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HomeMy WebLinkAbout0094 SEAGATE LANE 7711 o� Town of Barnstable �Il��IIl g Post.This Card So That it is.Visible From the Street-Approved Plans Must be Retained.on Job and this Card Must Kept Posted Until Final Inspection Has Been Made. Permit Mo+ Where a Certificate of Occupancy.is`Required,.such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-1963 Applicant Name: Steve J Spengler Approvals Date Issued: 07/31/2020 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 01/31/2021 Foundation: Location: 94 SEAGATE LANE, HYANNIS Map/Lot: 249-034�- Zoning District: RB Sheathing: Owner on Record: RAMSAY,OTICE E&Jacqueline Contractor Name:`'-,STEPHEN J SPENGLER Framing: 1 Address: 94 SEAGATE LN Contractor License: CS"071546 2 HYANNIS, MA 02601 r Est:Project Cost: $ 22,000.00 Chimney: Description: Installation of roof mounted photovoltaic sold systems,31 panels Permit Fee: $ 162.20 10.075kW Insulation: �pp Fee Paid. $ 162.20 Project Review Req: i Date: . 7/31/2020 Final: e � � y Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is-commenced-within six months afte i41 jppmcal Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zolning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road a T d shall be maintained open for public inspection for the entire duration of the work until the completion of the same. i Final Gas: The Certificate �' __ �'� 'r of Occupancy will not be issued until all applicable signatures by the Building and Fire.Officials are.provided'on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: ; 1.Foundation or Footing Yr Service: 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue'{ming is installed_. ' 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: ON GMT- S TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map s� Parcel �� TNIN 0, BARN STABLE Application �/ r AZ1 Health Division 16 Date Issued Conservation Division Applicatio F Planning Dept. Permit Fe Date Definitive Plan Approved by Planning Board TJ Historic - OKH _ Preservation/ Hyannis Project Street Address �[� Sc�cA�, P L: r Yillage, r1��I M�►/is �yi� C�����e Owner: `Tee r�sR r C� N Address' (Ye4 Telephone 777 H �,r-r►y?l i Permit Request _�/»%� riTt -, �e r, QueV2!Z-T1a7-1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1bb6,Y -d6 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 'Name. "3 M S?N Telephone Number Z_z_ Address S�vir� '�� }�1�/fnih/,S h-74 License# Home Improvement Contractor# Email e Z. m-n.S ,l"&7m Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE- FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED ' MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 17ze Corr morrivealth o;f?t asst€chusetts Departinerrt ofr4dztstrial Accidezza Ol,,f,f ine o,f lmwfigadOns 600 Washington Street N__ti Boston,-41A 07111 " tt�rvxtrr7n�govfrlia , N%rur.leers' Campensat en Insurance Affidavit B:uiIderslCuntractursl'EIectr cianslPlumbers Applicant Infomation Please Print Legibly None i r e--e k Address: Gity/StatclZip-� r(vlvt 4. IT Phone-I'k- 4j 66 ?_7 J9--0� Are you an employer?Cl eckthe appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑I am a general contractor and I employees(full andlor part-time).*# leave Hired the subcontractors 6 ❑New construction -2.❑ I am a sole progzie:#ar arparEner listed on the attached sheet. 7. ❑Remodeling ship and have no etployees. These sub-contractors have g_ ❑Demolition wod ing forme in any capacity_ employees and have workers" [No�u o6mrs' camp.insurance comp.insuranv l g_ ❑Building addition rewired_] 5. ❑ Nile are a corporaticn and its 10,❑Electrical repairs or additions 3. 1 am a homeoumer doing all work of cers have exercised their 11.❑Plumbingrepairs or additions myself o workers' right of exemption per MGL '�' � comp- 12_❑Roof repaiix insurance required-]1 c.152,§1(4�andwe have no employees-[No workers' 13.0 Other camp-insurance required_) 'tiny appEcs=that checksbox i£1 ums-A alsa fill o.tthe sectimbelow shaving their workers'compensa6anpoHU inforazzdan_ I Homeowners who submit This affid m indicating they are doing sll wank and then hire autside cont ractorsnms#sabmit a new affidavit indicaxia-sar.5_ fC'antradarstbat eheA ibds box most attachad ausdditi ad sheet showing the naneof the sub-ca=ckars and state whether arnotthose eaddeshave employees.Ifthesub-taut®ctorsbave employees,theymvsfpmvide their workers'comp.paficy number. lain an eiitpLL7j er tliat is prutzdit7g itForkers'contperisahbrt insura>ce f br my en7pinjwes BeIoav is tlto policy and jab site infor7t a om Insurance Company Name: Policy'.,L or Self-ins..Lic.: Expiration Date: Job Site Address. Citylstatellap: Attach a copy of the workers'compensation policy declaration page(shoring the policy number and respiration date), ` Failure to secure:coverage as required.under Section 25A of MGL c 