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HomeMy WebLinkAbout0198 COMPASS CIRCLE f Town of BarnstableBuilding 'Post:ThiPerms Card SosTh�at�t,�sUis�ble':'Fromthe Street ApprovedPlans Must be Retained on Job andthis Card Must be Kept , ■ARNWAW.E, %z�s �y".,; '" `?` z �' is''.,fir, rr� 'S& z': s 's :Za i� ':.y aF E 5 it M Posted Untif Final Inspection Has Been Made fr, x y , s ea ° Wher:.e a Cert�ficatef Occu anc ,is Ref7uired,such Bulldin shall Notjbe Occu feduntil a Final Ins"" ectlon has been made �• .,:..,✓x.: w,aa ,.,<; ,;>..a,?". Permit No. B-18-237 Applicant Name: Elwell Perry Approvals Date Issued: 03/08/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 09/08/2018 Foundation: Location: 198 COMPASS CIRCLE, HYANNIS Map/Lot: 310-408 Zoning District: RB Sheathing: ram : Owner on Record: CABRAL,JAIME L.&FATIMA M g Contractor Name . Elwell H Perry,Jr. Framing: 1 Address: 198 COMPASS CIRCLEIN Co tractor L cense ,-CS-104088 2 ' _ HYANNIS, MA 02601 r Est:Project Cost: $3,027.00 Chimney: Z,r . Description: 3 hrs.Air Sealing. install R-19 encapsulated fijberglass insulation to Permit Fee: $85:00 1053'basement ceiling. install R-19 fiberglass to`.13K at perimeter Insulation: of house sill Fee Paid $85.00 N c Date z 3/8/2018 Final: Project Review.Req: H . � � a5 .� Ze�r�, Plumbing/Gas l� # Rough Plumbing: m Building Official Final Plumbing: This permit shall be deemed abandoned and invalid.unless the work authoh26d by this permit is commenced within six months�aftei issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl ation and the approved construction documerits,forwhichthis permit has been granted. Final Gas: All construction,alterations and changes of use ofany building and structures shall be in compliance with the local zoning,by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road�and shall be maintained open fore public inspection forthe entire duration of the work until the completion of the same. ', Electrical ` r The Certificate of Occupancy will not be issued until all applicable signatures by the Bwldingnd a Fire Offic sre provided.on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: T r �W Rough: 1.Foundation or Footing , `„ 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: "Persons contracting with.unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION nn Map U Parcel LI Application #_B-] �-515 LlILDING DEPT Health Division Date Issued Conservation Division MAR 2 3 2016 Application fee Planning Dept. TOWN OF BARNSTABLE Permit Fee �S Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 9 M/m PA SS i®oR GVillage, * -} i k1 VAAIX//'S Owner �+'��i sue, c= �� ��A to�4�jL Address Telephone �� 6 �717 7 U Permit Request `s FAe 0 i"LA K GZW4 (; Square,feet:41 stAb6_�existmg a- proposed 03 2nd'floor: existing F ' :` proposed Tota new' Zoning District Flood Plain Groundwater Overlay EFrojeet Valuatio onstruction Type G '� 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 X 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) r ryame = Rtdy& rq 3R c: . NTeIephoh'eNumber ,w S='­8 - 77,2 Address CfD 4u f S cl e License# S;4/,2 (o g f, A I d ?�O (' Home Improvement Contractor# Email��C_A 89AZ Z)c-nMT_�i� AQ&1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO1 CZSIGNATURE . .q�,�q TE> •�7�- ' ^� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION y FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING CEP4 l� DATE CLOSED OUT ASSOCIATION PLAN NO. s. -.4 - Yhe Commorriveah%of.V assrrolrrrsetfs Deparhyrent ofrm*,rs-ftia1Accide-7dg - _ Of-fire of Irx�.w gations 600 Warlr rriglortS- freet B3 stvrx,3M 027I.11 y nwi- nia mgorldia Workers' Campensat an Insurance davit$mlder—dCuntraacfctrss/EEIertri;cians/Flumbers Applicant Infal.-matian Please Print LeEU1 1�Tame(BasiueM-'Drganiatianflnr , `'6PS4t2 g V A &1Y A Tolle.tiLQ A,a you an employer?Check the appropriate bow: T f project r _ p I_ElI am a employei:with 4 �I am a general contractor and I Type o - employees(full audlor part time* Dave hired-the sub-caafiractors 6_ ❑New construction -.❑ I am a sole proprietor orpartner- listed on the attached sheet 7. ❑Remodeling s and have no employees. These sub-confrac#ors have �P8_ ❑Demolifiiort woddrig forme in any capacity employees andhave wodcers' ` 9. Building addition. [N workers,comp_in.mike m Comp. strance.# ❑ required-] - 5. e are a corporation and its repairs or additions 3 F amm a homeoumer doing all work oiRcen have exercised their 11_❑Flumbingrepairs or additions myself[No workers camp- right of exempffon per MGL 0hoof repairs insurance required,]i ._ - C.I52,§1{4�endure have no 12. . employees_[No workers' 13_❑other _ - . comp_insurance required_] *Asyapp 91 tchecksbiDX91=Mstalsafillaotthesectconbelowsbaningdmkvorkeis'ccmpeasaiiaapolicyiafaemsumi l ameowners who submit obis afbdarii in&cating thv_y are dig aU l..*and then bite Outside eantcactors nmst znbmit a new sfE V;t indieatiag szuh.