Loavt" t _ Q Aja. ►tea Ls_ µ I � g IL 4 F - on - ,� . RF�ONr' Gt/A4,t l��LlLy p �I__. d j 0/4 A. C H'B UJ—SD 4 S., - L ! 4 13- 5=0 ` ,� 'LoPa�t r S_ 6o 4 .` �•� ^• 3 t t 4 t f t i , •_,__� 3y 5---t ' € I j Job Name Job Number Z 3 Location Sheet 3 of rliant _ lei.i f ► �. �_ Swanson Structural.'Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin MA 02038-2579 ' residential Phone 508-520-1333 heavy limber Fax 508-520-1334 Paul wansonStructurdcom E� S L ! ! ; It�T N_ S tw3 tFn._ —D1Mep PALS_:— [ '�J�1 / ' I �"y�' ! 1 i i _' :: �� C•;C'��Frei=.i�ei f'` 14$� ? J No: 3a°tea I x XZ _ .9 ! rel u�- AD X x b - r v , _ i /6x + f q I S. fa , VSE_A�PA_<.Nlkpwkc;tNt�T qr I _ _._ �LNCRT.8u-D_ S.R_FJ SS. f i t �¢�st- _P• — — , ti _ R�%F� ; te. �s . � js .�tv�'� -�-- ? b 9_-'.�_G t it�y� ` f ;• ` _ 33G? ,/ssq� • Job Name Job Number 3 213 Location 1 Sheet ` n. .. .• 1, � i - "4 41. Main Wind Force Resisting System—Method 1 h 5 60 ft Figure 6-2 Design Wind Pressures Walls 8L Roofs Enclosed Buildings k O F 1 O 0 ©. W U Rereienca 2 Camw ar A 8 g ¢ Fe Transverse Q I 1 —— /R8EPl67�e 0 o ong u Ina _ ---- t r : Notes: 1. Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft 9 lm for 1=1.0. Adjust to other p exposures and heights with adjustment factor X. W 2• The load patterns'shown shall be applied to each comer ofhe building in turn as the reference corner.(See Figure 6 10) IL 3. For the design y gn of the longitudinal M WFRS use 0=0°,and locate the zone E/F,G/H boundary at the mid-length of the building. 4. Load cases 1 and 2 must be checked for 25°<0<—45°. Load case 2 at 25°is provided only for interpolation between 25°to 30°. Z 1 � 5. Plus and minus signs signify pressures actin toward and away from theprojected ?� g Y surfaces,respectively. 6. For roof slopes other than those shown,linear interpolation is permitted. 7• The total horizontal load shall not be less than that determined by assuming ps=0 in zones B&D. a _ 8. The zone pressures represent the following: m Horizontal pressure zones—Sum of the windward and leeward net(sum of internal and external)pressures on vertical projection of l A- End zone of wall C- Interior zone of wall B- End zone of roof D- Interior zone of roof � s Vertical pressure zones—Net(sum of internal and external)pressures on horizontal projection of: E- End zone of windward roof G- Interior zone of windward roof F- "End zone of leeward roof H- Interior zone of leeward roof r 9. Where zone E or G falls on a roof overhang on the windward side of the building,use EoH and GoH for the pressure on the horizontal f Projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation a. 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension _.:;..:. or 3 ft(0.9 m). ' h: Mean roof height,in feet(meters),except that eave height shall be used for roof angles<10°. ,* 0. Angle of plane of roof from horizontal in degrees. 2 02 �nirrtum Design Loads for Buildings and Other Structures 41 Main.Wind Force Resisting System-Method 1 h 5 60 ft. Figure 6-2(cont'd) Design Wind Pressures Walls & Roofs Enclosed Buildings. Simplified Design Wind Pressure , PS30 (psfl (Exposure 8 at h=301t. with I=1.0) F Zones Basic Wind Roof Horizontal Pressures Vertical Pressures OverhangsSpeed Angle (mph) (degrees) B C D E F G H EoH GoH 0 to 5° -5.9 7.6 3.5 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 10° -5.4 8.6 3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 4.8 9.6 -2.7138 -90 -9.6 -6.9 -19.3, -15.1 �� 20° -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1 25° 2.3 10.4 2.4 -6.4 -8.7 -4.6. 7.0 -11.9 -10.1 - -2.4 -4.7 -0.7 3.0 - 30 to 45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 2 12.9 8.8 10.2 7.0 5.0 3.9 4.3 -2.8 -4.5 -5.2 0 to 5° 1 12.8 -6.7. 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15° 1 16.1 S.4 10.7 3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 90 20° 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 25° 1 16.1 2.6 11.7 " 2.7 -7.2 -9.8 -5.2 -7.8 -13.3 -11.4 2 1 -2.7 -5.3 -0.7 - 30 to 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 2 14.4 9.9 11.5 7.9 5.6 -4.3 4.8 3.1 -5.1 -5.8 0 to 5° 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 .8.4 -26.7 -20.9 10° 1 17.9 1 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 19.9 _-6.6 13.3 3.8 -19.1 -12.4 -13.3 -9.5 -26.7 -20.9 ®® 20° 1 22.0 -5.8 14.6 ---3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 25° 1 19.9 3.2 14.4 3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 2 - 3.4 -6.6 -0.9 -42 - 30 to 45 1 . 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 -9.3 -0.3 -7.2 2 17.8 12.2 14.2 9.8 6.9 -5.3 5.9 3.8 -6.3 -7.2 0 to 5° 1 19.2 -10.0 12.7 -5.9 -23.1 -13A -16.0 -10.1 32.3 -25.3 10° 1 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 -16.0 -10.8 32.3 -25.3 15° 24.1 8.0 16.0 4.6 -23.1 715.1 -16.0 -11.5 32.3 25.3 110 20' 1 26.6 -7.0 17.7 3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 - -- -4.1 -7.9 -1.1 -5.1 - 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 -8.7 2 1 21.6 14.8 17.2 11.8 8.3 -6.5 72 -4.6 -7.6 -8.7 0 to 5° 1 1 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 30.1 10 1 25.8 -10.7 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 38.4 -30.1 15° 1 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 38.4 30.1 1�® 20° 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 38.4 30.1 25' 1 28.6 F 4.6 20.7 4.7 -12.7 -17.3 -9.2 - -13.9 -23.7 -20.2 2 - -4.8 -9.4 -1.3 6.0 1 30 to 45 1" 25.7 17.6 20.4 .14.0 2.0 -15.6 0.7 -13.4 -9.0 -10.3 Il 2 .25.7 17.6 20.4 14.0 9.9 -7.7 8.6 5.5 -9.0 -10.3 0 to 5° 1 26. .13. 17. $.2 32.2 -1 8-3 -22. -14.2 .1 3 .3 10° 1 30.2 -12.5 20.1 -7.3 - 32.2 -19.7 -22.4 -15.1 -45.1 35.3 15° 1 33.7 -11.2 22.4 -6.4 32.2 -21.0 -22.4 -16.1 -45.1 35.3 4 ,��® 20° 1 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 d5.1 35.3 25° 1 33.6 5.4 24.3 5.5 -14.9 -20.4 -10.8 -16.4 -27.8 -23.7 2 -5.7 -11.1 -1.5 -7.1 - 30 to 45 1 30.1 2U.8 24,0- - t6.5- 2.3 18.3 0.8 -15.7 -10.6 -12.1 2 30.1 20.6 24.0 16.5 11.6 -9.0 10.0 -6.4 -10.6 -12.1 Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kN/m2 _ # ASCE 7 02° FORCE-RESISTING SYSTEMS vs2 = Nominal unit shear capacity for side 2,lbs./ft. 4.3.3.3 Summing Shear Wall Lines: .The nominal (from Column�,Table 4.3) shear capacity for shear walls in a line utilizing shear walls sheathed with the same construction and materials, shall j v, = Combined nominal unit shear capacity of two- be permitted to be combined. sided shear wall for seismic design,lbs./ft. 4.3.3.4 Shear Capacity of Perforated Shear Walls: The nominal shear capacity of a perforated shear wall shall be Nominal unit shear capacities for shear walls sheathed taken as the nominal unit shear capacity multiplied by the with dissimilar materials on the same side of the wall are sum of the shear wall segment lengths, YLi, and the ap- not cumulative. For shear walls sheathed with dissimilar propriate shear capacity adjustment factor,Co,from Table materials on opposite sides, the combined nominal unit 4.3.3.4. shear capacity, vsc or vwc, shall be either two times the smaller nominal unit shear capacity or the larger nominal unit shear capacity,whichever is greater. Exception:For wind design,the combined nomi- nal unit shear capacity v.,of shear walls sheathed with a combination of wood structural panels and gypsum wall-board on opposite sides shall equal the sum of the sheathing capacities of each side separately. .3.3.4 Shear Capacity Adjustment Factory C, MAXIMUM OPENING HEIGHT' WALL HEIGHT, h 11/3 h/2 2h/3 Sh/6 h 8'Wall 2'41 4'-0" 5'-4" 6'-8" 8'-0" 10'Wail T-4" 5'-0. 6'-8" 8'-4" 10'-0' Percent(Full-Height Sheathing 2 Effective Shear Capacity Ratio 10% 1.00 0.69 0.53 0.43 0.36 20% 1.00 0.71 0.56 0.45 0.38 30% 1.00 '0.74 0.59 0.49 0.42 40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 60% 1.00 0.83 0.71 0.63 0.56 70%. 1.00 . 0.87 0.77 0.69 0.63 80% 1.00 0.91 0.83 0.77 0.71 90% 1.00 0.95 0.91 0.87 0.83 100%. 1.00 1 1.00 1.00 1.00 1.00 ' The maximum opening height shall be taken as the maximum opening clear height in a perforated shear wall. Where areas above and below an opening remain unsheathed,the height of the opening shall be defined as the height of the wall. s The sum of the lengths of the perforated shear wall segments divided by the total,length of the perforated shear wall. 3zl3 7/6 Table 4.3A Nominal Unit Shear Values for Wood-Frame Shear Wallsa,c Wood-based Sheathing A B Minimum Minimum SEISMIC WIND Nominal Fastener Panel Ede Fastener Spacing inches Sheaths Fastener n Pane l Edge Fastener Spacing Inches g Material . Panel Penetration in Thickness Framing Type&Size v 6 4 3 2 _s G_a v_s G_a v_s G_a v 8 4 3 2_s G_a v_w v_w v_w v_w pnches) (inches) I kl s/in I k s/in I (kips/in) I (kips/In) I 1 I I Nail(common.or _ galvanized box) Wood Structural 5/16 1-1/4 6d 400 13.0 600 18.0 780 23.0 1020 35.0 560 840 1090 1430 Panels-Structural'Id 3/8 b 460 19.0 720 ,24.0 920 30.0 1220 43.0 645 1010 1290 1710 7/16b 1-3/8 8d 510 16.0 790 21.0 1010 27.0 1340 40.0 715 1105 1415 1875 15/32 560 14.0 860 18.0 1100 24.0 1460 37.0 785 1205 1540 1 2045 15/32 1-1/2 10d 680 22.0 1020 29.0 1330 36.0 1740 50.0 950 1430 1860 2435 5/16 1-1/4 360 13.0 540 18.0 700 24.0 900 37.0. 505 755 I 980 1260 3/8 400 11.d 600 15.0 780 20.0 1020 b 32.0 560 840 1090 1430 Wood Structural 3/8 440 17.0 640 -25.0 820 31.0 1060 45.0 615 895 1150 1485 Panels-S_heathing° 7/16b 1-3/8 8d 480 15.v 700 22.0 900 28.0 1170 42.0 670 9110 1260 1640 15/32 520 13.( 760 19.0 980 25.0 1280 39.0 730 1065 1370 1790 15/32 1-1/2 10d 620 22.