1512 can lead to the imposition of criminal penalties of a f fine up to$1, t}0:00 ardrar one-year imprisaeut,as Well as civil Penalties.isi the form of a STOP�TiT[}I flRDERand s fsrre of up to$250-©!0 a day against the-violator. Be adidsed that a copy of this statement may.be forwarded to the Office of 1mvestigations,of the DFA for insurance coverage yerification- I afro Hereby cetli r : ,tzr-t a prd77s a7id periabYes of`perjury tlrattlia ir7fonriatio7iproi-Lditta.bma is biz a7:rl carrect Sitsaature: lute: Thong ik � Official use only. Do not write in this-area,to be winpleted by city artonrti otj4'ciat City or T'omm: PermitUcense# Issuing Authority*(curie one): 11 1.Board of Health 3.Building Department 3.Cityfrowu Clerk 4.Electrical Inspector S.Plumbing Inspector � 6.Other Can-tact Person: Phone#: -- 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. PmmTan to this staiutc,an empooyee is defined as."-.every person m the service of another under any contract of him, express or implied,oral or wriften." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged m.a Joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other Iegal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or tine occupant of the - dwell house of another who employs persons to do mamteaance,construction or repair work on such dwelling house or on the grounds or building appmtena thereto shall not because of such employment be deemed to be an empployerf MGL chapter 152,§25C(S)also sties 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'e n the insurance.coverage required." Additionally,MCrL chapter 152,§25C(7)states"Neither the commanwealth nor any ofits political subdivisions shall enter into any contract for the p'erfo>mance ofpublic work until acceptable evidence of compliance with the in suranc& requiremeuts of this chapter have been presented to the contracting avibority." ApPH� , Please fill out the worker'compensation affidavit completely,by checking the boxes that apply to your situation and,if cto s nam s address es and hone numbe s along with thew certificates)of necessary,supply sob-contra r() .e{), ( ) P r() ner-¢arce. Limited Liability Companies(LLC)or Lmmited Liability Partnerships(LLP)with no employees other than tho members or partners,are not required to carry workers' compensation insurance- If an LLC'or LLP does have employees, a policy is raq iced. Be advised that this aftidayn maybe submitted to the Department of Industrial Accidents for confirmation of file rrance coverage. Also be sure to sign and date the affidavit The affidavit should be ret=nned to the city or town that the application for the permit or license is being requested,not the Department of ' Ldustrial Accidents. Should you Have any questions regarding the law or ifyou are regmred to obtain a workers' compensation policy,please call the Department at the number listed below Self-ied companies should enter their self-in saran ce license number an the appropriate lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the,bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant_ ad - 'o Please be sure to fill in the pe�cense number which will be used as a reference number. In drti n,an applicant that must submit multiple peunitJIicense applitations in any given year,need only submit one affidavit indicating current p olicy information(if necessary)and under"Job Site Address"the applicant should write"aII IocatiLns>n (city or town)-"A copy of the-affidavit that has been officially stamped or mmkDd by the city or town may be provided to the - applicant as proof that a valid affidavit is on file for firime permits or licenses. A new affidavit must be f fled out each. year.Where a home owner or citizen is obtaining a license or permitnot=elated to any business or commercial venture (Le. a dog license or permit to bum Ieaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would Ike to thank you m advance for your cooperation and should you have any questions, please do not hesitate to give us a call- The,Department's address,telephone and fax number. T hD Cammaawealth-of Mass.ahusettR ' DEeparment of Indus dal Aocident% Office Qf kvesdntio-w� 600-Vasbingtan S't=t Botan.,MA Oil II TeL A 617 727-4-900 QXt 406 or 1-977-MASS Fax 9 617` 27-7749 Revised 4-24-07., w w ma cs g 1dia- AWC Guide to Wood Construction in High Wind Areas:]10 niph Wind Zone Massachusetts Checklist for Compliance(780 C,AIR 5301.2.1.1)' 0 Cbeck 1.1 SCOPE Compliance WindSpeed(3-sec.gust)................................................................... .................................................110 mph _ WindExposure Category...............................................................................................................................B 1.2 APPLICABILITY Number of Stories .......:......................................................