- ZCbntractorsthst ri-Ar Th¢z boar must attached atr.addiGanal Sheet zhaui:ngtben2me of the sulrcemtcsctars and ztafe whether arnotthose eatitiesbaTe ewlayees.Tfthesult-cont®ctoeshaveemplcpers,theymmstpmvidethjr warken'romp.policynumber. I err[art srrtpJ�}Yrr tlirrt ispra><Riir'rig tvarkers'cvrirperrsrrfiari iris�iranca�vr frr}*cncploy�ees �SeIary is Elie policy rc�d jala�e iriformatian Insurance CoinpasyNanie • Policy,Ati or Self-ins_.Lic. f ExpiratiauI?ate: ' Job Site A,ddresr CitylState/Zip: . Aftach a copy of the workers'eompensatianpolicy declaration page(showing fhe policy number and respiration date). - FailFue to secure coverage as requued.undw Section 25A of MGL m 15'7 can lead to the imposition of rriminal penalties of a fine up to$1,Saa OQ and'ar one yearimpriso—imt,as well as civil penalties in the farm of a STOP WORK ORDERand a ftae _ of up to$250-00 a day against the vzolatar_ Be adtdsed that a copy ofthis statement maybe forwarded m the Office of Investigations ofthe DIA for insurance coverage vecEEm ion_ I ri0 FiEY Rliy GRrti r r t Paul arirlprriaftiss u,fgerj ilia informm€io7}prat*iRd al5mw is liar--mid Mrrect. , Phone A- 7 y 0 ffldd use only: Dv.kint write in this area,ter be completed by city artown offrciat City or'Tomm: Permiff icense BsuingAatharity(cede One): L Board of Health 2.Building Department 3.CityJrown.Clerk 4.Electrical Inspector S.Piumbmg Inspector >, 6.Other Contact Person: Phone#: -- -U 6 Information and Instructions Massachusetts General Laws chapinr 152 req�s all employers to provide worker'compensation fb their employees. p �this statute,an employ,=is defined as.,-.every person in the service of another under any coltract of hire, express or impliod,oral or writhe.." An employes is defined as"an individual,paxinership,associatiim,corporation or other Iegal entity,or any two or more of tie foregoing engaged is a Joint enterprise,and including the legal representatives of a deceased employer,or the receiver of 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 the occmrpant of thD - dweHing house of aaot herwho employs persons to do mamfEnance,const ucti-on or repair work on such dwelling house or on.the gro=& or bmlTmg appu�theretn shallnotbecanse of such employment be deemedto be an employer. MGL chapter 152,§25g6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a Iiceme or permit to operate a business or to constrict btaldings in the commonwealth for any applicant who has not produced acceptable evidence of compliance With the insurance coverage required_" AddiiionaIly,MM chapter 152,§25C(7)states`W6fther.the commonwcalth.nor nay of its Political subdivisions shall enter a-to any contract for the p erformance ofpnblio words untl acceptable evidence.of compliance with the insurance requJx-emerr s of Ib is chapter have been presented to the contracting anihOlz Ly" Appfica�rfs Please fill oUt the workers'compensation affidavit completely,by checking the boxes that apply to your sitnaiion and,if necessary,supply soh-contractor(s)name(s), addresses)andphonenumber(s) alongwiththeir certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)withno employees other than the members or pmfners,are not regim ed to cant'workers'comp ensafron insarmce. If an LLC or L LP does have employees,a policy is reganed. Be advisedthat this affidayit maybe submitted to the Department of Industrial Accidents for confirmation of fiance coverage. Also be sire to sign and datethe affidavit The affidavit should be retrsned to the city or town that the applicafion for the permit or license is being requested,not the Department of Indnstrial'A_cciden:ts. Should you have any question regarding the law of ifyou are regal d to obtain a workers' connpensationpoliey,please call theDepEtnmtatthenamberlisiEdbelow Self-inmn-edcompanies should en'Ltrtiheir s e1f-m cRran ce license number on the appropriate line. City or Town O Mcials c Please be=u 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 Goofier you regarding n. applicant. Please be sure to fIl inthe pennitllicense number which will.be used as areference number. In addition,an applicant that must submit muYTIe permitllicense applications in any given year,need only submit one affidavit mdicatng policy iof rmnation(if necessary)and under"lob Site Address"the applicant should write"all locations in (cam'or town).'A copy of the.afl=tdavitthathas been officially stamped or markedbythe city or town may be provided to the . applicant as proof that a valid affidavit is on file far futm-e permits or licenses_ A new affidavit must be filled out each year,Vlhere a home owner or citizen is obtaining a Iicense or pmmitnot related to any business or commercial v&of= a dog license or permit to bum leaves eta.)said.person is NOT required to complete this affidavit The Offim:e of Invesdgsfi s would like to thank you in advance for your cooperation aad should you.have any quesfions, please do not hesitate to give us a cal The Department's address,telephone and fax nmober: TI�e Ct mMM nWeaYtir of MasmchUsttts ' Degarbnm±of Indusldal Accident wee of�.ves{ig�tio--� 604-Washi4m S.tleet Boston,MA 0 111 Tt�-1.4 617 727-4-900 mt 4-06 car 1-977-MASS � Fax 617` 27 7749 Kevised424-07 w w m gQg1dia i2 7 ao 2!`� ,Q e •Z3 � o E7rIS'T- O { i i.27Go 1:ZZ 4 _ ICJC/ /DIq7"/eN L. 0Ci9740 Al w a r AIS D RY c,-2:)A,e ,9 CRC S RAXW,47Y 77US7' 7 h OF - NORMAN (ylSu'SMA" #v 12775 �4ry� SU Town of Barnstable Regulatory Services - �t r � Richard V.Scafi,Direcfar , t 3s3� a F Tom Perry,Buffffng Commimffin er _$ _ tia 200 Mai.Strom Hymmis,MA 02601 elm Wm ty_ta vy aembre ma ms - Office: 569-562-4038 . Fay 508-790-6230 �]' / /���2 Pir=soPrint �` JOBMC4nMx---�! / /f�.biff"/�A ol---_��/� �/7�"➢!4/1� �5 . „air.----• • - .- _�.#'.r___,_-...