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0420 CAP'N LIJAH'S ROAD
t a : . 0 i ^ n 4 N TOWN OF BA INSTABLE BUILDING PERMIT APPLICATION (is Map Parcel I Application # Health Division p Date Issued q"/3 —t 7 tl-- �_ Conservation Division �. C ® Application Fee LU Planning Dept. Permit Fee 35 D D Date Definitive Plan Approved by Planning Board �'- Historic - OKH Preservation/Hyannis Q a4 Project Street Address D C %\- VA Village J`u V ` Owner Q i__\. Address t Telephone__ Permit Request ® -�� x Square feet: 1 st floor: existing proposed 02nd floor: existing'36,26 proposed 4ko0 Total new 1-kb Zoning District Flood Plain Groundwater Overlay Project Valuation 6;Q,OUC.> Construction Type �&7 Lot Size ��6.,°'Z"�� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 'Zpk Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: T,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 0 new Total Room Count (not including baths): existing 6 new \ First Floor Room Count Heat Type and Fuel: ❑ Gas I*Oil ❑ Electric ❑ Other TT Central Air: ❑Yes �L.No Fireplaces: Existing New Existing wood/coal stove: gYes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing 10,new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes $L.No f yes, site plan review# Current Use s� � 11�� Proposed Use �� , APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - Telephone Number Address s 1,ADk y 1\k .A- License # 4 Home Improvement Contractor# Email ��( �"�� �� �� `� Are, Worker's Compensation # ' 4k% SjSi(o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO BT(Y\62 SIGNATURE ! DATE I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE ri OWNER r DATE OF INSPECTION: FOUNDATION FRAMEA 9le,[I! fllUl.'4e, - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. �"E, Town of Barnstable Regulatory Services t MAS& Richard V.Scab,Director Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601. www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property.Owner Must _ - Complete and Sign This Section If Using A Builder �A _,as Owner of the subject property hereb authorize ey �< \'�' to act on my behalf,' y in all matters relative to work authorized by this building permit applicationfor. (Ad ess of Job **Pool fences and alarms are the responsibility of the applicant. Pools are not t be filled or utilized before fence is installed and all final inspec ns are performed and accepted.- Signature of Owner Signature of Applicant lee- Qr/,� Print Name Print Name Date Q:F0RMS:0 VMMPERIv0SIONP00LS Town of Barnstable Regulatory Services , Richard V.Scali, Director Building Division IMMSTAaIM + Paul Roma,Building Commissioner MAss. 03 200 Main Street, Hyannis,MA 02601 ED www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# 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. DEFINITION OF HOMEOWNER Person(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 person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official 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. . r 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. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." , Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed-person as it would with a licensed 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 he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. i PROP. GARAGE • raN DWELLING E / / Lp Q Lpe I N BH l 10. _ Q / V / .MBLU 194-034 / 420 CAP'N LIJAH'S WAY l CNTERWLLE, MA l FLOOD ZONE X LOT AREA 18,473 SF EX. DWELLING AREA— 1.780. SF SEP77C SYSTEM PLOTTED FROM INFORMA77ON PROVIDED BY OWNER. BUILDER TO CONFIRM CERTIFIED PLOT PLAN ANDERSON RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN UP 420 CAP'N LIJAH'S WAY HAVE BEEN LOCATED BY A FIELD SURVEY ` Ass�� CNTERWLLE, MA