( 920 30.0 1200 37.0 1640 62.0 870 1290 1680 2155 19/32 680 191 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 Nail(galvanized casing) Plywood Siding 5/16 1-1/4 ' 6d 280 13.0 420 16.0 550 17.0 720 21.0 392 588 770 1008 3/8 1-1/2 8d 320 16.0 480 18.0 620 20.0 820 22.0 . 448 672 868 1148 Nail(common or Particleboard galvanized box) Sheathing- 3/8 6d 240 15.0 360 17.0 460 19.0 600 22.0 335 505 645 840 (M-S"Exterior Glue" 3/8 8d 260 18.0 380 20.0 480 21.0 630 23.0 _ 365 530 670 880 and M-2"Exterior 1/2 280 18.0 420 20.0 540 22.0 700 24.0 390. 590 40 1.0 550 230 720 240 920 250 755 980 Glue") 1/2 10d 0 2 . . . 520 770 1010 1290 5/8 400 21.0 610 23.0 790 24.0 1040 26.0 560 855 1105 1455 Nail(common or galvanized roofing) ad common or 11 ga.galy. Fiberboard Sheathing. 1/2 roofing nail(0.120-x 1 1/2• Structural long x 7/16"head) 340 4.0, 460 5.0 520 5.5 475- , 645 730 8d common or 11 ga.galy. i a 25/32 roofing nail(0.120"x 1 3/4"long x 7/16"head) 360 4.0 480 5.0 540 5.5 505 670 755 f a. Nominal unit shear values shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For specific requirements,see 4.3.7.1 for wood structural panel shear walls,4.3.7.2 for particlebom d shear walls,and 4.3.7.3 for fiberboard shear walls. b. Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailing provided(a)studs are spaced a maximum of 16 inches o.c.,or(b)if panels are applied with long dimension across studs. c. For framing grades other than Douglas-Fir-Larch or Southern Pine,reduced nominal unit shear,apacities shall be determined by multiplying the tabulated nominal unit shear capacity by the Specific Gravity Adjustment Factor=[1-(0.5-G)],where G=Specific Gravity of the framing lumber from the N S. The Specific Gravity Adjustment Factor shall not be greater than 1. d.Apparent shear stiffness values,G_a,are based on nail slip and panel stiffness values for shear ails constructed with OSB panels. When plywood panels are used,shear wall deflections should be calculated in accordance with the 4SD Wood Structural Panels Supplement. A S D ✓w�ve X Z n Oy9 7. _ �. . fZe�d Y►t7wt, V„if shies- va.Qvc.. SPF SW3ISAS JNIISISM-33HOA W21U 1 " i RICHIE'S INSULATION INC. R � ..•^z F —�a rM g CEN7ERVILLE BUILDING DEPT. A17: JEFF (BUILDING DEPT) The following Is the rescheck compliance certificate needed for the Insulation job we did for Leddy Builders, on 19 Bay Lane, Centerville, Ma. I would Ilke to thank you very much for your time this morning as you were very nice to explain the new software system to me. I sincerely apologize that I was not fully aware of the changes that have taken place in the industry. I hope this situation does not affect.how you view Richie's Insulation. Thank you for your understanding in this unfortunate Incident. Thank you, t Karson Kimpel, kk T'd 0229061L80ST6:01 08b782-980S N0Iiu-1nSNI S,3IH3M:W0Jd 22:ST 6002-LT-d REScheck Software Version 4.2.1 Compliance Certificate Project Title, NEW HOME Energy Code: 2006 IECC Locstlon; Contorvlllo(Barnstable),Maseachusotte Construction Typo Single Family Building Orientation' Oldgg. focus 90 dog,from North Conditioned door Area. 1130 ft2 Glezing Aroa Percentage' 22% Heating Degree Days 613T- Climate Zone- 5 Construction Site' Owner/Agent', Designer/Contractor 19 BAY LANE LHODY BUILDERS CENTERVILLE,MA passoa on UA Compllonc© 0,3°/6 Dotter Than Coda Maximum UA 359 Your UA 358 Gr e cont. Assombly va or PerimeterR-volvo R-vPlIIQ or Door e Ceiling 1'Flat Coiling or Sclssor Truse 1130 300 00 34 Wall 1,Wood Frame,1e"o..c 819 21.0 00 26 Orlonlatlow Bock Window 1:Vinyl Framo,Double Pone with Low-E 97 0 320 31 SHGC,0 29 Orlontatlon,dock Door 1,Glass t30 0 290 17 SHGC-0.28 Orientation Back Wall Z Wood Frame,16"o.c 619 15.0 00 34 Orlontatlon Ffont Window 2,Vinyl rramocDoubio Pane with Low-E 119 0 320 38 SHGC 0 34 Orientation-Front Door 2;Solid 21 0.280 6 Orientation-Front 40 0 280 12 Door I Glees SHGC 0 27 Orlontalion Front Wall 3:Wood Frame.18"o c 508 150 00 37 Orlontollon'Right Sldo Window 3-Vinyl F•ramo�Doublo Pone.with Low-E 12 0,320 4 SHGC:U4 Orientation,Right Side Door 4, solid 21 0,290 6 Orientation.Right Side, Wall,4 Wood Frame,16"o c. 508 16 0 A o 27 Orlontallon.Left Side 0.320 37 Window 4.Vinyl Frame;Double Pane with Low-E 117 SHGC-0 14 Orlantallow Lett.Side 0 290 12 Door 6.Glass 40 SHGQ 0.27 Orlontallon:Left Side 37 Floor 1:Ali-Wood Joleth7use:Ovor Uncondlllonod Space 1130 30.0 U 0 Boller 1.Other(Except Gas-Flmd Stearn)g0 AFUE Project Title; NEW HOME Report dalo• 04/17/09 Page 1 of 5 Dato fllonamo• Untltlod.rck Z'd 02Z906L80ST6:ol 08117b8L980S NOIld1f1SNI S,8IHDIN:woJd 22:ST 6002-LT-Ndld Compllonco Stafomont• The proposed buliding deelgn doocrlbod hero Is conslstonl with the building plons,speClflcotlona,and other coiculallons submitted With the permit application The proposed building hoe boon designed to meal the 2006 IECC requlremonto In RESchock Vorolon 4.2 1 and to comply with 1110 mandatory requirements listed In rho RESchock Inspoctlon Checklist. ...----- - ....._..—.. -Name-TIIIe Signature pate Project Notes; RICHIE'S INSULATION DID MASS CHECK --— Report dote 04147109 Project Via' NEW HOME Flags 2 of 5 Dale fllensme: Unllllod.rck 2'd 0229061L80ST6:0l 08"8L980S NOIiu-inSNI S,8IHDId:WOJJ 22:S.T 6002-LT-add I REScheck Software Version 4.2.1 Inspection Checklist Collings: C) Calling 1 Flat Calling or Sclaeor Truss,I3-38 0 cavity Insulation Commonto, Above-arado Wallis: ❑ Wait 1:Wood Framo,10"0 a,R-21 0 cavity IneuI01101i Comments ❑ Wail 2:Wood Frorne, 16"a c,R-15.0 cavity Insulellon Comments' ❑ Wall 3.Wood Promo,16"o.o.,R•15 0 cavity Insulation Commonto• [J Woll 4'Wood Frame, 10"o.c.,R-16 0 cavity Insulation Commenta: Windows: Window 1 Vinyl Frorne'.Double Pane with Low-E,U-factor 0 320 For windows without labeled U-factors,docoribe roaluroo- oponos Frarno Typo 'rhormol Break? Vos,No Comments. ❑ Window 2-Vinyl FramwDouble None with Low-E,U-factor:0.320 For windows without labeled U-factors,doscribo foaturos. #Ponoe Frame Type= Thermal Break? Yee No Commonta: ❑ Window 3'Vinyl Frame Double Pane with Low-E,U-raclor:0 320 For windows without labeled U-Inctoro,describe fealurow Vanos Frame Type thermal Brook? Yea No Comments, 9 Uj Window 4.Vinyl Frame Double Pane with low-E,U-foctor•0 320 For windows without labeled U-factors,describe fecturea- Wanoo Frame typo Thermal Brook? Yes—No Comments Note,Up to 15 sq fl.of glazed(oneetrallon per dwelling le exempt from V-factor and SHOO requirements Doors: C1 Door 1:Olaoo,U-factor-0 290 Commenta I_J Door 2.Solid,U•fsctor, 0,290 Commehls• Door 3 Glass,u-tactor.0 290 Comments' Lj Door 4,Solid,U-ractor_0.290 Comments' Door 5:Olase,'V-(door:0 200 "^ Report dato"04/17/09 Projoct Title, NEW HOME Pago 3 of 5 Data filename, Untitled rck Y b'd 022906,L80ST6:0l 08t;,b82-980S NOIld-if1SNI S,3IHDId:WOJJ 22:ST 6002-ZT-Ndlzl I Comments, Floors; ❑ Floor V All-Wood JOI$UTruus:Ovcr Unconditioned Space,R-30.0 cavity Insulation Commonlo: Floor Insulation Is Inalallod In permanent contact with the undorelde of the subfioor docking Hooting and Cooling Cqulprr►ont: G Boller 1:Other(Except Goo-Flrod Steam)-90 AFUS or higher Make and Model Number- Air Lookago: V Jointo,penetrations,and all other such oponings In the building envelope that are sources of olr leakage are sealed. Recessed lights are either 1)Typo IC rated with enclosures cooled/gasketed against looks to the coiling,or 2)Typo IC rated and A3TM u E263 labolod,or 3)Installed Inside an alr-tight assembly with o 0 5"clearance from combustible materials and a 3"clearance from Insulation. gunrooms: ❑ Sunrooms.that are thermally loolntod from the building envelope hovo a maximum fenestration U-foclor of 0.50 and the maximum skylight U-factor of 0 76.Now windows and doore separating tho sunroom from conditioned space meat the building thermal onvolopo requirements. Vapor Rotardar: 0 Vapor retarder Is Installed on the warm-In-wintor side of oil non-vontod framed ceilings,walls,and floors;or It has boon determined that moisture or Ito froezing will not damage the rnalerkrle;or other approved moans to ovoid condensation are provided Comments: Matorlals Idontlflootion: ❑ Materials and equipment are Identified so that compliance can be determined Manufacturer rnanuoIa o g for all Inalallod heating and cooling equipment and service water heating equipment have boon provided f G U Insulation R-values,glazing U.faclora,and heating equipment efficiency are clearly marked on the building plans or specification$. ❑ Inaulatlon Is Installed according to rnenufac►urer's Instructions,In substantial Contact with lho surface being Insulated,and In a monnor that achieves the rated R-valuo without Compressing the Insulation Duct Insulation: Ducts In unconditioned spaces or outside the building are Insulated to at least R-6 � Ducts In Iloor trusses above unconditioned spaces or above the outdoors are Insulated l0 at toast R-6. i Duct Constructlon: " Cj Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or shoat metal fittings are waled and mochanlcally faolonod. All Joints,seams,and connections are made substantially airtight with lopes,gaskoting,rnasllcs(adhesives)or other approved closure systems Tapes and maslloo are rated UL WA or UL 161 B Building framing onvitlea are not used as supply ducts. Automatic or gravity dampers are Installed on all outdoor air Intakes and exhauels. V Additional roqufromonts for tape sealing and metal duel crimping are Included by on Inapoollon for Compllanco with the International. Mechanical Code Tomperature Controls: V rhormoutate exist for:each coparale HVAC system A manual or autohlatic moans to partially restrict Or shut ON the healing and/or cooling Input to oath zone or floor is provided Heating and Cooling Equipment Slzing: ❑ Addlllonol rpqulromonlo for equipment chino are Included by all Inspection for compliance with the International Mechanical Code, N Circulating Hot Wator Systome: ❑ Circulating hot walor ptpoo are Insulated to R-2_ V Circulating het water systorns Include on outornotic or accessible manual switch to turn off the circulating pump when the system le not In use Hosting and Cooling Piping Insulation: J HVAC piping convoying fluids above 105 degrees F or chilled fluids below 55 degrooe F are Insulated to R-2. --- Report date-04/17/09 Project Title• NSW HOME — Page 4 of 6 Data Illonomo; Uhtlllod rck . S'd 02Z906L80ST6:0i 08bb8L980S NOIldif1SNI S.8IH9IN:W0Jd 22:ST 6002-LT-add APR-17-2009 15:32 From:RICHIE'S INSULATION 5086784480 To:915087906230 P.6 moa palll)un..owouolll DWI 9 10 9 069d _IINOM MEIN '.01)Il loo(a-d 6014Lld0,olap podoa __..