-._ '�,�Phonc#r... CURRENT iZ,4rr(3:ADDRBSS: cQy bwa - . ¢�z _ cads The current exempfionfor-homeowners"was exEendr_cito include ofsnc�m s or less andfn a1IoW homeog,,ners to engage an individual for birewho does notpossess a license,provided thatthc owner ads as souervisor_ DEMMON obiEI MFOWNEM P=on(s)who owns a-parcel of land on which helshe resides or intends to reside,on which there is,or is intended to be,a one or two- fmlay dwcrLjjng;attachtd or detached stactures accessory to such use MUM farm strUctures A peson who constricts more than one home in a two-ycar period shall notbe concTrtm-�d,ahomcownrr Such"homwwnez".shall snbmitto the Bm7ding Official do a form acceptable to the Bmj m c OfFrial,t'izathdshe shall be r esponsIle for all such work perfiffic under$m bmMma R=it (-'czd}n 109.L1) The rmdrasigned`fiomeowner m a��,,,,=rasponsmiIiiy fur complianm wrtb.ths S-tafe Big Code and other applicable codes, • bylaws,roles and.regulations- - , The undcrsi `hon=wner"certifies thathelshe ynr�rrstm&the Town ofBams�Eable BinZdiDg DeparLmcotm�uminspediun Pro d nfs andihathrlshawM Comply Whh Sam Pro anlr emus- Approve!ofBm7�mgO�sciat > • Note: Three f&Zy dwenb3p containing 35,000 cubic fret or larger wMbe regn¢edtn comPlyVFhhthe StateBm7d'mg Coda S,-tio,a f27.0 Constractiom CaniraL ' son�owr�g�s�mx The Code stems that xAny homeowner performing work6r which a big permit is regoaed shall be exempt from the provisions of this se f (Section -og-U-T icm sing of consfrucfioa Supervisor*Pravide�i that if'f e.homeowner engages a pers:040 for Tore to do such work,that such Hameowner Shan act as sap ervison" Many homeowners who use this exemption are uaaware that ffiey are aecamn g fhe rrspons�bifities of a supe�v"sor (set Appendix Q,Rubs&Regalafioas forIlmnsmg Comtr¢c&n SiTerdsors,Section 2.15) This lack of awareness often results in serious problems,parficuhrly when the b.omeowaer hires narlcensed persons. In this rase,our Board cannot pro=c d.agahLst the=ficensed persoa as if would with a licensed Supervisor_ The homeowner=tmg as Supervisor is ultimately responsible. To ens axe dmf fiie homeowner is My aware of hislher responsibilities,many conrna�fies reQ�4 as part of ffie permit:appliratron,that thL homeowner eeLtfy that hdlsh-understands the re,SPonSIbIrLties of a Supervisor. Oa the last page of tb i�issue is a form mrrmutly used bg=imral towns. You may care t amend and adopt such a fo rmT�� mina for use in ,. yo=cammuO±y- B,cvised 0613 13 peamt�s�BF55.do� . • <:, - � Ty Town of Barnstable Regulatory Services - ' E TS1 S77VCT�RTT f s_ Richard V.Scaii Director BUHding DIYISIOIL tam rerry,Bmldiag Comalsdoner 200 Main Street Hyanma,MA 02601 www towtiarnsfiable maIIs Office: 509-862-4038 Fs= 508-790-6230 Property Owner Must ' complete and Sign TUS Section- If Using ABuilder as Owner of the subject property- • i hereby autho T 17P \� - to act on my bebal� in all matters relative to work azrthoazed bythis building permit application for. . (Addmss of Job) - ,'-"-I'oolfences and alarms are the responsibtlyof the applicant,Pools are not to be filled or z�Jed before fence;is installed and all final ' inspections_are pesfo»ed and accepted. Signature of Owner Sknatzm of Applicant Print Name Punt Name Date . Q:Fa�ts:owr��smi�oors �' FT�Y�'Nl S Ord AWC Gidde to Wood Coitstrtrcfion M High W-41d, Areas: 10 imph WhidZoite Massachusetts Checklist for Compliance (�780 CMR 5301.2.11.1)' Q heck Compliance 1.1 SCOPE WindSpeed(3-sec.gust)..............:................................................... .................................................110 mph WindExposure Category................................................................... ...............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ ` stories :5 2 stories Roof Pitch (Fig 2) .............;......................... JAL.512:12 (Fig 2 ft :5 33' Mean Roof Height .................. .......................:....................(Fi 9 ).................................. ......... BuildingWidth,W...............................................................( •g 3)............................................... ft <-80' BuildingLength, L ..............................................................(Fig 3)............................................. ft <_80' Building Aspect Ratio(L/VV) ...............................................(Fig 4)................................................�,3 ;I <_3:1 < Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................_2- ,-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'3 5/8' Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an Iternative in concrete only Bolt Spacing-general ..........................................(fable 4)......... ..:Q.� .....;..........._. _a in. i Bolt Spacing from end/joint of plate ............................(Fig 5)....................................ice in.<-6"-12" Bolt Embedment-concrete.........................................(Fig 5).......'........:..,.......:.......,..............2 in. _7" Bolt Embedment-masonry.........................................(Fig 5)............................................ - in.>_15" PlateWasher...........:...................................................(Fig 5)................................................>-3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55) Maximum Floor Opening Dimension..............:.................. .(Fig 6).::...........:.............— ft<_12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)........... ............................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)................................................:...=ft <-d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..............................:. < FloorBracing at Endwalls.............. ...........................F........(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................:.........I.............................