oa 9G DATE JUNE 15, 2016 DRAWN: RBS �e RO88. . _ JOB S246 SYKES: SCALE: 1"=40' DWr..Cpp 7 " No. 354��8 ca EASTBOUND `�i/''� 6-15-2016 LAND SURVEYING INC. ��s�Fc�s EO���� P.O. BOX 442 ROBB SYKES, RLS DATE N FORES7DALE, MA 02644 508-477-4511 .?Tre Ctawrnamveai h ofMaY-vadr setts, D V vaff&zt qf.n&-u-trid Acciderrds ' -- Owe of lm.w- tigafions 600 Washfilgion Street Boston,.AM 02112 loviemurs-mg "r Timimrs' Ct>f>:mpensatian Inswauce Affidavit:B_milderslC+antractursMec&icians(Plumhers . ApplicantWwmatian PleasePsiut f eQilily Na=tBasiuesstOlgani annitndn�itlnal Address , l . Are you an employer?Che-ekthe appropriate box: T of project r 4_ I am a general contractor and I Type P J { e4�d}'= 1-K I am a employer wi&_\, _ ❑ 6. ❑New constuction: employees(full a for part timed* lraveluredthe sub-contmdors 2.❑ I am a sale proprietor or partner- Tinted an the attached sheet 7' ❑Rentodelsrrg ship and have no employees • Miese sub-contractors have S..❑Demolition w g forma in an employees ardhave wozkers' ^in. p capacity. $ 9. ❑S.uildirrg adxlitioa . [No i�6�' comp-insurance COOP.mcnran required] 5. ❑ We are a corporation and its 10-0 Electrical repai m Or a,ddi ions 3_❑ F ama homeo-weer doing all work officers have exercised their ILE]Flumbingrepaim or addition myseE[N8 worms'comp- Tight of exemption per MGL 12-0 Foofrepairs.-. . insuranceretguirEd Y c:152,§l{4),andwehaveno employees-[No wozkem' - 13_❑Other , « comp.insurance required_) 'Aug WHczntBhat cFieftbcx#1 must also f3ic=th�e seftionbeIaa abaning i iekwa Tcere compeaod apoliiepin oa i ffo-meosvnem Who submit fts affidaru ia&rzbng fiLey axe doln�all weak=A du nh¢e Gumde cont®ctotsamst 5S1BlIIit a nem8ifiaaeit indicatiuo snrTi fCourmctm iff=ebe-cicthis bwc must attached ffiaddifi®aI shEd slums thenzme of 1ba sub-conoxctom mud stafewhethet ornatt'hose emddeshave nVla"ees.Ifthesdb-caatsactacsbaceemplayee-%they— ymri&theiruorkem'camp.policy number- Jam air Holow is thepalicy aadiab site inform A. om - Insurance Company Name:'I�my -Po icy 4 or Self-iris.Iic_-o,-. C6— Job SiteAddrew,- ..�� X � k CityfStatdZZp: A tach a cop} of the warkere compensation -cy-declaration page(showing the poficy number and expiration date). Failure to secure coverage as requiredundes Section:25A o€MGL cL 1572 can lead to the imposition of criminal penalises of a . fine up to$1,54a OD andror one-yearimpFisonm-A as well as cif penalties in the foan of a STOP WORK ORDEFLand a flue of up to$250-00 a dap against the violator. Be advised that a copy of this statemennt.may be forwarded to Ilse Office oaf Investigations of the DIA for insurance coverage veriffcntioa I afa IierBtiy natdtsr the p is rd ' s of perjury that tha infor nzadmi pro�idcd a bore is trans and correct Date:.- Phalle g C7Ce Qjykial use wd y Da atat wr&e M tIta area,tux be cawrnpir ad by dj�ar tQtcti official City or gown: Permftff&ense 9 ISSn g A uthor�*[circle one): L Board of RwIth I I3nsT�Department 3.CitylTown Clerk 4 Electrical hmpeeter S.Plumbing Inspector 6.other Contact Person: Phone#: oarmation and-Instructiolas ; Massachusetts General Laws chapter 152 requires all enployeas'to provide workeas'compensation far$Ve emp ir loyees. p to thig smote,an W97Ioy=is defined as.":evmy persdn irLJhe service of another render any contract of hue, express or implied,oral or wriftem" An Mayer is de$ned as,zan individual,partnership,associati&A corporation or othe2Iegal erdity,or any two or more of the foregoing engaged.in a Joint entergrisa,and inchudmg the legal rqreseutatives of a deceased emplayer,or the o receiver or trastee:of an individual,partnership,association or other Ie:gal entity,employing emptyees. Howeer the v not mm a than three arlme¢Es and who resides thin,or tire:occupat of the - owne�'of