�., (Aluo Geri luewlladOC)oulpllntil,Ql81d Ol 9340N luowdlnbo bulln04 Jnl,2m pua Pluluolllpuoo-000do to Aoualolllo puo odAl'oaol00l•fl n MopulM'oonleA-lj uopaln0ul lunulw0poad 041 buDBll lowed uopngljlolp IMNIa010 041 uI Jo uo popinoid of o1n0I11N00 wauoiuind d :o�oa(}I�oO I 2006 IECC Energy Efficiency Certificate ligulat oil at fig Colllnd 1 Root 38.00 Well 1 a.00 Floor I Foundstlon 30.00 Ductwork(unconditlonod spocoo). Glatplq 0.. c Window 0.32 0.34 Door 0.29 0.28 n � Other Non•®as•Flrad Sollor 90 AFUIS Wotor Hooter: Name: Dow Comments: f } IL d 022906Z80ST6:Ol 08t7V8z980S NOIiu-inSNI S,31H3IN:w0JJ 22:ST 6002-ZT-Ndd ti o lk 273572 P s•wit 4 _W A:S 6 .:tp.. �f r E;#3—3 1—2 0 0 9 €7ah [HS A ,,gip 5 v T 7 A — r BARNSTABL.L MA9d � .e�9. ,�FD MPY► . `09 FRR 25 P 4 :1 Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2009-009 - Lemos/Prifti Section 240-91.1-11(2), Demo/Rebuild on Nonconforming Lot Not in Compliance with Required Setbacks To allow demolition of an existing dwelling and rebuilding a new single-family dwelling on a nonconforming lot net in confcrmance v.ith required minimum front yard setback Summary: Granted with Conditions Petitioner: John A. Lemos and Veni Prifti as Trustees of Lemos Prifti Realty Trust Property Address: 19 Bay Lane, Centerville, MA Assessor's Map/Parcel: Map 186 Parcel 067 Zoning: Residence D-1 Zoning District Deed Reference: Book 14507 page 346 Relief Requested and Background: The subject lot is a 0.43-acre parcel that was originally developed in 1947 with a one-story, 1,239, sq.ft., two-bedroom, single-family dwelling with a 308 sq.ft. attached garage. In 2008, a building permit was sought to demolish the existing dwelling and reconstruct a new two-story, 3,119 sq.ft., two-bedroom single-family dwelling with an attached garage. That building permit was sought as-of-right based upon Section 240-91.H of the Zoning Ordinance. On December 11, 2008, Building Permit No. 200806635 was issued for the demolition of the existing dwelling and Building Permit No. 200806633 was issued for the construction of the new dwelling. The plans submitted with those applications conformed to the lot coverage and floor area ratio limitations imposed by Section 240-91.H. - The location of the dwelling was to be based upon the existing structure that was situated 22.7 feet off Bay Lane. It was assumed by both the builder and inspector that the building conformed to zoning setbacks. However, that was not the case as the required front yard setback is 30 feet. This defect went undetected and the existing structure was removed and a foundation installed. In mid January of 2009, a certified as-built foundation plan was submitted identifying that the foundation was installed 26.5 feet off Bay Lane. On January 21, 2009 the builder was notified of the error and instructed to halt construction on the garage area of the home and to seek relief from the Zoning Board. The petition seeks that Special Permit pursuant to Section 240-91.H(2), Nonconforming Lot- Developed Lot Protection by Special Permit, to allow for the rebuilding based upon the pre-existing, legally created nonconformity in the front yard setback of the original structure. 0 Town of Barnstable, Growth Management Department-Staff Report to Zoning Board of Appeals Appeal No. 2009-009-Lemos/Prifti-Section 240-91.H(2), Demo/Rebuild Not in Compliance with Required Setbacks Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on January 21, 2009. 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 February 11, 2009, at which time the Board found to\grant the special permit subject to conditions. Board Members deciding this appeal were, William H. Newton, Michael P. Hersey, Craig G. Larson, George T. Zevitas and Board Chair, Laura F. Shufelt, Attorney Michael D. Ford represented the petitioner before the Board. He introduced Mr. Michael Leddy, the contractor building the dwelling. Attorney'Ford noted that the dwelling is presently still under construction but that area of the garage that intrudes into the required front yard setback is not being worked on. Attorney Ford gave a brief history of the events that lead up to the issue. He noted that the misinterpretation was an honest mistake and oversight on both the building and the building inspectors. Throughout the process the builder has been fully cooperative with the Building Division: Mr. Ford noted that the area that intrudes is only 12 sq.ft. and the degree of infringement is less that that of the prior building. That building was setback only 22.7 feet. The new building is at 26.5 feet. A decrease in the infringement of 3.8 feet. Mr. Ford noted that the building conforms to all other setbacks and zoning requirements including the limitations imposed on demolition/rebuilds of 20% lot coverage and floor area ratio of 0.3. He stated the new structure covers 9.0% of the lot and its floor area ratio calculates to 0.166. Attorney Ford noted that it is within the powers of the Board to allow for the infringement by special permit as provided in the ordinance and addressed the required findings for the Board to grant the special permit. Public comment was requested and no one spoke in favor or in opposition to the granting of the relief. Findings of Fact: At the hearing of February 11, 2009, the Board unanimously made the following findings of fact: 1. In Appeal No. 2009-099, John A. Lemos and Veni Prifti as Trustees of Lemos Prifti Realty Trust are seeking a special permit pursuant to Section 240-91.H(2) Nonconforming Lot- Developed Lot Protection. The petitioner is seeking a special,permit to allow for the demolition of the existing dwelling and.the rebuilding of a new single-family dwelling. The Location of the proposed dwelling is based upon the location of the existing dwelling and not in conformance with the required 30-foot minimum front yard setback of the zoning district. The property is addressed 19 Bay Lane, Centerville, MA and is shown on Assessor's Map 186 as Parcel 067. The property is in a-Residence D-1 Zoning District. 2. The locus is a 0.4.3-acre-lot. According to the Assessor's record it was originally developed in 1947 with a one-story, 1,239 sq.ft., two-bedroom single family dwelling with a 308 sq.ft. attached garage. ' 2 Town of Barnstable,Growth Management Department-Staff Report to Zoning Board of Appeals Appeal No. 2009-009- Lemos/Prifti-Section 240-91.H(2), Demo/Rebuild Not in Compliance with Required Setbacks 3. In 2008, a building permit was sought to demolish the existing dwelling and reconstruct a new two-story, 3,119 sq.ft., two-bedroom single family dwelling with an attached garage. Plans for the demolition and reconstruction were submitted to the Building Division and on December 11, - 2008, Building Permit No. 200806635 was issued for the demolition of-the existing dwelling and Building Permit No. 200806633 was issued'for the construction of the new dwelling. The plans submitted with those applications conformed to the lot coverage and floor area ratio limitations of Section 240-91.H(2). However, the location of the dwelling did not conform to the required front yard setback of 30 feet. This defect went undetected until January of 2009 and on January 21, 2009, the builder was notified of the error and instructed to halt construction on the garage area of the home and to seek relief from the Zoning Board. 4. Upon further review, it has been determined that the infringement is a 12 sq.ft. corner of the garage foundation which intrudes into the front yard setback area. The front yard setback of the foundation is 26.5 feet. An infringement of 3.5 feet. The applicant is now before the Board seeking a Special Permit pursuant to Section 240-9l.H(2), Nonconforming Lot- Developed Lot Protection by Special Permit, to allow for the rebuilding based upon the pre-existing, legally created nonconformity in the front yard setback of the original structure. 5. The application falls within a category specifically excepted in the ordinance for a grant of a special permit as Section 240-91.H of the Ordinance provides for the demolition and rebuilding of a new dwelling on pre-existing, legally created nonconforming lots including the continuation of certain nonconformities in structure setback by special permit. 