(Fig 10 and Table 5).....................::.... ft s 10, Non-Loadbearing walls........................................... ....(Fig 10 and Table 5)......................�. ft <_20' Wall Stud Spacing ..................... ....................I.............(Fig 10 and Table 5).................. in.s 24"o.c. WallStory Offsets ........................................................(Figs 7&8)................:............................ ft <_d 4.2 EXTERIOR WALLS' Wood Studs .:. Loadbearing walls................:.......................................(Table 5).,....�� ... x - ft in. Non-Loadbearing walls..................................... ..........(Table ft in. Gable End Wall Bracing G `�k Full Height Endwall Studs.............................................(Fig 10) ........... WSP Attic Floor Length................................................(Fig 11) .._............. ......... ft>_W/3 _ Gypsum Ceiling Length(if WSP not used)...................(Fig.11)..fr? -..............................2612A ft>_0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)... .,..................... ............................... ^- cl. �. u;C i vv' .CtZ _ . I 4oy� ^pFce _eng<<. ...................................... . ri� 3 ^d- �b� 6;. . Q.,.�. S l , >' m M1C'NEIf 'i'.Ce Connec on Inc. 0' 16d corn. or, a`S ..............(Table Ej.....................................................:.... S UQ`l,O CA ,IW WIA 140 / A �FQIS��P``� 3 u JG ° �FFSSWNP�� i AWC Guide to Wood Construction tag High Wind Areas: 110 mph Wind Zone Massachusetts usetts Checklist for C® pliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections - r Lateral(no.of endnailed 16d common nails)..............(Table 7).......................� Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)................................ ..........I.......... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ....................................:...................(Table 9)..................................&3' ft in.5 11' s Sill Plate Spans (Table 9).................................. ft_in.<- 11, .......... . ... .. . .................................... 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.............................................................(Table 9)............,............:.....:.. ft_in._ 12' Sill IPlate Spans...........................................................(Table 9)... ...... ......1p.............. ft f in.5 12"--� Full Height Studs(no.of studs)....................................(Table 9) At .....1� x ...... �'L Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously- Minimum Building Dimension,W Nominal Height of Tallest Opening �-�`6'8" ............ ...... ........ SheathingType..............................................(note 4)...................................................... Edge Nail Spacing Table 10 or note 4 if less)........................ 2V in. Field Nail Spacing..........................................(Table 10).................................................1y in Shear Connection(no.of 16d common nails)(Table 10)........................................... .. FT Percent Full-Height Sheathin Table 10 ......................:................. %yC 2'S " g g.............. ( ) �... ....... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).0.6%.. . . . _ Maximum Building Dimension, L y Nominal Height of Tallest 0 enin z ) �+�� 5 6'8" g P 9 .................. ................................... Edge Nail Spacing................... ...............:.....(Table 11 or note 4 if less)....................,.....�� Sheathing Type ( ... . .. .. .... Field Nail Spacing Table 11 in. Shear Connection(no.of 16d common nails)(Table 11 11)........:........................:...................... 4 Percent Full-Height Sheathing .... able 11 5%Additional Sheathing for Wall with Opening>6'8 (Design Concepts)..................... 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)...........1i Zft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls SPAT4 3d 1�I c to a Proprietary Connectors sl M Uplift................................................(Table 12)...........:................................U- l$ �} •s. Lateral.............................................(Table 12).............................................L= Shear...............................................(Table 12)........:......... ... S= Ridge Strap Connections, if collar ties not used per page 21..... (Table 13).......... Gable Rake Outlooker......................................... (Figure 20)..........d. ft 5 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 a�,51).................. Roof Sheathing Thickness.................................:......... .. . ...... .. zn.>-7/ 6"WSP Roof Sheathin Fastenin ....................(Table 2).... '.C?...(�.... � ... . .��1 g g....................... 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: (J�C 4*,)js5 ( A 3 T G z 10 Ic . a. Steel Straps per Figure 5 y1►A"I®� b. 20 Gage Straps per Figure.11 �C.Ita►tCZ-a7►I c. Uplift Straps per Figure 14 .'