a dweIhng house having � . dwelling house of anoffia who employs pe$sans to do mamma ace,conshuc i on or repair work on such dwelling house arEenanfthereto shaRnAbecanse of such employmentbe deemedto bean employer." or on the grounds ar buzZdmg app . MGL chapter 152,§25C(6)also sues fhat"every state ar local ncen mg agency shall hold flie icssuance nr renewal of a) cease or permit to operate a business or to construct bufldings'in the commonwealth for any aPPlj�t-Who has notproduced acceptable evidence of cuuipHance with the iusuxance 4ovetage required."Additionally,MGL chapter 152,§25C(7)states'Neither the commonwealth nor;�my ofits political subdivisions shall enter min any contract for the performance 0f publio work unfd acceptable evidence of complia ace v&&the insurance.. regret emus of this chapter bavo Been presented in the cor3faclmg autb-or�ty." Applies Please fill o5± the worIMas'compensation affidavit completely,by checl®g the boxes inat apply to your sitnation and,if necessary,srpply sub�contractor(s)name(s), address(es)and phone numbers)along with their cerfrficate(s)of „surance. Limited Liability Companies(LLC)or LimitEd Liabiity Parfnersbzps(LIP)wiSino employees other than the members or partners,are not rimed to carry workc&compensation mmQrance. If an LLC or LLP does hate employees,a policy isregcuzed. Beadvisedthat this afdayiEmaybe submitted to the Department of Industrial Accidence for confrmati.on ofmsmance coverage Also be sure to sign and date the affidavit Tho affidavit should beretvmed to the city or town that the application for the permit or license is being requested,not the Department of Lncinst wI A_cci d=tL Shouldyou have any questions regarding the law or¢you are reqmved to obtain a workers' compensation policy,please call the Department at the=mnberEStE:dbelow: Self-inscnedcompanies shouldeatmtheir s elf-insurance Homse ximnber an the appropriate lime. City or Town Off cials t - - Please be sure that the affidavit is complete and printed legibly. The Departmenthas provided a space at f .e bottom of the affidavit for you to fill out in the event the Office ofInvestigafions has to coactyouregarding the applicant- Ples e b e mrae to fill m the p en ud c=m number which will be used as a reference amber. In addition,an applicant that must submit m_ultiPle p=jVIicense appl=dons in any given yew,need only submit one affidavit indicating current policy i afc3 aticm(ff nece ssazy)and under"Job Site-Aft&="the applicaat should write"all locations in (citY or town)."A copy of theaffidavit filat has bey officially stamped or m mired by ti e city or town maybe provided to the ' applicant as proof that a valid affidavit is on file for f�se'peauits or.Iiceuses Anew affidavitanist be tiIled out each year.Where a home owner or citizen is obt3miag a license.or permit not slated to any business or commercial v&DtUrD tie. a dog license orpeunit to bum leaves etc.)saidpersou is NOT reTred_to complete this affidavit The Office of Investigations wouldliketo thankyouinadvaace foryour cooperation and shouldyou have any q=stions, please do not hesitate to give us a call. The Dgep I mfs.address,telephone and fax Cumber. CGMM MealihE of Masmchnsetts . Dent csf IzidA��nts - ���a�bingtQn Strom - as ns M&owl II Tf,-1<4 617-727-4904 Qxt 4€l�.W I 477 MA GAFF Fax#617`27 7M xevised4-24-07 � , gfc�ia r } AWC Grcide to Wood Constructfan ink High Wind Areas:11 D mph.Wind Zone Massachusetts Checklist for Compliance(790.C,MR5301.Z.1.1.)' Q chwi Cozopiiaa= 1.1 SCOPE _ Wind Speed(3-sea 110 mph Wind Exposure Category__ ----»-. _»» ...._:_.-.. »_»..-_.. _-.._.__»B 1.2 APPLICABn_nY Number of Stories ..._...»»_..»....._........._..»-----------__Fig stories 5 Z stories. Roof Phrh ...._.._.......»