(Fig 2)............................ stories 5 2 stories _ RoofPitch ..........................................................................(Fig 2) ........................................... 512:12 MeanRoof Height ..............................................................(Fig 2)................................................._ft 5 33' — BuildingWidth,W...............................................................(Fig 3)................................................_ft 5 80, Building Length,L ................... (Fig 3)......................... _ft s 80, — ........................................... ........................ _ BuildingAspect Ratio(L/W) ...............................................(Fig 4)...............................:................. 5 3:1 _ Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ 5 6'8- 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................... ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4)............................................... in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... in.5 6"—12" Bolt Embedment—concrete.........................................(Fig 5)................................................. in.>_7„ Bolt Embedment—masonry...........................::...........(Fig 5).:................... ........ .:............. in.z 15" — PlateWasher...............................................................(Fig 5)...............................................Z 3"x 3"x+/." _ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................ ft s 12'or L/2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................I...................... Maximum Floor Joist Setbacks — Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... It s d Maximum Cantilevered Floor Joists — Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... . _ Floor Bracing at Endwalls...................................................(Fig 9)...................................................... ......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... _ Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55).......................—in. _ Floor Sheathing Fastening..................................................(Table 2).._d nails at_in edge/_in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft s 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' _— Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._in.5 24"o.c. WallStory Offsets ........................................................(Figs 7 8&8)............................................ ft 5 d _ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........ ...............................................(Table 5).................:.............2x_-_ft_in. Non-Loadbearing walls.................................................(Table 5)............_.....:.. — Gable End Wall Bracing' ` Full Height Endwall Studs............................................(Fig 10).................................................................. _ WSP Attic Floor Length.,..............................................(Fig 11)............................................. ft>W/3 _ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ ft Z 0.9W _ 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)......................................... ............... Double Top Plate — Splice Length ........................................................(Fig 13 and Table 6)..............,......................`ft Splice Connection(no.of 16d common nails)..............(Table 6)........................ ................................. — i WC Guide to Wood Construction:in High Wind Areas: HO mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wail Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections —' Lateral(no.of endnaled 16d common nails)...............(Table 8)..................... _ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................._ft—in.s 11' _ SillPlate Spans ........................................................(Table 9)..................................—ft_in.511' Full Height Studs (no.of studs)...................................(Table 9)............................................. ..... _— Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(fable 9).................................._ft_In.s 12' SillPlate Spans...........................................................(Table 9)..................................—ft_in.5 12" — Full Height Studs(no.of studs)....................................(Table 9).................................Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" — Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... s 618" SheathingType..............................................(note 4)...................................................... _ Edge Nail Spacing.........................................