�: 1l�dL[�'/ LOi 1)S w� ►�""S ( �C'' : d. All Straps per Figure 17 e. Corner 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 requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness. pressure treated#2-grade. MA5s4 4t4YZ-(/, C x VOA p P. A REGIS��� 9G�S$IONP�" Job Truss I ruse I ype Qty ply 221 Job Scheme Used 16031020E A01 ATTIC - 12 1 Job Reference(optional) Universal Forest Products - Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 M7ek Industries,Inc.Wed Mar 09 09:01:52 2016 Page 1 I D.q PH I RfTN5yn4JbnyXKdOiGzcj Po-gwlGZwoZPRkgevOD28KId DSRx2vVO5DNRCDVRzcj4i ¢108 5-2-6 8104 131-14 1 16-0-0 I 18102 + 231-12 26-910 32-40 32-10,8 11-1-0 5-2-6 3-7-14 4-3-10 2-10.2 2-10-2 4310 3-7-14 12-6 10 6x8 Scale:3/16"=1' 6 4x6 8.00 12 4x6 5 7 ?aa 4x10II T 4x10II 4 8 6x8 5, o r` 6x8 3 40#LL 9 w - 14-0-0 1 2 11 10 it !o 0 o 5x8= 14 13 12 5x8_ 6x8= 7x16 MT18HS= 8x8= 8-10-4 23-1-12 26-9-10 32-0.0 -14 -r 143-8 3-7-14I 5-2-6 Plate Offsets(X,Y)— [2:0-4-0,0-1-91,[3:0-3-12,0-3-0],[4:0-7-13,Edge],[5:0-3-0,0-1-12],[6:0-5-5,0-3-0],[7:0-3-0,0-1-12],[8:0-7-13,Edge],[9:0-3-12,0-3-0],[10:0-4-0,0.1-9], [12:0-3-8,0-4-121,[14:0-3-8,0-4-121 LOADING(psf) SPACING 2-0-0 CSI.. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.60 12-14 >629 240 MT20 197/144 (Roof Snow=30 Lumber DOL 1.15 BC 0.42 Vert(TL) -0.90 12-14 >419 180 MT18HS 244/190 BCDL 10..00 Rep Stress Incr YES WB 0.44 Horz(TL) 0.05 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2009lrP12007 (Matrix) Wind(LL) 0.13 14 >999 360 Weight:256 lb FT=4 LUMBER- BRACING TOP CHORD 2x8 SP 240OF 2.OE*Except*.; TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins. Tt;2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x10 SP 240OF 2.0E WEBS 1 Row at midpt 5-7 WEBS 2x4 SPF No.2*Except* MiTek recommends that Stabilizers and required cross bracing W3:2x4 SPF 2100F 1.8E be installed during truss erection,in accordance with Stabilizer [installation guide. REACTIONS. (lb/size) 2=2309/0-5-8 (min.0-9-10),10=2309/0-5-8 (min.0-3-10) Max Horz 2=315(LC 5) Max Uplift2=-180(LC 6),10=-180(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3920/643,3-4=-3350/524,4-5=-2415/543,5-6=64/870,6-7=-64/870,7-8—2415/543, 8-9_3350/524,9-10=-3920/643 BOT CHORD 2-14=-413/3236,13-14=-135/2473,12-13—135/2473,10-12-413/3236 WEBS 5-7=-3518l743,4-14=-32/1362,8-12=-32/1362,3-14_904/327,9-12=-904/327 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.0psf;h=24ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)This truss has been checked for uniform snow load only,except as noted. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-7 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room 11 2-14 41.1-I W it aAV4t� 9)Provide me. ani I �nn_ec_tiQn(by ers of true to bearing plate capable of withstanding 100 lb uplift at'j8i Wexeeptt(�p M�j_m , -, 10=1, S3' rtrtCC t 10)This truss I designed in accorda a with,the 200 International Residential Code sections R502.11 1 and R8D2.10:2 and referenced 3. R ;' �' '�'� standard ANSUTPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design bf this I ss a " ^c 12)Attic room checked for,U360 deflection. "-' ;` ' ,,Y1NG LOAD CASE(S) Standard l ... I ` the design _:I.rm<nce with C0r:i.-,4 a '^e P,—C: r; a,rd c ener2I comp;iance with the ill o nation vGri �i the.0 ct;,ocumects. Any action shown is ub,ect to the e_qul,..,,?eiits of t(1e plans and specifications. Conirac'cr is res}cnsib!e for: dimensions S which shall be can-firmed and correlated at the job site; fabrication processes and i.eChl ques of construction; { coordination of his work with that of all other trades; and the satisfactory performance of his work. . MICHELE CUDIL®, RE. 37 ` - - e / RY/� Job fuss I fuss I ype Qty Ply 221 Job Scheme Used 16031020E .A01GE GABLE 1 1 Job Reference(optional) Universal Forest Products Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MTek Industries,Inc.Wed Mar 09 09:01:53 2016 Page 1 ID:gPHIRfTN5yn4JbnyXKdOiGzcjPo47semGoBAksXG3_PcxrzOzmlwLUwEWKMc5ym1 tzcj4i 1 16-0-0 32-0-0 3 -1 8 10.8 16-0-0 16-0-0 10-8 4x4 Z:� Scale=1:68.2 11 10 12 9 13 2Q 8 T 14 d� 7 15 S.OD 12 3x4 i 8 6 0 17 16 3x4 g STt 4 5E 5 E15 17 19-T1 3 E13 19 2 2 n 12 20 o 2 0 3x4= 3x4= 36 35 34 33 32 31 30 29 2B 27 26 25 24 23 22 5x6 32-0-0 32-0-0 Plate Offsets(X,Y)-- [29:0-3-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 21 n/r 180 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(TL) -0.01 21 n/r 80 BCDL 10.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 20 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2009lrPI2007 (Matrix) Weight:177 lb FT=4 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF Not WEBS 1 Row at midpt 11-29,10-30,12-28 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 32-0-0. (lb)- Max Horz 2=328(LC 5) Max Uplift All uplift 100 lb or less at joint(s)30,31,32,33,34,35,36,28,27,26,25,24,23,22,20 except 2=-106(LC 4) Max Grav All reactions 250 lb or less at joint(s)2,29,30,31,32,33,34,35,36,28,27,26,25,24,23,22, 20 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=313/197,3-4=261/188,9-10=-67/277,10-11_71/346,11-12=-71/346,12-13=-67/277 WEBS 11-29=-289/0 NOTES- 1)Wind:ASCE 7-05;1OOmph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; cantilever left and fight exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1, 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)This truss has been checked for uniform snow load only;except as noted. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf.on.overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. ' 7)Gable requires continuous bottom chord bearing. '� r ^S�:O tEU 8)Gable studs spaced at 2-0-0 oc. 6 i 10 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o-, Provide mechanical connection(by others of truss to bearing late cappablepf wi standin 100 Ib uplift at omt s 90;Ti3 34 3S - 36,28,27,26,25,24,23,22,20 except(jt=lb)2=106. s`f P5+�r/�4 3 %-, F NY ING 11)This truss is designed in accordance With the 2009 International Residential Code sections R502.11.1 and R802.1 b.2 and referencedw standard ANSVTPI 1. _:.