6. After evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the zoning ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The need for this special permit is for only 12 sq.ft., of the building which infringes into the front yard setback. The rest of the structure conforms to all setback requirements. The 26.5 foot front yard setback is more conforming than the prior building that was located 22.7 feet off Bay Lane. Although the building is larger in gross area,.the lot coverage is expanded by only 256 sq.ft. The dwelling is to remain a two bedroom dwelling and would therefore not represent an increase in nitrogen loading in this area of concern for protection of coastal embayments. 7. The demolition/rebuilding provision in the Ordinance is specifically designed so that the new dwelling can be located based upon the prior building. The proposal therefore fulfills the spirit and intent of the zoning ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2009-009 for the demolition and reconstruction of a single family dwelling on an undersized lot not in . compliance with required front yard setbacks subject to the following conditions: 1. Redevelopment of the property shall be as submitted to the Building Division under Building Permit No. 200806633. The footprint of that new building shall be located as it now exists and is 3 't Town of Barnstable,Growth Management Department-Staff Report to Zoning Board of Appeals Appeal No. 2009-009 Lemos/Prifti-Section 240-91.H(2), Demo/Rebuild Not in Compliance with Required Setbacks shown on an as-built foundation plan entitled "Certified Foundation Plan in Centerville, MA" for 19 Bay Lane Centerville, MA dated 1/16/09 as drawn by Moran Engineering, Inc. 2. As the lot is located in an area identified of concern for nitrogen loading to the coastal waters, the total number of bedrooms permitted on the lot shall not exceed two. A Board of Health Deed restriction to this effect shall be executed and filed against the property with the Registry of Deeds prior to the issuance of an occupancy permit for the new dwelling. 3. Construction shall comply with all applicable building, health and fire codes. 4. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be located so as to conform to the minimum required setbacks for the district or to those reduced setbacks as authorized in this permit. All mechanical equipment shall be screened from neighboring homes and from Bay Lane. 5. This decision must be recorded at the Barnstable Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any occupancy permit is issued. The vote was as follows: AYE: William H. Newton, Michael P. Hersey, Craig G. Larson, George T.Zevitas, Laura F. Shufelt NAY: None Ordered: Special Permit No. 2009-009 has been granted subject to conditions. 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. 7• a/arl LIT Laura F. Shufelt, Chair Date Signed I, Linda 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 that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this =da of;./ G%(,( " G under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 4 - UNOTICE rt TOWN OF BARNSTABLE ZONING BOARD OF APPEALS NOTICE OF PUBLIC HEARING.UNDER' THE ZONING ORDINANCE FEBRUARY 11,2009 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 Ma ssachusetts,.andoll amendments thereto._. you are hereby notified that: 7:15 PM.Remand Appeal No.2006-024., Corey By a Joint Motion to Remand,the petition`of Donald J.Corey , Jr.,that sought a Special Permit pursuant to Section 240-25(C)(1) , Conditional Use in a Highway Business Distinct and Modification of Special Permit No.1969.66 to redevelop property forthe retail sales"_ of liquor,has been remanded back to the Zoning Board.for further proceedings to consider a withdrawal of the petition..The property is addressed 1030 Falmouth Road(Route 28),Centerville?Hyannis, MA,and is shown on Assessor's Map 250 as parcel 065.>It is in a Highway Business and Residenceb-1 Zoning District._.; 7:30 PM. .Appeal No.2009-005 Cape Cod Five Cents Savings Bank Cape Cod Five Cents Savings Bank his'petitioned for a$pecial' Permit pursuant to"Section 240-25.C(1)Conditional Use Special :Permit in the Highway Business Zoning.District. :The petitioner:.' . is seeking to add a second drive-thru banking lane to.the existing banking facility including the extension of the existing roof,canopy. and installation of an automatic teller machine(ATM).The property is located within the Centerville Shopping Center and is addressed 1620 Falmouth Road,:Centerville,MA. It is shown`on'Assessor's Map 209 as parcel 013,and zoned HB. Highway Business::: 7:45 PM Appeal 2009-006 Fireman 'Paul and"Phyllis Fireman.have appealed the Building Commis sioner's letterofNovember 19,2008 pursuanttoSecbon 240-125(B) (1)(a);Appeals from Administrative Official. The letter expresses the.Commissioner's opinion-that 92 South Bay;Road,Ostenrdle Mass.,constitutes a single lot and that the demolition pf the dwell, ing on the property-and construction of.two neWdwellmgs.on that property is not allowed under the zoning ordinance The appellant.4 is requesting that the Zoning Board ofAppeals"ovi6in the Building C; :.Commissioner's November 19,2008 letter and find that no zoning relief is required to allow for the construction of two dwelling on the 92 South Bay Road lot. The property is addressed as`92 South Bay Road,Osterville,MA and is shown on Assessor's'Map'093 as. parcel 042-001--It is in.a Residential F-1:Zoning District:and the Resource Protection Overlay District 8 00 PM Appeal 2009-009 ? Lemos/PrifU JohnA Lemos"and Vem Prifti as`Trustees of Lemos Prifti Re alty Trust has petitioned for.a Special Permit pursuant to Section 240-91.1­1(2),Nonconfarming Lot-Developed Lot Protection: Tfie petitioner is seeking the permit to allow for the demolition of the existing dwelling-and rebuilding of a new single-family dwelling The location of the proposed dwelling is base'd.upon the'locabon of the exisfing,dwelring and not in conformity to the re gwred30 foot minimum front yard setback of the zoning distnct.<The property is addressed 19'Bay Lane,Centerville'MA and is'shown on Asses':' sor's Map 1.86 as parcel 067. The property'is in a Residence D 1,si Zoning District ;.. -These Public Hearings will be held at the Barnstable Town Hall 367Main Street,Hyannis,MA,Hearing Room,210Floor Wednesday 'l February 11;2009. Plans and applications may be reviewed at the Zoning Board ofAppeals Office,Growth Management Department, Town Offices,200.Main Street,Hyannis MA Laura F.Shufeft,Chad Zoning Board of Appeals,. the Barnstable Patriot January 23 and January 30,2004 :;7 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '186067' 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. j Total Count: 23 Close Map &Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 185006 KOONCE, CAROLYN 796 SOUTH MAIN CENTERVILLE, C178738 S TR ST MA 02632 185007 LEWANDO, LOUISE 593 CANTON ST WESTWOOD, MA USA C43417 MARY 02090 185008 DESMOND, 780 SO MAIN ST CENTERVILLE, USA C145078 MARGARET J MA 02632 185009 FRASER, CLAIRE M 12986 BRIGHTON CLARKSVILLE, USA 18606/178 DAM RD MD 21029 MURDOCH 760 SOUTH MAIN CENTERVILLE, 185010 WILLIAM A JR& SCANLON,)AYNE M ST MA 02632 USA 10036015 185011 BAGLEY,THOMAS S 729 SOUTH MAIN CENTERVILLE, C166127 ST MA 02632 185012001 CRAIN, RAMSAY E& 5536 ISLEWORTH WINDERMERE, USA C122309 MERRILEE COUNTRY CLUB DR FL 34786 185012002 CRAIN, RAMSAY E& 5536 ISLEWORTH WINDERMERE, USA C122309 MERRILEE COUNTRY CLUB DR FL 34786 SCIBELLI, MARK L& %HASEOTES, 773 SOUTH MAIN CENTERVILLE, 185013 CATHERINE A GEORGE PETER& STREET MA 02632 USA C174750 POLYXENI T MCMANMON,JOHN %MCMANMON,JOHN CENTERVILLE, 185014 V JR&CONSTANCE V, JR&CONSTANCE 789 S MAIN ST MA 02632 USA C129962 R R 186036003 MORASH, CLARE M 76 BAY LN CENTERVILLE, USA 3526/301 MA 02632-3302 BALCKE, STEPHANIE %WILBUR,JOHN D & CENTERVILLE, 186036004 W DEBORAH A 70 BAY LANE MA 02632 10640/328 GOLDENBERG, 700 SOUTH MAIN CENTERVILLE, 186037 WILLIAM J & NELLIGAN, SUSAN T STREET MA 02632 C184498 LEMOS,JOHN A & LEMOS PRIFTI MARSTONS 186067 PRIFTI, VENI TRS REALTY TRUST 64 TURTLEBACK RD MILLS, MA USA 14507/346 02648 186068 MEANY, PHILIP E JR 3417 N ABLEMARIE ARLINGTON, VA USA C120805 ST 22207 WITT-POWERS, %POWERS, JAMES F CENTERVILLE, 186069001 BETSY ET AL TRS &WITT-POWERS, 49 BAY LANE MA 02632 USA C174603 BETSY] 186069002 COYLE, CORMAC 55 BAY LANE CENTERVILLE, USA C137692 MA 02632 186070 CROSBY, MARTHA L %LEWIS, MARTHA C 81 BAY LANE CENTERVILLE, USA C37246 MA 02632 186074001 MACALEESE, MACALEESE, P 0 BOX 348 CENTERVILLE, USA C101253 CHARLES R& CATHERINE E MA 02632 SCHOENHERR, WINCHESTER, 186074002 � ONE BERKSHIRE DR C158060 LESLIE MA 01890 WATERMAN,' ATE, MA SCITU j L86080 FREDERICK W P 0 BOX 61 SCITU USA C139686 02066 %G70/K —Oh ir=i I r 186082 MCNAMARA, KERRY P 0 BOX 1144 OSTERVILLE, MA 20071/251 M 02655 186083 AHERN, DOUGLAS J P 0 BOX 1144 OSTERVILLE, MA 20071/232 02655 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 1/21/2009. } j + DEED RESTRICTION WHEREAS, Veni Lemos (f/k/a Veni Prifti),Trustee of Lemos Prifti Realty Trust u/d/t dated November. 