(fable 10 or note 4 if less)........................ in. _ Field Nail Spacing..........................................(Table 10)................................................. in. _ Shear Connection(no.of 16d common nails)(Table 10)........................................ _ Percent Full-Height Sheathing.......................(Table 10)............ .......................,................—% _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2......................................................................... <6'8" _ SheathingType..............................................(note 4).................................................. _ Edge Nail Spacing.........................................(Table 11 or note 4 If less)........................_in. _ Field Nail Spacing..........................................(Table 11).................................................—In. _ Shear Connection(no.of 16d common nails)(Table 11)........................................................ _ Percent Full-Height Sheathing.......................(Table 11).............................................."''_' _- 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).............. /o Wall Cladding ""' — Ratedfor Wind Speed?.....................:........................................ ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang ...................................................(Figure 19).............. ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors Uplift................................................(Table 12)............................................U= plf _ Lateral.............................................(Table 12)....................I........................L=—plf _ Shear...............................................(fable 12)............................................S=—plf Ridge Strap Connections,If collar ties not used per page 21.....(Table 13)............... = plf Gable Rake Outlooker.........................................(Figure 20).............._ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls — Proprietary Connectors Uplift................................................(Table 14)....................................... ...U=—lb. _ Lateral(no.of 16d common nails)...(Table 14)...............................*"" ..L=—lb. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. _ Roof Sheathing Thickness...............................................................: ......................I...-in.a 7/16"WSP Roof Sheathing Fastening...........................................(Table 2).......................................................... Notes: — — 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist Is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing u' g g requirements q shown in Tables 10 and 11. 3 The bottom sill plate in exterior walls shall be a minimum 2 in,nominal _thickness.pressure treated#2 grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR53otZ.1.1)i 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment E AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CViR 5301.2.1.1)' WHEN TH13 EDGE REM ON FRAMING OW 8d MA L AT 6'ox- 11 11 !I n 11 Y u 44 it 11 11 1 11 11 11 I 1� 11 11 11 11 / H 1-I i '. 11 I l _� i • le W u I d N 11 IR � 11 If IY If 11 g 1 II Q 11 11 � 1 (l 12 11 IL 11 11 1s 1 N r 11 fl JI 1 11 1 11 1YI eti MAN—SPACING i PAfHEt_ v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment Town of Barnstable o� ` Regulatory Services E E Al R'RTCI•�RT! � ase.CM �, Richard V.SmlI Director a Building Division Tom Perry,Buadb3.;Conm3iss*oner 200 Mam Street;Hpaffiis,MA 02601 ww-.tDwn:barnstable ma_us Office: 508-862-4.038 Fa= 508-790-6230 Property Owner Must Complete and Sign This Section- If-Us ing A Budder as Owner of the subject property �yao to act on b in all matters relative to work authorized byrlm building pu=application for. t (Address of Job) ''`Poolfences and alarms are the respons'b'a -of the applicant POOls are not to be filled or utiized before fence is installed and all final " iMspe=ns.are Performed and accepted. Sip= of Owner Signatme of Applicant Print Name Punt Name Date . �Foxn�s:owi��smr�oors . 19 o ►d '[] h h V1 r. ro H .� r� o �' h1 0 ► 1 G p H W h ►d H td �, 0494 cp ELI Pat pr by n w q P] al tr p al 0 0 Er 9 k7 H v p Fj + c➢ � � \ EP . - 0 � � w CP Vd rp rk rf6 9 H Ho EtPOI P l!1 p o p' bd 1-� YI r"1•. ►Y ��((��11��1111 R ►� � ' � �. �pCy� o. � �Q mj �.� H• � IPP� II�� � � . f 1 G r i r'c � I 0 zy' �-- ► --�_ -6 p m F-► z I q�� T (:3j ;? D C=m ill rCD � Q7 -i . Town of Barnstable SHE Regulatory Services � Tp� P� o Thomas F.Geiler,Director Building Division t sntrrvsz,�ste. v MASS. Tom Perry,Building Commissioner 039- ♦0 i°lEp mil► 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: �25-- Permit#: HOME OCCUPATION REGISTRATION Elate: �' ,(�h a4l/ 4J C C(wr- r?"1 ti; &tC.VC� Name: Phone#: D D Address: Village: Name.of Business: C-z9h')SR r n C7 y Type of Business: Co-n S;-"g6l, "� ;Cr.'