>..,.::... . ... ...: .:..a 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss(,:;,- hit;'t the design LOADCASE(S)Standard k concept 01-2t P"o-ic-nt ard q e^F.ral ccmpli<:nce with fit0 information.given ,n the._,,ntiact documents. Any action F shown is sutject to the requlrcmeias of the plans and specifications. Contractor is res onslb!e for. dimensions which shall be confirmed and correlated at the job site; fabrication processes a^d tedlin;ques of construction; coordination of his work with that of all other trades; and the satisfactory performance of his work. . MICHELE CUDILO, P . DATE BY I I } GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage i c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. i 2.Structural Design Loads: I Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf I Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans I 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: i 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. I b Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc per—750 psi,) Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psiJ Fc_par—Par psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. 1 x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist j 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid.Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End i d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking j 8.Nailing Schedule: All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. M b. Sub-bore where;nails tend to split wood. I 9. Headers less than 4'-0",use 2 2x6;all others pet MA State Building Code. i Town of Barnstable - pFTHE T Regulatory Services o Richard V.Scali;Director RARNsT" . ; Building Division v$ rr+ss.16 Tom Perry,Building Commissioner ;q. �0� plED MAC�` 200 Main Street,Hyannis,MA 02601 www.town.,barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Approved: Fee: Permit#: . HOME OCCUPATION REGISTRATION Date �C — z 2�� Name: .\A Ot l 6=' (f,4 f-3�A-�— Phone#: 9 -2 � Address:, (�� M10,4I/24 S village: .Name of Business: 8 `s /I/r Type of Business: Map/Lot --TU(K INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 41.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor,no-visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building.Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. . • Such use occupies no more than 400 square feet of space. • There 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. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in 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 within 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 van 6r one pick-up trick not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot'containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. " • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit I,the undersigned,have r agree with the above restrictions for my home occupation I am registering. Applicant / Date: Z, '2—2 C� Homeoc.doc Rev.10 13 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-.it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: 49 Z10O-ro Fill in please: APPLICANT'S YOUR NAME/S: �.�.r Psi i= A 13R�-L BUSINESS YOUR HOME ADDRESS: 198 �h n-i qj { TELEPHONE # Home Telephone Number 4�,h- 77-2 O NAME OF CORPORATION: P,9tr r> onr — NAME OF NEW BUSINESS TYPE OF BUSINESS ,6G S/cnl IS THIS A HOME OCCUPATION? YE NO ADDRESS OF BUSINESS�q,.y� MAP/PARCEL NUMBER �l�- 7 D (Assessing) 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 COM SION 'S OFFI This individual ha n i forrrm of pe t r ui ements that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION Aut rize ig atu�e RULES AND REGULATIONS. FAILURE TO COMMENT COMPLY MAY RESULT I I O 2. BOARD OF FQLTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature**` COMMENTS: ,a YOU WISH TO OPEN A BUSINESS? For Your Information: : Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-.it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law: Fill in please: 'APPLICANT'S YOUR NAME/S: 'TAr M C AR9+L- r BUSINESS YOUR HOME ADDRESS: / 9 0 _r'Ar,_S 0_ 17z ' TELEPHONE # Home Telephone Number �}� - �'S6�— 7.2 O i �y - NAME OF CORPORATION: PjR 13; 'Q/v NAME OF NEW BUSINESS TYPE OF BUSINESS ,hy IS THIS A HOME OCCUPATION? /YEIV NO ADDRESS OF BUSINESS S6A41= MAP/PARCEL NUMBER �l�' 7�O (Assessing) regulations of the Town of re with the rules and fiance When starting a new business there are several things you must do in order to be in"com p g o is intended to assist ou'in obtaining the information you may need. You MUST GO TO 200 Main St. corner of Yarmo uth' This form Y Barnstable. Y Y 9 Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMt1h SION 'S OFFI This individu n i forrrre of pe t r ui ements that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION RULES AND REGULATIONS. FAILURE TO Autih rite ig atU�e COMPLY MAY RESULT IN COMMENT FINFS Y 0 4j- r Cc" tr KA) On rj,�4� t 2. BOARD OF FQLTH _ This individual has been informed of the permit requirements that pertain to this type of business. ' Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Town of Barnstable pFTHE r Regulatory Services Richard V.Scali;Director BMINMBL ; Building Division v� !MASS. Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: . HOME OCCUPATION REGISTRATION Date: � n Name: .0 A I A I L= � �,��-L Phone#: 9 7,� Z d Address: Village: 14 VA /All 5 .Name of Business: Pgc e Type of Business: Map/Lot: INTENT- It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation , `�V within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity U" shall not be discernible from outside the dwelling. there shall be no increase in noise or odor,no visual.alteration to the \ /l premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; S and no increase in air or groundwater pollution. 