._.»_..»..»»»_.._.... . :.._.. .._.Fig 2) - ..- .-...... s 1212 Mean Roof Height _»__.. ._...» »_..._»..»---.__. ._.(Fig 2)_.___.»_._.._ _.._... _ _ft -33' Building Width,W.--.__. ._._»_ »_.--__.(Fig 3). _ ___».:... ._-..-__ _ _ft 5 80' Building Length,L .... ..» »_».-.......» _...»-.(Fig 3)._. » - _ft 5 80' Building Aspect Ratio(L1W) __._ ..»..._.. _-.._». (Fig 4). ... ».._.»_..-_-».» <_3:1 Nominal Height of Tallest Opening2 5 6'8' 1.3 FRAMING CONNECTIONS General compliance with framing connections. » ». (Table 2)...._ ...»_. »...........» _ .�._..._». .. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 54D4.1 Concrete............................ .. .... -_................ .................... Concrete Masonry.......... _._._»... _».... »....».___».. ..._.._... »_..::.. 22 ANCHORAGE TO FOUNDATION' F 5/8'Anchor Bolts imbedded or 5/6'Proprietary Mechanical Anchors as an alternative in concrete only . Bolt Spacing-general...................... .._. (fable 4). .».:..»........ . in. — Bolt Spacing from endroint of plate (Fig 5)........ :_._..._.i.... ._ in.5 6'-12' Bolt Embedment-concrete._....... .. (Fig in.a 7', _ Bolt Embedment-masonry.»...................................(Fig Plate Washer......»...... _......».._ ..»......_.......... (Fig 5).».. ........... 3'x 3'x'� 3.1 FLOORS Floor.frannng member spans checked (per 780 CMR Chapter 55)... .......................... _ Maximum Floor Opening Dimension-._ ,._:....»......{Fig 6).»_. ft 512'or Ll2-or W/2 _ Full Height Wag Studs at Floor Openings less than 2'from Exterior,Wag(Fig 6)................................. _ Maximum Floor Joist Setbacks Supporting Loadbearing Wags or Shearwall...............:(Fig .................. ft 5 d _ Maximum Cantilevered Floor Joists Supporting L.oadbearing Walls or Shearwall.................(Fig 8).... ..:..:.......».. _.......................—ft 5 d Floor Bracing at Endwalls......_...._. »... _»(Fig 9)._. ... ..........» »..»..» . Floor Sheathing Type ....... ..» ».»..-.............._..(per 780 CMR Ctrapter 55}. .._._.._ Floor Sheathing Thickness...__. ._» __»....: _....».. ...(per 780 CMR Chapter in. , Floor Sheathing Fastening.» ». ...._.»».........:....(fable 2)_=d nags at in edge I in field , 4.1 WALLS Wag Height - L.aadbearingwalls:... ». ..-....r._.»_._::....._...._.(Fig 10 and Table 5)......_ .._.�..»._ft 519, Non-L.oadbearing walls....._.._..:::.:_.....__._.__-... .(Fig 10 and Table_5). _..»........_......._ft 5 20' _ Wag Stud Spacing ...... .............. ...............(Fig.10 and Table 5). ..... in.5 24'o.c. Wag Story Offsets ». .............. (Figs 7&8)_ .._..__»._..................... ft 5 d 42 EXTERIOR WAL.LS� - Wood Studs Loadbearing wails_............» _... _. _(Table 5)..._-. It - Non-Loadbearing walls._ .......... ..._............_...._(Table 51)................._ ..... Gable End Wag Bracing Full Height Endwall Studs. ___:_ _ _ .(Fig 10)....... ».._...»... :.»»......... WSP Attic Floor Length_. .:. _(Fig1T)_, .»...._»_..... .... ft>_W/3 Gypsum Ceiling Length(If WSP not used)..-._.--..:_.._.(Fig 11)........._.........__...______. _ft z 0.9W 2'x 4 Continuous L I Brace @ 6 fL o.c-..(Fig 11)........................_.... Double Top Plate Splice Length ......-.........:».____»..._._.._._...»..._..(Fig 13 and Table 6)__.._..._..... .__.. ..___ft _ Sprite Connection(no.of 16d common nags):.. ._.._,(Table 6}.__..»_.._:_»._..»..�...._...»_.�..» AWC Guide to Wood Consi w4dan in High land Areas:110 rripk Wind Zone Mas*hasetts Checklistlor Compliance(7so cmR sstn.z.f:a)1 Loadbearing Well Connections Lateral(nm of endnatled 16d common nabs)..._„_.-...{Table 7).,...__....._......._.»_...„...„„....„. Non-Loadbearing Wall Connections Lateral(no.of endnalled 16d common nays)......».....»