16, 2001, recorded in Book 14507 Page 341, of 19 Bay Lane, Centerville, MA, is the owner of property located at 19 Bay Lane, Centerville,MA, shown as Lot B 1 on a plan recorded with the Barnstable County Registry of Deeds in Plan Book 496 ,Page77,("Property"); and WHEREAS, Veni Lemos,Trustee has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on the Property as a condition to obtaining an occupancy permit pursuant to Condition Number 2 in the Special Permit Decision issued by the Barnstable Zoning Board of Appeals in Appeal No. 2009-009 WHEREAS, the Town is requiring that the agreement for the restriction on the number of bedrooms in any house,constructed on the Property be recorded with the Barnstable County Registry of Deeds by recording this document, NOW, THEREFORE, Veni Lemos, Trustee does hereby place the following restriction on the Property, which restriction shall run with the land and be binding upon all successors in title: Until such time as technology changes and the Barnstable Board of Health changes its regulations, or otherwise grants permission, any home constructed on the Property shall contain no more than 2 bedrooms. For title see deed recorded in Book 14507 Page 346. See also marriage certificate recorded in Book 23281 Page 189. Veni Lemos,Trustee, hereby certifies that she is the sole Trustee of the Lemos Prifti Realty Trust,'that John A. Lemos died on 4/24/08 as evidenced by death certificate recorded in Book 23281 Page 190; that the Trust is in full force and effect and has not been amended or modified, and that she has full power and authority to execute this restriction. Executed as a sealed instrument��day of Zl)j������ , 2009. Veni Lemos(aka Veni Prifti), Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable ss. On thicw�-day o C 2009, before me the undersigned notary public personally appeared Veni Lemos, Pru tee, as-aforesaid, through roved to me th satisfactory evidence of p g rY identification which was to be the person whose name is signed on the preceding document and acknowledged to.me at she signed it oluntarily for its stated.purpose. ary Public y Commission Expires: USA M.DeTOK Notary Public y Commission Expires March 5,2010 Town of Barnstable tt� HARV(21'AH1,P ' Zoning Board of Appeals Laura F. Shufelt, Chair M ,es 200 Main Street, Hyannis, Massachusetts.02601 Phone(508)862-4785 Fax(508) 862-4784 o� aD fXPy� Growth Management Department 367 Main Street, Hyannis, MA 02601 JoAnne Miller Buntich-Interim Director January 30, 2009 Clare M. Morash 76 Bay Lane Centerville, MA 02632-3302 RE: Appeal 2009-009— 19 Bay Lane, Centerville, MA Dear Ms. Morash, This office is in receipt of your letter dated January 26, 2009 regarding Appeal 2009-009 which is to be before the Zoning Board of Appeals on February 11, 2009 at 8:00 PM. On December 11, 2008 a building permit for the demolition and rebuilding of the dwelling at 19 Bay Lane, Centerville, MA was issued as-of-right by the Building Department. This was done in accordance with Section 240-91(H) of the Zoning Code of the Town of Barnstable (see attached). On January 21, 2009 a letter was addressed to the Mr. Michael Leddy, the builder, from Jeffrey L. Lauzon, Building Inspector for that area (see attached). In Mr. Lauzon's letter, he informs Mr. Leddy that the foundation for the garage, as it is currently located, encroaches into the front yard setback and that he must apply to the Zoning Board of Appeals for relief of 3.5 feet. The front yard setback in this area is 30 feet and the proposed garage is 26.5 feet resulting in the requested relief. Attorney Michael D. Ford submitted an application on behalf of the applicant for a special permit to the Zoning Board of Appeals on January 21, 2009 requesting relief for a front yard setback of 3.5 feet Procedurally, the Zoning Board of Appeals notifies abutters in accordance to Chapter 40A, Section 11 for the relief being requested. If you have any further questions or would like to view the file for this appeal, please contact me or visit our office located at 200 Main Street, Hyannis, MA. Respectful , Carol J. Puckett—Administrative Assistant Zoning Board of Appeals 508-862-4785 cc: Laura Shufelt—Chair,Zoning Board of Appeals Art Traczyk—Regulatory Review Planner CJeffrey`Lauzon—Building Inspector t File:Appeal 2009-009-Lemos/Prifti Enc(2) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 5 Map Parcel / �(JApplication #_ '< Health Division Date Issued I Z- i .r t Conservation Division Application Fee A61 ), Planning Dept, Permit Fee 4' H�-� ' a Date Definitive Plan Approved by Planning Board ©� 2-h 1 Historic - OKH Preservation/Hyannis Project Street Address / 13.,9 G1 Village Owner 1//.=AI/ ClVo5 Address Telephone 5 a6 Permit Request 1��=rtr�LiT�o• or' FXtSTiwy ��ovsr' p Rr13U/1-,p (,c/ f V 7- z /li� �✓ /'O yrY.�,e�i't m�v i CIO Square feet: 1st floor: existing Qw proposed/09Z 2nd floor: existing rag proposed q�Total new ' Zoning District)�=Slo r.yk-,*44. Flood Plain Groundwater Overlay Project Valuation �9'D�04 - 1 Construction Type yr <�l� roc' !wd st- -:5' W�00 l_ia'�i7<5 Lot Size-,22, 36 D- S• F Grandfathered: ❑Yes d"N / o If yes, attach supporting documentation. Dwelling Type: Single Family 0- Two Family ❑ Multi-Family (# units) Age of Existing Struct e �,� Historic House: ❑Yes (dNo On Old King's Highway: ❑Yes WJo Basement Type: Full ❑ Crawl ❑Walkout ❑ Othe r Basement Finished Areas lv� ( qft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing / new Half: existing ne' , Number of Bedrooms: existing anew `i Total Room Count (noZas ding baths): existing 7 new 6 First Floor Room- Count 7/1 /- Heat - *�� Type and Fuel: ❑ Oil ❑ Electric ❑ Oth re X.- Central Air: UYes ❑ No Fireplaces: Existing New G,*s F,��t/. Existin wood/co I stove:Q Yes ®'No g Detached garage:.;��s' ting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: existing �ew sizeS�sShed: ❑ exis ting sting ❑ new size — Other: LJ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use s APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nameff_,GP46G L-LF00 L o-=0D ml Telephone Number S 0,,9 449 X zi.IA2 Address 1�� /'v !!_�/ �{� License# fh !^7� 0266L�So s/i9,e<�,ou Home Improvement Contractor# ANT/YWOA6"Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 5 cc- C) � Ada GR��,�? cv�s <<_�� ,� p S d° Q�-.�,�.�•S SIGNATURE DATE` CO c7 ti Town of Barnstable Regulatory Services BMWSTABLE9 MASS. Thomas F.Geiler,Director Eo;p�01 Building Division Tom Perry,Building Commissioner. 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 January 21, 2009 Michael Leddy 104 Studley Rd. S. Yarmouth, Ma. 02664 RE: 19 Bay Lane, Centerville Map: 186 Parcel: 067 Dear Mr. Leddy: This letter shall serve as confirmation of our conversation regarding the above referenced property. As explained, the foundation as it is currently located encroaches into the front setback of thirty feet as required by the Zoning Ordinance of the Town of Barnstable. In order to keep the foundation as located you must obtain approval from the Zoning Board of Appeals. As discussed, you may proceed with the construction of the house exclusive of the garage as it is the garage that encroaches. The garage may not be constructed until such time that approval is granted by the Zoning Board of Appeals or it is located in compliance with the required setbacks. Thank you for your cooperation and immediate attention to this matter. If this office can be of any further assistance please do not hesitate to call. I may be reached at (508) 862-4034. Respectfully, GWe L. Lauzon Y Local Inspector Q:zoning5 January 26, 2009 Town of Barnstable Zoning Board of Appeals 200 Main Street Hyannis,MA 02601 Re: Appeal 2009-009 As an abutter I do not have opposition to the request to tear down the house located at 19 Bay Lane, Centerville and the rebuilding of a new house in the same foot print. The only thing that I am concerned about is the fact that the notice regarding the hearing to be held February 11 was not sent out until January 21. By the time I received the notice on January 22, the original house had been torn down. A new foundation had been poured and the second floor of the new dwelling had been framed in. With such a delay .in issuing the notification, any question or objection that an abutter might have would have been mute. Sincerely, ._t7 Clare M. Morash �- 76 Bay Lane Centerville, MA 02632-3302 � ,; co J, z; zic : cn r- N BOISE" 'TriPle 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 01 BC CALC®2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, November 03,2008 17:31 Build 276 File Name: BC Job Name: Mike Leddy, Builder Description: Beam 01 Address: 19 Bay Lane Specifier: City State,Zip: Centerville, MA Designer: Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 i x t { .y* --' S a "": •t ! i- �. • g -:ash '" �°- f.a ,, a '13-00-00 BO,3-1/2" B1,3-1/2" LL 1,928 Ibs LL 1,928 Ibs DL 1,055 Ibs DL 1,055lbs Total Horizontal Product Length=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 attic Unf.Area(psf) Left 00-00-00 13-00-00 20 10 14-10-00 Controls Summary Value %Allowable Duration case Span Disclosure Pos.Moment 9,026 ft-Ibs 43.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2,486 Ibs 26.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U442(0.341") 54.3% 1 1 output as evidence of suitability for Live Load Defl. U684(0.22") 52.7% 1 1 particular application.Output here based 0.341" 34.1% 1 1 on building code-accepted design Max Defl. Span/Depth 0.34 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 Wall/Plate 3-1/2"x 5-1/4" 8 2,984 Ibs 38.2% 21.7% Spruce-Pine-Fir ( ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 2,984 Ibs 38.2% 21.7% Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMERS,AJSTM', Notes ALUOISTS,BC RIM BOARD- BCIS, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIMS, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Connection Diagram L.L.C. �b �d� L t a I I c i Or PA a minimum=2" c=4-1/2" b minimum=3 d= 12" � sT�ucru�x,L s >ls e minimum=3 No. 35334� Member has no side loads. rr ,. Connectors are: 16d Common Nails - I BOISE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 02 UL;GALL;W Z.0 Liesign Keport-U5 Z spans i No cantilevers i U/12 slope Monday,November U3,ZUUS 17:31 Build 276 rue Name: uL; f Job Name: Mike Leddy, Builder Description: Beam 02 Address: 19 Bay Lane Specifier: City, State,Zip:Centerville, MA Designer: Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 ' � s a r r s • vr r s r n � s � r 6 r .r s :r r r s i a w r a... v r v r n w r -M, . r' 'r�,c € a '� S> fri.