-' Map/Lot: INTENT: It is the intent of this section to allow the.residents of the Toii'ti of Barnstable to operate a home occupation viithin single family dwellings,subject to.the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discenlible from outside the dwelling: there shall be no increase in noise or odor,no visual alteration to the premises wlucli would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase ni air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the folloiiuig conditions: • The activity is carried on by the permanent resident of a single.family residential dwelling unit,located iN ithin that dwelling unit. • Such use occupies no more than 400 square feet of space. • Tliere are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • 'Ilnere is no storage or use of toxic or hazardous materials,or flammable or explosive materials,ii excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not Arithii the required front yard. • There is no exterior storage or display of materials or equipment. • 'There are no commercial vehicles related to the Customary Home Occupation,other than one vani or one pickup truck not to exceed one ton capacity,and one trailer not to exceed 20 feet hi length and not to exceed 4 tires,parked on the same lot containing elie-C-usroi liy.IDonne Occupation. • No signs shall be displayed indicating the Customary Home Occupations. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. �; 7 • No person shall be employed in the Customary Home Occupation W16 is'"not a permanent resident of the i dwelling unit. I, the usidersigne have read and agree viitl>the above restnctious for my l'�orrse occupation I an registering. Applicant Date: d� Homeoc.- Rey.01/3/08 YOU WISH TO OPEN A BUSINESS? ' For Your Information: Business Certificates cost $30:00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME.ir, town (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Towil Clerk's Office, Vt FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and 200 Main Street Offices at the Licensing counter. DATE: Fill in please: APPLICANT'S YOUR NAME: 1 tG - BUSINESS YOUR HOME ADDRESS: — l!h i mI nay, azg461 TELEPHONE .# Home Telephone Number: 0 V li�S G NAME OF NEW BUSINESS A/v1 n i S d TYPE OF BUSINESS_(' , =v� IS THIS A HOME OCCUPATION? �iftf NO Have you been given approval from ion? YES NO �. ADDRESS OF BUSINESS _ An _ 1� m _ MAP/PARCEL NUMBER O When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1 . BUILDING C IONER'S OFFICE This individual ee�i a of anypermit requirements that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION Au orized Si ate** RULES AND REGULATIONS. FAILURE TO CQf�/IMENTS: / COMPLY MAY RESULT IN FINES. 2. BOARD OF HEQTH This individual hIsVeefl VftrTe of h ermit reqi4rlments that pertain to this type of business. A ized Signature** COMMENTS: N 0 Fore HAZARDOM MA?FRIAI:� 3. CONSUMER AFFAIRS (LICENSING AUTHORITYIn This individual been med of to li nsi requirements that pertain to this type of business. Authorized Signature** COMMENTS: The Town of Barnstable awarrsrA= • mma �m� Department of Health Safety and Environmental Services 1659. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph C-rossen Fax: 508-790-6230 Building Commissioner SHED REGISTRATION Location of shed(address) LA eko Property owner's name Telephone number Size of Shed Map/Parcel# - � 3- Signature Date Hyannis Main Street Waterfront Historic District? U d Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) 3 ido, THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN G„� Q-forms-shedreg i LOT 17 1 � P LOT 16 I � I I I ti I Q I r_ I l J"11 I I I I I I I I CB N89 50'00"W LOT 15 85. 00' - FND RES. ZONE.- "R-B" This MORTGAGE INSPECTION Plan is For FLOOD ZONE.- "C" Bank Use Only THE DISTANCES AND MEASUREMENTS ON THIS PLAN SHOULD BE VERIFIED BY AN INSTRUMENT SURVEY. TOWN: A 1S__--------- REGISTRY OWNER: STEPHEN J & AATHLEEN A._GIBBONS__ DEED REF: _&69_&_,2__--_--- BUYER: _PJ1T1-AL I_FB14��CELI�Y________________ DATE: _8_30-99 ---------- PLAN REF: 194-153 ----SCALE:1"= 20' FT. ---------- ----- I HEREBY CERTIFY TO NORTH AMERICAN MORTGAGE CO. YANKEE SURVEY _-_THAT THE BUILDING �H Of SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS PA!)b CONSULTANTS SHOWN AND THAT ITS POSITION DOES ---- CONFORM 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE IL 1� ,� INDUSTRY ROAD TOWN OF BARNSTABLE_________ _AND THAT ft IT DOES_ NOT_ LIE WITHIN THE SPECIAL FLOOD HAZARD ARSTONS MILLS, MA. 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED 8=19_85 _ sISTE4 TEL: 428-0055 C unit -Panel 50001-0005-C FAX: 420-5553 LTHIS PLAN NOT MADE FROM AN [N SURVEY 27595 SDS PAUL A. MER THE . PLS NOT TO BE USED FOR FENCES. BUILDING PERMITS. ETC. I