(Table 8)........... ......„....._.._._._._..... Load Bearing Wall Openings(record largest opening but check all openings far compliance to Table 9) Header Spans __..._._»__..„.........».._._..-.„„(Table 9)_.. _„...._......:..:.._ft_in.s 1 T Sol Plate Spans ._.._._.„..»_.__„.._„...._...__.„..(fable 9)____.._.___._._......,_ft_in.511' Full Height Studs (no.of sheds)___._»_.. _..__.....(fable 9)_._ ..___....-._„ NQn-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..__.•___ ..__......_. ».. ___.»»(Table 9)__».___„- _...„.._ _ft_in.512 Sill Plate Spans....._„......._._. ».......»„ _ . . (Table 9)------ .._....... ft_in.!;12' Fug Height Studs(no.of studs).__.....__»__:._.._...._...(Table 9)..._.......„...„._.._.---....._.... ».. FKderkor Wall Sheathing to Resist Uplift and Shear Simultaneously4 M'mimum Building Dimension,W Nominal Height of Tallest Opening2 ........ „. _....._........ .„_.....„_. s 6'8' Sheathing Type._......._.._„........_..._. „._�(note 4)....................................... ._.. _ Edge Nan Spacing._......_...._..__.._„.. ...(Table 10 or note 4 if less)„--„„....„....._,_ in. Field Nall Spacing.._...»__.._..»..»..._._...._..(fable 10)„..... _...._.. Shear Connection(no.-of 16d common nails)(Table 10)_ Percent Fun-Height sheathing._...._L..(Table 10)_„......._..__..„ ....._..._._„.»„... % 5%Additional Sheathing for Wall with Opening:,TS (Design Concepts)_-_»_____._ Maximum Building Dimension,L Nominal Height of Tallest Opening2........... ................................................... Sheathing Type»...._ ..„.. .__.........._...___ (note 4).....-.... Edge Nag Spacing„.....„_.„__ .»_.„. .„..»(Table 11 or note 4 if less).... »�.„..._ in. Feld Nag Spaang».»._.__....._.»..........„.(Table 11)..._..»......»...__....»_._ in. Shear Connection(no.'of 16d common nails)(Table 11). ..._�.._„ ,_.»_.„„.. ..__...„„... _. ._... .. • Percent Fug-Height Sheathing...._................. able 11)... .....»..._..„.......».._„._ 5%Additional Sheathing for Wag with Opening Wag Cladding Ratedfor Wind Speed?_. ___....„_..„...„.__.:___»._»...».._.:„....... _.._...._ _.._...._»._„... 5.1 ROOFS Roof framfng member spans checked?.._......_.._.._.(For Rafters use AWC Span Tool,see BBRS Website) fbd Overhang .................................»..............(Figure 19)............._ft:9 smaller of Z or L/3 Truss or Rafter Connections at Loadbeaning Walls Proprietary Gonnectors - Uplift. .._...»„..„......_„....„__» .(fable 12)._ ..»„„ _.. :..__ .:_U= pif Lateral..___.._....„......_.._»......._.(Table 12)........_ „._..._._..»_.....„_.L= pif Shaw.............._.._.._.._._ (Table 72) _..„_:.. ...„............_».„S= pif Ridge Strap Coimactions,V collar ties not used per page 21..._(Table 13)._.....___»........._.T= pif Gable Rake Oufiooker..........„.............................(Figure 20)............. ft s smaller of Z or L 2 Truss or Rafter Cornections at Non-Loadbearing Wails Proprietary Connectors , U ._.._.„_.„...._(Table 14able )�... .. „.._.-..... . U= -lb. Lateral(no.of 16d common nails)...(T ).. .+..:„L= lb. Roof Sheathing Type..._ .„..._...__....._...................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thiclaiess_._........„............. ...»_ ».......»._...... .....„..._„_....._in.Z 7/16'WSP Roof Sheathing Fastening ........._».�....„..___...„._ (Table 2)„__..__._......»........_„........._..„_ Notes: 1. This checiftt must be met in its entirety,excludingthe specific exception noted in 2,to comply with the requirements of 780 CMR 53012-1.1 Item 1.If the checklist Is met In its entirety then the following metal straps and hold downs arc 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 1.8a 2. Exception:Opening heights of up to B ft.shall be permitted when 5%is added to,the percent fug-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate In exterior walls shag be a minimum 2•in,nominal thickness.pressure treated#2-grads. AWC Guide to Wood Construction in Sigh Wind Areas:114 mph Wind Zone Massachusetts CheckUst for Compliance(tsQCVIR53oi.7'-L1)t a. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-I-leight Sheathing requirements b. Wood Structural Panels shall be minimum thidmess of 7116'and be installed as follows: L Panels shall be installed with strength axis parallel to studs. fi. All hortzontal joints shall occur over and be nailed to framing.- M. 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 nal spacing at double top plates,band joists,and girders shag be a double row of Bd staggered at 3 inches on center per the Figure, Ver9caf and Horizontal Nafiing for Panel Attachment 1• • r • I AWC Guide fo Wood Construction in High Wind Areas:1 IO mpjr end Zone MassacbuseUs Checklist for Compliance(M CMRs3oi.i.1.1)' —WM tM ESE REM ON FfbkMWG mad . AT a e •1 1► 1 Y 1.1 1 11 11 I U 1 1 h H 1 11 i F 6 ►t F,F 1 ft e v 4: ;; E to n n ti a . ii 1 k i� I r 1 T11r .11 1 11 11 O ' IALSPIACM s See DeWl on Text Page Vertical and Horizontal Meiling for Panel attachment Massachusetts Department of Public Safety . !� Board of Building Regulations and Standards License: CS-035037 Construction Supervisor DEAN F STANLEY 359 CA'kAIN LIJAH ROAD..: CENTERVILLE MA 02632 ' F Expiration: Commissioner 01/19/2018 • �/e�paaUrnaruaea�o���aacficcaeCt�i ; • ; Office of Consumer Affairs&Business Regulation; WIQ HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only ;Type: Individual before the expiration date. If found return to: ''• Office of Consumer Affairs and Business Regulation =---Registration Expiration � g i i 10 Park Plaza-Suite 5170 T -- 3 1,49 12/07/2018 Bo 02116 Dean F.Stanle'"t' i31 tr- „ Dean Stanley -• $59 Capt.Lijah Rd ��y-;�iJ Centerville,MA.02632__ _e Undersecretary Not valid with ature f f - i3 1-6 W ttrAO 1? , � ►�utbt4 .tq�.` f,VC didde try Wood Corgi sfrxlc xvtt .}d�.fi $a7 411 I re s: . 10 ph f��id!Ail } : assac setts D re is ° o pliamee f780 CmR_3 t 21.t ' Q Check Compliance.: 1.1 SCOPE Wind Speed.(3-sec.gust).............. ......, 1310 mph Wind Exposure Category "'"l B 9 ry ..:... ,. .. 1.2 APPLICABILITY Number of Stories (F►9 2) stories'S 2 stories 1 t Roof Pitch ......................... (Fig 2) ................................. ... 12 Mean Roof Height ..........(Fag 2) .. : . ft 1<_33` g ................ Building Width,W (Fig 3) .. :............:.... � .... Building Length 'L (Fig 3) ` f�tt <8 0 .... Building Aspect Ratio,(LNV) .. ....... .. _ ...(Fig 4) .... .�t 3 :1 Nominal Height of Tallest Opening2 .. ....(Fig-4) .. ••:• `s 6,8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2 ..................... ; 2.1 FOUNDATION z Foundation Walls meeting requirements.of-780:CMR 54041 ) Concrete.._....... :.:...:.... .,... ...................... ....... ......... ..:................ ........ .......; Concrete Masonry.....:...... 2.2 ANCHORAGE TO FOUNDATION' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete on Bolt Spacing—general ................................... ....,:(Table 4) ...,,.... ....... in. Bolt Spacing from endhjoint of plate (Fig 5)............... --�� Z in s6"-12 Bolt Embedment-concrete.............. � .>7" . (Fig 5)............... .., . n Bolt Embedment—mason ............................................. �'' I in.>_15' masonry... ............... (Fig 5) Plate Washer...... ...... ..(Fig 5), .. . ......... . ,a 3"1x 3"x%4' ............ b 3.1 FLOORS I- Floor framing member spans checked ...............................(per 780 CMR Chapter 55)....................... Maximum Floor Opening Dimension......................... .........