� vc. r�. ..k ' d„i ,;rxv y�.t R ';a.� ."�E. f 'ti 13-00-00 - 1 06-08-00 80,3-1/2" B1,3-1/2" B2,3-1/2- LL 1,647 Ibs LL 3,909 Ibs .F LL 943 Ibs DL 854 Ibs ,. DL 2,078 Ibs DL 169 Ibs Total Horizontal Product Length=19-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 attic Unf.Area(psf) Left 00-00-00 19-08-00 20 10 14-10-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,326 ft-Ibs 45.3% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -6,947 ft-Ibs 49.8% 100% 1 2-Left be verified by anyone who would rely on End Shear 2,010 Ibs 31.8% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 3,019 Ibs 47.8% 100% 1 1 -Right particular application.Output here based Uplift 455 Ibs n/a 14 2-Right on building code-accepted design Total Load Defl. U478(0.32") 50.2% 14 1 properties and analysis methods. Installation of BOISE engineered wood Live Load Defl. L1712(0.215") 50.6% 14 1 products must be in accordance with Total Neg. Defl. -0.047" 9.5% 14 2 current Installation Guide and applicable Max Defl. 0.32" 32.0% 14 1 building codes.To obtain Installation Guide Span/Depth 16.1 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMERS,AJS7m Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTS,BC RIM BOARD-,BCI®, BO WalUPlate 3-1/2"x 3-1/2" 2,502 Ibs 48.1% 27.2% Spruce-Pine-Fir BOISE GLULAM-" SIMPLE FRAMING B1 Post 3-1/2"x 3-1/2" 1 5,987 Ibs n/a 65.2% Unspecified SYSTEMS,VERSA-LAM®,VERSA-RIM B2 Wall/Plate 3-1/2"x 3-1/2" 1,1,.12 Ibs 21.4% 12.1% Spruce-Pine-Fir PLUS®,VERSA-RIMS, VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 455 Ibs found at span 2-Right.. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram a I I i��. PAUL 5 STRUCTURN > No. 35334 11� Lc=5-1/2"d= 12side loads.: 16d Common Nails - ROME- Double 1-3/4" x 9-.1/2" VERSA-LAM® 2.0 3100 SP Floor Beam0eam 03 BC CALL®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, November 03,2008'17:31 Build 276 File Name: BC Job Name: Mike Leddy, Builder Description: Beam 03 Address: 19 Bay Lane Specifier. City, State,Zip:Centerville, MA Designer: Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 ' V v •� v v > a a v • v v s v v� +r v e o v s v v ► v s v s ++ v v v v v 1 g-p at .` ' �' z gm r,� "� 4 f n" -`. 't. X� :: r -e- Ss r a y.a- t Ju ✓ a �-x - ti �:.4.t U8-00-00 B1. BO LL 320 Ibs LL 320 Ibs DL 133 Ibs DL 133 Ibs Total Horizontal Product Length=08-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133%, 125% Trib. 1 2nd floor Unf.Area(psf) Left 00-00-00 08-00-00 40 12 02-00-00 Controls Summary Value %Allowable Duration, Case Span Disclosure Pos. Moment 907 ft-Ibs 6.5% 100% 1 1 -Intemal Completeness and accuracy of input must End Shear 360 Ibs 5.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U4,596(0.021") 5.2% 1 1 output as evidence of suitability for Live Load Defl. U6,512(0.015") 5.5% 1 1 particular application.Output here based on building code-accepted design Max Defl. 0.021" 2.1% 1 1. properties and analysis methods. Span/Depth 10.1 n/a 1 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 Hanger Load n/a 453 Ibs Unspecified n/a Hanger (8 ask questions,please call BO Han g P g (800)232-0788 before installation. B1 Hanger Load n/a 453 lbs Unspecified n/a Hanger BC CALCO,BC FRAMER®,AJS""', Notes ALUOIST9,BC RIM BOARD- BCIO, BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)'Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. bI F—d� a i v ' .UL V1 a minimum=2" c=5-1/2" RUCTURAL s b minimum=3" d= 12" , `'� No. 3533`1 Member has no side loads... A/k �`a Connectors are: 16d Common Nails r � _ �j¢ o • ®BEN Double 1-3/4" x 9-1/2" VERSA-LAM0 2.0 3100 SP Floor Beam\Beam 04 t3G GAL(;g 2.0 Design Report-us 1 span No cantilevers 1 0/12 slope Monday, November 03,201.113 1/:31 Build 276 1-tle Name: t3(: Job Name: Mike Leddy, Builder Description: Beam 04 Address: 19 Bay Lane Specifier: City,State,Zip:Centerville, MA Designer: Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 v w v 1 0 6 s e v v e v W v .v w v o v v v v v V v s s s i v v v v v v v V v v I _+�- �... �:: a y -c °•+ „�.�9`� '�`�``". z s� tom.. :."£`�?, x--c ..x. � �.- �� '�. 14-00-00 BO,3-1/2" B1,3-1/2" LL 511 Ibs LL 369 Ibs DL 246 Ibs DL 187 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 2nd floor Unf.Area(psf) Left 00-00-00 14-00-00 40 12 01-00-00 2 Beam 03 at bearing BO Conc. Pt. (Ibs) Left 04-00-00 04-00-00 320 133 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,390 ft-Ibs 17.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 690 Ibs 10.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1,056(0.154") 22.7% 1 1 output as evidence of suitability for Live Load Defl. U1,569(0.104") 23.0% 1 1 particular application.Output here based Max Defl. 0.154" 15.4% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.1 n/a 1 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 W II/PI - - " o 0 or ask questions,please call Wall/Plate ate 3 1/2 x 3 1/2 756 Ibs 14.5� 8.2/o Spruce-Pine-Fir B1 Wall/Plate 3-1/2"x 3-112" 556 Ibs 10.7% 6.0% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSASTRANDO,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b �d—� a i e T— PAUL W. ° OF t 5d1ir�V c:Q�I i a minimum=2" c=5-1/2" b minimum=3" d= 12" sr�uCru� No. 353134r; 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. r• �; " = Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Quadruple 1-3/4" x 9-1/2' VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 05 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, November 03,2008 17:31 Build 276 File Name: BC Job Name: Mike Leddy, Builder Description:Beam 05 Address: 19 Bay Lane Specifier: City, State,Zip:Centerville, MA Designer: Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 ' a 3 MRAE p a 13-00-00 BO,3-1/2" B1,3-1/2" LL 5,785 Ibs LL 7,432 Ibs DL 2,334 Ibs DL 3,188 Ibs Total Horizontal Product Length=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area(psf) Left 00-00-00 13-00-00 40 12 14-10-00 2 Beam 01 at bearing BO Conc. Pt. (Ibs) Left 00-00-00 00-00-00 1,928 1,055 n/a 3 Beam 01 at bearing 61 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 1,928 1,055 n/a 4 Beam 02 at bearing BO Conc. Pt. (Ibs) Right 00-00-00 00-00-00 1,647 854 n/a Controls Summary Value %Allowable - Duration Case span Disclosure Pos. Moment 15,534 ft-Ibs 55.6% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4,279 Ibs 33.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U342(0.44") 70.1% 1 1. output as evidence of suitability for Live Load Defl. U456(0.33") 79.0% 1 1 particular application.Output here based Max Defl. 0."'. 44.0% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.8 n/a 1 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 Wall/Plate 3-1/2"x 7". 8,118 Ibs 78.0% 44.2% Spruce-Pine-Fir or-ask questions,please call B7 Wall/Plate 3-1/2"x 7" , 10,619 Ibs 102.0% 57.8% Spruce-Pine-Fir(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"', Cautions ALLJOISTO,BC RIM BOARD- BCIO; Bearing length at bearing B1 should be at least 3=5/8". BOISE GLULAM-f SYSTEM@,VERSA SIMPLE FRAMING -LAM®,VERSA-RIM Bearing B1 cannot support a load of 10,619 Ibs. PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD@ are Notes trademarks of Boise Wood Products, L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie, Inc. Bs P.0 f, P" ' �l� SlMH"2�ON �i• STRUCTURAL E o No.35334 ®ISE, Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 31O0 SP Floor.BeamlBeam 05 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, November 03, 2008 17:31 Build 276 File Name: BC s Job Name: Mike Leddy, Builder Description: Beam 05 Address: 19 Bay Lane Specifier: City, State,Zip:Centerville, MA Designer. Customer: Shepley Wood Products, Inc. Company: Swanson Structural,Inc. .Code reports: ESR-1040 Misc: Job 3213 Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a I ; output as evidence of suitability for T• • particular application.Output here based on building code-accepted design properties and analysis methods. • 1—• • Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide a minimum= 1-1/2" c=6-1/2" - or ask questions,please call b minimum=4" d=24" (800)232-0788 before installation. e minimum= 1" BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARDTm,BCIS, Connection design assumes point load is'top-loaded'. For connection design of side-loaded BOISE GLULAMna,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Be top- loaded 7 inches wide will be assumed to be either top loaded only, or equally loaded from VERSA-STRANDS,VE PLUS®,VERSA-RIM®RSA-STUD®are each side. Install screws from both sides, staggering screws by%of the spacing to avoid splitting. trademarks of Boise Wood Products, Member has no side loads. L.L.C. Concentrated loads are not considered in side load analysis. Connectors are:SDS 1/4 x 6 BQ®SE" Triple 1-3/4" x 16" VERSA-LAM®2.0 3100 SP Floor Beam\Beam 06 BC CAL•C®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, November 03,2008 17:31 Build 276 File Name: BC Job Name: Mike Leddy, Builder Description: Beam 06 Address: 19 Bay Lane Specifier: City, State,Zip: Centerville, MA Designer: Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 gm1� �` '�- �`�,'.