1/ After registration with the Building.Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: �1 n • The activity is carried on by the permanent resident of a single.family residential dwelling unit,located within �✓��' \ that dwelling unit f ; / • Such use occupies no more than 400 square feet of space. • There 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. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in 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 within 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 van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit I,the undersigned,haver agree with the above restrictions for my home occupation I am registering. Applicant Date Z` 2 Homeoc.doc J.103 13. y V .4 ti ��„o•�` TOWN OF BARNSTABLE/ Permit No. 20863 ." Building Inspector �aunm Cash -------- °" ~ OCCUPANCY PERMIT Bond19h "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Cedar Acres Realty Tnist Address Great Pond Dr., So. Yarirc uth lot #22A 198 Compass Circle, Hyannis Wiring Inspector Inspection date 1` Plumbing Easpector ,` `� Inspection date Gas Inspector Inspection date Engineering Departments-�.��� ���,� �+ /, Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ..................._...... �.. ............, ....... .... /Building�Inspector ._...�...._._._. i Y s iz?oo �0 � 64 d z zi o 0 b n fOUNZ)qrra.41 n iz�'oo CZ.6' P.L 4N SHO W IN G o 4 Lt/NED /3Y- C,6-n i9 GR�'S Rh-A4Ty rPUS"r Q SSCdZ C "=,36 746 F -o W NOR/v1�4/V GRUSS MAit! z NORMAN 0 o U GRGSSiAAN 12115 �4, - ht� SU cam ' stessor's map and lot number ................ . . � . � THE w' -- 77 D/l 11/< SEPTIC SYSTEM MUST BESewage Permit number ... ................................................. INSTALLED IN COMPLIANCE WITH ARTICLE II STATE ! BABaSTODLE, House number .......... ... ....................:................ SANITARY CODE AND TO1NfV 90 16 a o� REGULATIONS. �nya 0,- TOWN OF BARNSTABLE BUILDING j"NSPECTOR APPLICATION FOR PERMIT TO .... TYPE OF CONSTRUCTION .........�......� D r`W1. &.r............................: .........................l.:....................19..7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ot Location X.,//�-'rS........C�..l..' e................................ .......................... ProposedUse ••... ....................................... ...................................... ................................................ ...... /C Fire District .......,�� , /l//v!.�........... Zoning District .. ..... ..................................... Nameof Owner ..✓/2..... .. . . ... ......Address .................................................................................... Name of Builder .C,,� " ........Address .................. Nameof Architect ........NA��................................Address .................................................................................... Number of Rooms ........P.......................................................Foundation .. ... Exterioro:.K�Cst......�.....................................Roofing ... 7................................................ Floors .. />... ' .......................................................Interior ..........1 Heating , .........................................Plumbing .............. ....�A? A ..................................... . 4 �........................................................Approximate Cost /� Fireplace pp .............�,..V�..®�1.......................................... Definitive Plan Approved by Planning Board ________________________________19_______. Area 8.....�I..�Q..S d Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 1�,1 `t 2 a� 45' �z '7 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam ....................... Cedar Acres Realty Trust i N�M ;20863 permit for....... one story } single family dwelling .......... ............................................ Location 198 Compass Circle ................................................................ ..................... Hyannis......................................... Owner Cedar Acres Reslty Trust .................................................... Type of Construction frame ................. ........................................................... > ..........#22A Plot ............................ Lot ............ November 27 78 Permit Granted ........................................19 Date of Inspection ....................................19 s � Date Completed .. ....... `...-.. .....�`.19 ' 29 el PERMIT REFUSED ................................................................ 19 .........................................................................:...... .....................................................................:......... ........................................................................... ... Approved ................................................ 19 ............................................................................... ............................................................................... Assessor's map and lot number ......................................... *THE t0 Sewage Permit number ��' i /� � Z B9SBSTADLE, i `� ................... y0 MABa House number ....................................................: po�i63q. \00 MAY A' TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... d.