(Fig 6).:,: ft<12'or 0.2 or Wt2 Full Height Wall Studs.at Floor Openings less than 2 from Exterior Wall(Fig 6)................. .................... Maximum Floor Joist Setbacks t; Supporting l.oadbearing Walls or Sh.eanaall...... ........(Fig 7)... ...................:..........................—,ft 5 d. Maximum Cantilevered Floor Joists SupportingLoadbearin Walls or Shearwall...... (Fig 8 ..... g g ) .... .,..,...._.. ft d Floor Bracing at Endwalls... (Fig g}, . Floor Sheathing Type ....... .... (per.780 CMR'Chapter55) Floor Sheathing Thickness. (per 780 CMR Chapter55} ....:. ':...:.. 3ln. Floor Sheathing Fastening:.•...... .. ................... (Table 2):. d nails atin.edge! field 4.1 WALLS l WaII Height.. r ' Fi 10 and Table 5 ,. ft. 10, Loadbearing-walls ................... .................... ( 9 ) . Non wails (Fig 10 and Table 5) .. t` ft 5 20' g .... Wall Stud Spacing ....................................•.... ...... ....(Fig 10and Table 5)........ ....... :. P m.<—24"o.c. Wall Story Offsets .. (Figs 7&8)......: < 4:2 EXTERIOR WALLS3. l Wood Studs r Loadbearing.walls ......, (Table 5) .2x - ,ft in. Non-Loadbearing walls ... .. (Table-5) Gable End Wall:Bracing' FullHeight Endwall Studs........ ................................(Fig 10) ............................................................. WSP Attic Floor Length.......... .. ...... (Fig 11) ft_W3 Gypsum ceiling Length(if WSP not used).....:. ...(Fig 11) >0 9W 2 x'4.Continuous Lateral Brace.@ 6 ft.o.c. (Fig 11). ... o Plate )�ARASSq c' c x • ,G i z `abi �Y;.._v'` ,� C D aG� r Btu.,. ..... ..................:......... . f hG ?r ~" S - ...... .....,..eta:+..^._.. �i�i;.f+,.`��s ..... .............-.. .... . k° L G1S � i GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to con forin to the requirements of the:lvlassachusetts State Building Code.,latest edition:° _. 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;f c=3000 psi,314"aggregate;designed per American Concrete Institute Code,latest issue,maximum slump=4 a.j Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"Tong.ii/2-1/2"hook spaced per Code Checklist,or in concrete piers wi Simpson A.BU-series base;SPACED 2'o%for slab-on-grade construction_(i.e.Garage,Basement;,e c.). b.) All walls to have min.2#4 top horizontal 2"clear,-to prevent shrinkage - 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. 2. Structural Design Loads: Dead Loads:Actual Weight or.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 Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans : r 3. Structural Steel: (as required) a. AJ('M A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, lit"diameter;punched holes: 9116 diameter. b. Welds: Shop weld cap and base piates.to columns;shop weld•bearing plates to beams;use.:E70xx electrodes. Alternatively.Feld weld by certified welders. c. Deflection Criteria: .L1360 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., b.Pressure treated timber(P.T):Southern Pine.with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Vercer Lumber:All L.V.L.shall be 1.9E L.V-L.with Fb=2925 psi,E=1,900 ksi.FN=285 psi,Fc_per=750 psi, FG_par=3035 psi. Parallam(PSI..):All PSL shall be min L9E ES with Fb�2900 psi.E=i,900 ksi,Fv=28.5 psi:Fc_per-750 psi, Fc_par=2900 psi_Note that Microllam and Parallam.may be:used interchangeably: ; I. Deflection Criteria: L/480 Live Load.U360 Total load 2 Optional; Provide shop drawing Submittal,of engineered lumber systems for approval prior to.materials purchasing. 