�".�- -G�� t �" xt�5 rt��. _,�, '3TM t —a' "•� . _. � ups. s^"�'Rt �'�i,,,. � � "`�� '�,. :'ia- e � 3�" + 21-09-00 BO,3-1/2" B1,3-1/2" LL 2,610 Ibs LL 2,610 Ibs DL 1,562 Ibs DL 1,562 Ibs Total Horizontal Product Length=21-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115%. 133% 125% Trib. 1 Attic Unt Area(psf) Left 00-00-00 21-09-00 20 _ 10 12-00-00 Controls Summary Value %Allowable Duration case Span Disclosure Pos. Moment 21,740 ft-Ibs 38.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3,549 Ibs 22.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U516(0.495") 46.5% 1 1 output as evidence of suitability for Live Load Defl. U825(0.31") 43.6% 1 1 particular application.Output hen:based Max Defl. 0.495" 49.5% 1 1 on building code-accepted design Span/Depth 49 5% 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 Wall/Plate 3-1/2"x 5-1/4" 4,172 Ibs 53.4% 30.3% Spruce-Pine-Fir (8 ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" . 4,172 Ibs 53.4% 30.3% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMER®,AJSTm, Notes ALLJOISTO,BC RIM BOARD- BCIG, Design meets Code minimum(U240)Total load deflection criteria BOISE GLULAM-SYSTEM®,VERSA SIMPLE FRAMING -LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b �d� a I I • •. • o T o c 0 0 0 � 01 "Fn� .a �' p`:U a minimum=2 c=11" �, L k , b minimum=3 . d= 12 - Ns --- e minimum=3" SrRUCTJR� v' No.35334 Member has no side loads. ^ r� Connectors are: 16d'Common Nails 0 s7A ®�Ery Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 07 BC CALC®2.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, November 03,2008 17:31 Build 276 File Name: BC Job Name: Mike Leddy, Builder Description: Beam 07 Address: 19 Bay Lane Specifier: City, State,Zip:Centerville, MA Designer: Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 r - _,2 - ?f13.C. _?' _-k...: �.s '� 13 _§._S'e. ,�S z �°_,�`.�� .3. i R ...:rZF ,:sY.% ..5. •-�'iU.c.. �" ' 06-05-00° 06-05-00 B0,3 1/2" 61,5-1/4" B2,5-1/4" LL 2,169 Ibs LL 5,657 Ibs LL 9,668 Ibs DL 606 Ibs DL 1,804 Ibs DL 3,807 Ibs Total Horizontal Product Length=12-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 125% Trib 1 1st floor Unf.Area(psf) Left 00-00-00 12-10-00 40 12 18-06-00 2 Beam 05 at bearing B1• Conc. Pt. (Ibs) Right 00-00-00 00-00-00 7,431 3,188 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,335 ft-Ibs 15.9% 100% 14 - 1 -Internal Completeness and accuracy of input must Neg. Moment -4,564 ft-Ibs 21.8% 100% 1 1 -Right be verged by anyone who would rely on End Shear 1,718 Ibs 18.1% 100% 14 1 -Left output as evidence of suitability for Cont.Shear 2,771 Ibs 29.2% 100% 1 1 -Right ° particular application.Output here based Total Load Defl. L/2,735(0.027") 8.8% 14 1 on building code-accepted design Live Load Defl. U3,271 (0.023") 11.0% 14 1 properties and analysis methods. Installation of BOISE engineered wood Total Neg. Defl -0.007" 1.4% 14 2 products must be in accordance with Max Defl. 0.027" - 2.7% 14 1 current Installation Guide and applicable Span/Depth 7.8 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJSTM', BO Wall/Plate 3-1/2"x 5-1/4". 2,775 Ibs 35.5% 20.1% Spruce-Pine-Fir ALLJOIST®,BC RIM BOARDTm,BCI®, 61 Post 5-1/4"x 5-1/4" 7,461 Ibs 0.3% 36.1% Steel BOISE GLULAMTM,SIMPLE FRAMING B2 Post 5-1/4"x 5-1/4" 13,475 Ibs 0.5% 65.2% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(L/240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1'1 Maximum load deflection criteria. Connection Diagram b' -•—d- a TIC, - e • ems/ `�. F c �j.� �L `�. ,...' . JL e o 0 0 SINA:N 0 1 , 3 STRUCTURAL x. N0. 36"�G M a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum 3 Connection design assumes.point load is'top-loaded'. For connection design of'side4oaded' 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 Common Nails Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 08 BC CALC®2.0 Design Report-US 3 spans I No cantilevers 1 0/12 slope Monday, November 03,2008 17:31 Build 276 File Name: BC a Job Name: Mike Leddy, Builder Description: Beam 08 Address: 19 Bay Lane Specifier. City, State, Zip:Centerville, MA Designer: Customer Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 2 I 3 v 'V - - - 30 v ...-.�... .. ., -.�`;` ..........._. __gym r .✓._ - •.' _ 7�.,-; 05-05-00 05-05-00 J 0"6-00 BO,3-1/2" B1,5-1/4" B2,5-1/4" B3,5-1/4" LL 3,800 Ibs LL 10,230 Ibs LL 12,798 Ibs LL 3,985 Ibs DL 1,105 Ibs DL 3,487 Ibs DL 4,854 Ibs DL 1,093 Ibs I otal Horizontal Nroauct Length=16-u4-uu Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 1st floor Unf.Area(pso Left 00-00-00 16-04-00 40 12 18-06-00 2 wall Unf. Lin. (plo Left 00-00-00 16-04-00 .60 n/a 3 2nd floor Unf.Area(psf) Left 00-00-00 16-04-00 40 12 18-06-00 4 Beam 02 at bearing B1 Conc. Pt. (Ibs) Right 06-08-00 06-08-00 3,909 2,078 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,783 ft-Ibs 27.6% 100% 16 2-Intemal Completeness and accuracy of input must Neg. Moment -8,401 ft-Ibs 40.1% 100% 20 2-Right be verified by anyone who would nary on End Shear 2,741 Ibs 28.9% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 8,875 Ibs 93.7% 100% 20 2-Right particular application.Output here based Total Load Defl. U1,888(0.034") 12.7% 16 2 on building code-accepted design Live Load Defl. U2,288 . 5.7% 16 2 properties and analysis methods. 0028" ( � 1 Installation of BOISE engineered wood Total Neg. Defl.. -0.013" 2.5% 16 3 products must be in accordance with Max Defl. 0.034" 3.4% 16 2 current Installation Guide and applicable Span/Depth - 6.5 n/a 3 building codes.To obtain Installation Guide ' or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJS-, BO Wall/Plate 3-1/2"x 5-1/4 4,905 Ibs 62.8% 35.6% Spruce-Pine-Fir ALLJOISTO,BC RIM BOARDT"',BCI®, B1 Post 5-1/4"x 5-1/4" 13,717 Ibs 0.5% 66.4% Steel BOISE GLULAM-,SIMPLE FRAMING B2 Post 5-1/4"x 5-1/4" 17,653 Ibs 0.6% 85.4% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM B3 Post 5-1/4"x 5-1/4 5,077 Ibs 0.2% 24.6% Steel PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. ti . Wy 'C-1 R U C71 U,r �j; Roisw Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 08 BC CALC®2.0 Design Report-US 3 spans I No cantilevers 1 0/12 slope Monday, November 03, 2008 17:31 Build 276 File Name: BC Job Name: Mike Leddy, Builder Description: Beam 08 Address: 19 Bay Lane Specifier: City, State, Zip: Centerville, MA Designer: Customer: Shepley Wood Products, Inc: f Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 4 - . 05-05-00 05-05-00 05-06-00 BO,.3-1/2" 131,5-1/4" B2,5-1/4" B3,5-1/4" LL 3,800 Ibs LL 10,230 Ibs LL 12,798 Ibs LL 3,985 Ibs DL 1,105 Ibs DL 3,487•lbs DL 4,854 Ibs, DL 1,093 Ibs Total Horizontal Product Length=16-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 1st floor Unf.Area(psf) Left 00-00-00 16-04-00 40 12 18-06-00 2 wall Unf. Lin. (plD Left 00-00-00 16-04-00 .60 n/a 3 2nd floor Unf.Area (psf) Left 00-00-00 16-04-00 40 12 18706-00 4 Beam 02 at bearing B1 Conc. Pt. (Ibs) Right 06-08-00 06-08-00 3,909 2,078 n/a Controls Summary Value %Allowable Duration. Case Span Disclosure Pos. Moment 5;783 ft-Ibs 27.6% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment =8,401 ft-Ibs 40.1%' '100% 20 . 2-Right be verified by anyone who would rely on End Shear 2,741 Ibs 28.9% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 8,875 Ibs 193.7% 100%, 20 2-.Right,. particular application.Output here based. Total Load Defl. U1,888(0.034") 12.7% 16 2. on building code-accepted design Live Load Defl. U2,288(0.028") 15.7% 16 properties and analysis methods.2 Installation of BOISE engineered wood Total Neg. Defl.: -0.013" 2.5% : 16 3 products must be in accordance with Max Defl.' 0.034"" 3.4% .16 2 current Installation Guide and applicable Span/Depth 6.5 n/a 3 building codes.To obtain Installation Guide or ask questions,please call ~ %Allow' %Allow. (800)232-0788 before installation. Bearing Supports Dim.(L.x W) Value Support Member Material BC CALC®,BC FRAMER®,AJST"', BO Wall/Plate 3-1/7'x 5-1/4" 4,965 Ibs 62.8% 35.6% Spruce-Pine-Fir ALLJOISTO,BC RIM BOARDTM" BCI®, B1 Post 5-1/4"x 5-1/4" 13,717 lbs 0.5% 66.4% Steel BOISE GLULAMTm SIMPLE FRAMING B2 Post 5-1/4"x 5-1/4" 17,653'lbs 0.6% 85.4% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM 133 Post 5 1/4"x5-1/4". 5,077 Ibs 0.2% 24.6% Steel PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. . Design meets Code minimum (U240)Total load deflection'chteria. Design meets Code minimum (U360) Live load deflection.criteria. Design meets arbitrary(1") Maximum load deflection criteria 44, to • e� J . Page 1.of 2 ® � Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 08 BC CALC®2.0 Design Report-US 3 spans No cantilevers 1 0/12 slope Monday, November 03,2008 17:31 Build 276 File Name: BC Job Name: Mike Leddy, Builder Description: Beam 08 Address: 19 Bay Lane Specifier: City, State,Zip:Centerville, MA Designer: Customer. Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 3213 Connection Diagram Disclosure b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • °T• ° • particular application.Output hen:based on building code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C=4-1/2" or ask questions,please call (800)232-0788 before installation. b minimum=3" d= 12" e minimum=3" BC CALC®,BC FRAMERS,AJS-, ALLJOIST®,BC RIM BOARDTM' BCI®, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLULAM-,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Member has no side loads. PLUS®,VERSA-RIM®, Concentrated loads are not considered in side load analysis. VERSA-STRAND®,VERSASTUD®are trademarks of_Boise Wood Products, Connectors are: 16d Common Nails L.L.C. r a F FINE l Town of Barnstable Regulatory Services g y ■ Y MASS. g Thomas F.Geiler,Director 639. & Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 January 21, 2009 Michael Leddy 104 Studley Rd. S. Yarmouth, Ma. 02664 RE: 19 Bay Lane, Centerville Map: 186 Parcel: 067 Dear Mr. Leddy: This letter shall serve as confirmation of our conversation regarding the above referenced property. As explained, the foundation as it is currently located encroaches into the front setback of thirty feet as required by the Zoning Ordinance of the Town of Barnstable. In order to keep the foundation as located you must obtain approval from the Zoning Board of Appeals. As discussed, you may proceed with the construction of the house exclusive of the garage as it is the garage that encroaches. The garage may not be constructed until such time that approval is granted by the Zoning Board of Appeals or it is located in compliance with the required setbacks. Thank you for your cooperation and immediate attention to this matter. If this office can be of any further assistance please do not hesitate to call. I may be reached at (508) 862-4034. Respectfully, y L. Lauzon Local Inspector Qzoning5 • �A:C: ,t:,BLk ZlI APP, 23 f;; 10: 5 tiI uas I --- i ° i 4 ' 1 i r I . � � a I "*, `� ' i ,.,�7..,.. ' i � � •r j _ _, , � ,. � � i i 1 ti 1 i� ��I r�li�}91�� �- -,L:���'��� ��'� m, i VI y+i �, t�. _ " � �: _ t� �+� �- " �J - 'I 7 � �:� '.,i'< ' I 'C �` a., t1 :� l �f ;� .,�. +�J � `"� - ;,,,�, t ,t-- ., s �F at ��� i. a ,.j .. :.1 c � (, r { (� � �tN F t� Y II • I ii f 1 I �t � ' � 40 1.2 004 N N N N NN rlS C,-', IiRCVI i #�i M t i ,� r.� � .r� � _ i iI � 'i � I' � a ' I �� } f� a - ti 41 } t i i r.- � l r- � 4 � i� f�� ,� �. �. .�11 \ ` ,' � � � r, •� I .. �y �� �' � � I. I I rc2ls. ��> ry' 'rL- i I 'w . � � _��` ..r i � ��� u . �_ ' � � - ry A ',; � t • .� o • + }t i 1'r. 'n �-.. „F.{, � �� i� Y. �.. �� yF�. l tp7,. ' v 1' "A- r�, � ' / - f'. -... � i i ,� 0 1 00 T le, :-,Ll;lc DOZ12' Z--N ha hatOOZIOt,j %M+ , > . y IR;\a. : < , - I \ l / 'm~� 004 N N N N' 01AS/03uR0� /0�]^5/100^ 0 1 IL A)S- A-Ac—�o 4012 004 N 11 N N NN A.S403. GRO-"---: 0 S 't A- Y J1I t� kNAll t,; �F �, i 1 7 � �� 4` �4� .y � ytV` �- j �� .� � ,. � R '4 � r �� '. � ��, �..� ` c III��� �� t '' m ��. �,. _ �� '� ... z,� � � « /© . � � � \ >. \ � . \ / ■ a .¥ , ! ' � �� \ � ; \ i � <� : ( � � ` � \ .i ?( � . . - � \ « � «. � � � \�/ . � � , . � * � � . . , , \/ � � � �7 . � \� � � ' �, � � � � t - \ � . j . \ \ © ! ? . � . �. : < \\y . _ / ��\ � � ` � 2§\� «2 - <- w » -�����«w � 0'00 1/S'2%.)Z '00,H9 '20 FSO t,1 N N N N VOO Z T 01;, �� .�: l '� 1 F•�, 1 �� 11 `Ir V 44 " b�Q�OFTNE TOWN OF BARNSTABLE I BAHBSTABLA i MAM ° 0 9 BUILDING INSPECTOR 'Ep tlpY a• z� APPLICATIONFOR' PERMIT TO .....:.... ........................ .. .. ............ ..................................................... TYPE OF CONSTRUCTION ......... _ ,/����-.✓�'� ' - �:....... . ......................................... .........................19V.Y TO THE INSPECTOR 'OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......../.��... ..... r'' Cr .......................................................................... ProposedUse ...... G . ..... .. .........................................................................+...................................................................... Zoning District .....� Fire District S- fix ..................................... .. ........................ Name of Owner 4. ..... .. ................................................................................... T Nameof Builder .... .....Address ............................................................I....................... Nameof Architect ^..................................................................Address .................................................................................... Number of Rooms ,, %ji /�. ..................................................................Foundation . .. G ..... ....... ............................. Exierior ....................................................................................Roofing ..... . . .... . Floors .1.6 �. .............................................Interior ...........U. T/..7...:....................................................... Heatinge...............................................................Plumbing ....... Fireplace " ....................Approximate Cost ....... .. r .......... ................................................. G... .................................�..¢. Difinitive Plan Approved by Planning Board ________________________________19________. B Diagram of Lot and Building with Dimensions �e 0 Y y D l' i P i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. - - Name ,. l .......... .................. West, Elizabeth D. J6 Howard E. _ ��x�^�� - /, / � ' ' I203I No -----.. Permit for --..��.���_____ ^ . _ ~ ' ----.---.--.—.--------.-----.' ' l � Location --- .......................... 1 ] � .—..------�R���y����----__---_.. `' �iz D� & � . W�o� Owner -----.---,.—. ------~--- ^ � . / Typo of.'[onotrucdon ..............f;r.a.me................. � � . � \ � _---...--.------.------------ [ ` . � Plot .......................... Lot -------'--' ' ^ ` ~ ~ Permit Granted ......Octobs�..25---.]9 68 ` � Date of Inspection .^----------..l9 . � Date Completed — »�������..��----.]V� i� | t Al. — � ; ` [ PERMIT REFUSED ~ | ^----_—,---. l� ' | '---------'' 1 � ' / .----..----.----------------. ^ 4^''~^--^'—^`—^---^----'~~'--''--^—' ! � � ,.-.--,_.-----.---.—.--,.—.—,,--.. '—^--^—^—'--~---^'---^^^^~—'—^--^ Approved ................................................ 19 ' [ ^ � —.--------.---.---...---.,^..--. � -----------.-------,..—.--..— ' � ^ | / • ti, /6 s8o LOCATION MAP Sg. Assessors Map 186 8� g6Sp,`Y Parcel 67 Zone : RD- 1 Lot Area; 18 . 757s f Plan Ref: 64\67. 69\37. 496\77 PARCEL BI = 18.757 S.F. �/,/ Ln Ls+ 12 s f, } Q� . : . M POUREQ - s. CONCRETE ' FOUND.ATIO.N W 85:Ch o " Ln ors y #N m mBlda Coverage r Max . Allowed: 20Y' Ex i s tiny ; 1437s f 1l 8757s f x l 00% N - 7. 7y Proposed: 1693s f/18757s fx 100Y 9. 0% ZONING COMPLIANCE F l:o o r Area Ratio Se tbock Min Proposed Max ,: All owed: -'0. 30 Front 30 26. 5 . Ex i s t i ny 248 9s f 118757s f x l 00�' Side /0 ' 36. 4 ' � 13. 3Y Rear l0 ' - 42. 3 ' Proposed: 3/ 19sf/18757sfxIOOY' . 16. 69 _ f RAN ENGINEERING , INC . �P��N PdUOFL �v� 941 MAIN STREET SO . HARWICH . MA 0266I svETs iv i. 432-2878 : CER rIFIED FOUNDA TION PLAN IN CENTER I/IL.L , Mai : Q� l ` certify' thot the bulldIng on- this lot /ts located as shown a bove and is not located wi thin a flood hozard area . / 9 BA Y LANE CEN TER V l L L E . M/ PR OJEC T 0 8 / 4 4 SCALE : l ' J ' DPI TE : l / 1-610 9 x • r s a ; .0tv A L OCA T LON J .tt( � Asses.sors Map I86 i S0 ,r 96 <� : Parcel 67 Zone RD= I Lot Area : 18 . 757 s f f : / Plan Ref: 64\67. 69\37. 496\77 PARCEL , B1 ,a{ 18.757 S.F. r . JV n: n a R v r 4.9 4 .. � OD p ^ POURED 6 t A M CONCRETE s,Y FOUNDATIbN- CO 00 01 Co. y `-- 'Max^ All owed' -20X e Ex / s t J n g . 1437s f/rl 8757s f x.l 0096' ;N7. 5 Pro osed r /693s f/[8757s:fx 1 D0y. 9. Ox ZONI NG C0 PL 1 ANCE a Se'tboc.k Min proposedoor Area Ra It i o `Max A~llowed. 0. 30 Front 30 ' 26 5 Ex , °sa J n -2489s IF I8757 f1 % Y S s l 0 36. 4 f 9 ors s x 00 0 R 3v a ;, eo,r /0-s 42 3 Pr` oposed` 3l l9sf/18757s f=x 100X1 1At �, N G i!� P av PAU' 941 MA I N'. STREET...' SO . HARW.I CH . MA 0266 4 432-2878 , aP g CERTIFIED FOU NDl Tlo N PLAN IN CENTER, VILLE, MA. l ^ce� fJfy that `fh� :.bulld(ng anF fh.J.s Iof 'Js lacafed os shown € ti p • "-obo ve'' and 1 s''hc f /oca;f ed,, -w J.f h'J n o flood` ho zor d R or eo r. 1. 9 �BA Y �'L'ANE b CEN TER V,L ILA L E PROJECT 08' 1'44 SCAL Ex. I .'— 3.0-, DPI ,El . 1 / 16%Q9 N `°` . a J t I swab/•/ •� r - LOCATION MAP PARCEL B �: Assessors Mop 186 22.�60 �.F. - Porce l 67 0.51 Ac.± 36 m+� sLk y� o . �* � a 49 .E 15 tn , POURED CONCRETE 6• FOUNDATION .29.7 50 5' 13.8 O1 w .� QO . . 9 _ - in 0 w 0 0 N o PLAN..REFERENCE; PI, Bk. 69 Pg.. 37 o " DEED REFERENCE `B:k. 14507 - Pg. 37 , N S 7g 05' RN ENG I VEER I NG a Nc p� PAUgSs MA gcy g 941 MAIN STREET, SO HARWICH . MA 02661. s 432-2878 Fd6. 3 'ooAes S\p�Q CERTIFIED. FOUNDA TION PLAN 1N CENTER VILL E Mil `qry�SUR"\\41���� 1 eer= f / Fy fhat the bulId►ng on f'his lof 1s heated as shown ,above and ► s not I oco t ed w i thin a Flood hazard or ecr. l 9 BAY LANE CENTERV iLLE MA PROJECT : 08 - 144 SCALE : I ' _ ,30 ' IDA TE : 1 / 12/09 G 10 PARCEL B N Assessors Map 186 . 22,360 S.F. Parcel 67 0.51 Ac.± 1 . PROPOSED ADDITION z.a N zl.z' -� N �� �OCP N N in N N 4 g 3`_ i .r N � � p�. Is.3' IN oD N �N N M • pj , 46 8 6.8' EXISTING o14.3 ; WOOD FRAME PROPOSED HOUSE ADDITION 0) • O 1 w 0 0 N o PLAN REFERENCE: PI. Bk. 69 Pg. 37 o DEED REFERENCE: Bk. 14507 Pg. 37 2a 50 ^W ; S 7 9 p5 ORAN ENGINEERING INC . y ,Fs� 941 MAIN STREET SO . HARW I CH MA 02661 TEf-lIhJ c�� M 432-2878 CERTIFIED PL 0 T PLAN IN C. ENTERVILLE, MA ����o�►�°Q - I certify that the building on this lot Is located as shown above and Is 'not located wI thin a Flood hazard area . i 19 BAY LANE CEN TER V I L L E MA I PROJECT : 08 — I44 SCALE . I 30 DA TE . l 017108 f / %� UJ `7dt/SL l�l� yam /= G�/ �Burv�i3re�--� l3�c�r