``'�:.! �`�c° ....................................................................................................... TYPE OF CONSTRUCTION .........�`,.".`' ............. y: ..... ................................................................................................. ' �) C! �c.l....................19.............................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location `........... ...�� �'f.,ri/r:�.`.: ............�.� .. ........................................ ........................... ProposedUse .../....K....... .... ............................................................................... ....................................................... Zoning District ... � ......................................................Fire District ..........:..,f.r7.;... v �............................... Name of Owner A:�'� l-l-�........ f..��-"F' Address ................. ....... ..... .................................................................................... f Name of Builder .:......:Y.:.l '` '* �'y' .......Address............................................ Nameof Architect � ��t �� ................................Address.................................. ...........................................................,................,........ Number of Rooms .........�.......................................................Foundation ... Exterior :..:...... . Roofing Floors !�................. :..... t.,.........................................................Interior ...... n � ........................................... r r Heating .....-.........�..................................................................Plumbing ............. F...../ A....................................... Fireplace ..:............ ...........................................................Approximate Cost .................................................................... ........ Definitive Plan Approved by Planning Board ________________________________19________. Area „ Diagram of Lot and Building with Dimensions 14 Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH � l -7 I 4. . I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. , r i Name--...-...........%:........ ...... :.:.'/� ......................... Cedar Acres Realty Trust A=310-408 20863 No ................. Permit for ....... ....... ....................e s o ry single family dwe4 9 ............................................................................... 198 Compass Circle Location ................................................................ Hyannis ............................................................................... Owner ........Cedar. . ...Acres cres...R.eal.t.y Trust ust..... .. . ...... . ........ . ...... . .. .... ...... Type of Construction frame .......................................... A ................................................................................ Plot ......................... Lot ......... Permit Gra/nte."/**`*........................................19 `.November. . ...27.........19 78 ...... . ........ .... Date of Inspection ....................................19 Date C mpleted ......................................19 PERMIT REFUSED ................................ ............................... 19 . .................................. .. ........... 11........ ....... .................................... ....... ... ...... ............. ......... .. .. ........ ......�. ....... ............................... Approved ................................................ 19 ............................................................................... ............................................................................... 49el t`©� �� o� T,Iu4K O .2xbx8'WALLS V9s 4 9 Eme..T..mp ;� C �OFH, d NIGHELE cuoao N.-3V74 Y STRU"TUR&L wT i1.L.00NiiCT TOL=. SHEAR WALL KEY NOTE FOR®FI"R WALLO M IS Vi-OALVAMM EIOX NAIL OR COMMON NAIL AT ALL EXTERk*WALLS AND WHERE NOTED ur GDX CR om waw IDid.AT D'O.C.AT PANEL 8C"S'AIIY' 0'O.O.Pi". USE 011xp'I AT ALL n - VERTICAL ED*M. �SITUM AT 16"O.C.MAX., ;; p Y' I^SS N6 9'XB'GARAGE DOORS SCALE, !Q STYLE TSID 1/4R s --- ------ •-•--- - .......................... DRAWN BY. �$ wkdeeigr y �3�6X U'194 I3/4y11�/B4 N2.SA HURRICANE TIES t�l vt't ss w'wall4 Lvl..l�±iomts eve W4. SEE SK-2 Z S APA PORTAL SOLID 2lI.= tNG sT cx'Ae ar 8:iMb rJ h cw 4�a/c d-,i0af 1AT-ow n'-o" FLOOR PLAN - LSTAU! ' ~ RIDGE LINE Q OPEN"scurmu- PRODt10T 600.E 6UBt cow R.O.WIDTH R.O.HMHT- JELD WEN SPfi84FGS S'd"4i',$' 3 3'•3' 8119%? 'TRUSS'S•V OC. V 30BI(96•`'DARAGE STTLE TOO 9-W 2 W-O' e'-0" .. ANDERSENTW244S X-OWx.4'$76" 3 2',4%' 4'.B%' tM \ V yam, tSOKE DETI: TORS REVIEWED MCIST'�Rove SYSTEM ....................... N2.8A kURRtCANE TIEb BARNSTABLE BOIL (ING DEPT. DATE SOLID ISLOCKIN6 'ROOF FRAMING PLAN APPROVE' U REVISED' FIRE OEPARTMENT DATE ADDITIONAL:BRACINO REa. •w..,�:„.� a m. PER TRU88 PACK.4Q,ElI.E.x-BRACING+Etc-;)' BOTH SIGNATURES ARE REQUIRED FOR PERIITING A2 1,$, .30'.6• t f as Ua ° pp z Yf t T eo I Ls xxxx f x z6 F z �r �a• m i rj A mR s OARAC7E A 20177ON s 9 Wduaw t a n 1919, COI"PASS CIRCLE 4t m F. vta�` ac WnvSe 14'r4NN/S 1"IA. 025,401 � � _ mwm � FMM zFFMIN 1FA m _ ®®® Ft m M K o o z z O ' lz D -i O 24'-0' CZ z Z a x Z G� W ,b Y �e n A M /�v •, 198 COMPASS CIRCLE 8 � WrANN/S MA. 02601 SINN MkH 0 m' 321 ul 111 Ul IL 1 1;" I s O 1==r» I � 1 I t i i 313 1 1 4 1 1 i at ►w g a d �f XZ 0 1 0 a I %; I ! 1 V I Iz I 1 auu , I I I I got lu m di 2 LL _ I .4+4 F O