5..Metal C_o_nnector As manufactured by Simpson Strong-Tie Co.shall be handled and installed per-manufacturer requirements,with.all nail ' holes filled.Nvith the sire:nail as specified by mfgc:orherein. a. Ratter to Fudge Beam: Sim pson'LSSU-serif s;or Simpson.Straps:overtop of plywood.spaced 1.6"olc: Rafter to Ridge Plate: Collar ties'min.i x6.cc 16"o/c at top or Simpson Straps over.top of plywood spaced 16-o/c b. Ratter ends to top plate: Simpson;H2.5A c. Band Joist: Simpson straps at4 olc: CS-1A48"centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall bo 1/32":larger than bolt diameter.Bolt heads'and nuts shall bear on standard.nialleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. ?.Hlockin._ a.Blocking shall be solid blocking,2x minimum,and full depth of niernber: b.Stud Walls:provide blocking ai 8-0 o/c,maxin.iUni-height. Comers to_be blocked at 48"o/c with ply' !obd edge nailing to this blocking for the first 48-of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2=Scl toenails ea.side Blocking Between Studs 2-10d toenails ca.end,or-2-16d end-nails ea:End .` d. New Friming:Provide,2x blocking for.2 joist/raller bav and spaced 4.8"o/c in joist and rafter plane at all edges:attach plywood edges to this blocking S.Nailing_Schedule: All nailing shall be in accordance iwith the WFCN4 Table 3.1 unless noted herein specifically: Multiple-Studs 16da,12"staggered a:All nails shall;be common wire nails. b_flub-bore where:nails tend to split wood. j 9. H'eaders.less than.4'4',use 2-20;all others pet MA State Building abode.. �` •` CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING MIETHOD FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION : Outside Elevation Side Elevation - Extent of header(two braced`wolf segments} -_--- --- w- -= —Extent of header(one braced wall segment) - Top plate continuity is 4 ,.required per 1?602.3.2 Sheathing filler i• MWntl ' if needed 2'to l8''(finished width) Eknt � - l zl ,i $, •' :�``16d sinker nails. t r, , .::# t --Fasten sheathing to header with Sd common f rl.' (0.148'x 3-1/4" { nails(0.131"x 2-1/2'j in 3'grid pattern as shown in 2 rows @ ... R and 3"o.c.in all framing(studs and sills)typ ftl I'N ','. r-1,000 lb.header-to ack-stud strop tl } '1 Y t P. - .s, tety ,, 000Iki:header- on both sides of opening $ '. } , to-jock-stud strop Max z`;; i (install on.backside as shown on t „ . l <d on both sides tt Oht ,�, '°'I Side Elevation,Ref.No.LSTA241 r; r i g i s of opening(Ref.,: t� ( f No.LSTA241 �. Min.(2j 2x4 typ: s t+ ' Braced wall r - If panel sphce.ts needed it shall tt+s- x segment per ** ; occur within 24'of mid-height. R602.10.5. ? j " 3/8`min. { <? Blacking is not required._ thickness wood sfiruciura!panel' Mtn..width based aR b:1 No,of ' �{ j a <`'{ +� '�"'` '.sheotftl g jack studs eJ - t �, height ratio:For _ example:I& min.for 8'height,, per table 1` } ;! •. 20'for 10'height,etc. R502,5(1&2) 2' Min,2'x2 x3/16'plate washer \._� ' - -- Anchor bolt per R403.l.b Typ: ---a Foundation per code. Not to scale 'Or other code-recognized fasteners providing loterot resistance equal to or.better thon the prescribed nails. Note:This narrow wail Ft;; 3 �z r:,nr trr ecs e.. ail :rnum, re:t'Uirenicml o; wiill l7Ta::;i:ty FIGURE - '-wv; ng'o.lds:n Ehe mine 3 i'i+;will) - Ise • - a le nl designer sh uid u e me ana ,iy-. EXAMPLE OF REQUIRED.OUTSIDE.CORNER DETAIL(IRC R602,10.5) o fit:13C::iil- Arc U-nX.1+d,V` 0 prov1"I ii>_t+rnplew: -..: .. _.. ,...,- .�_..w-....,..� o.�-.._...:. . ..».,._...+-•-_._ .... -..... ... ...... ..._ .. :+Intl n.ldh for:'_715�;his hTdc �to tilt'♦l t 'E'-re_ �14 '- At corners, onnect the {:} �- 16d nail at 12'o.c. two walls'togetheras 1 , outlined'in this detail to '( ? r provide overturning +; --- Orientation of stud May vory restraint: 2=+ p:i' ,Z -r , F. s Gypsuret,:when.reauiied,. h installed in accordance with IRC Chapter 7 .`� - Woad structural panel i. 3 6 t WC"Guide to Wood Construction in High tfirtd Areas: 110 mph Wind;Corte Massachusetts Checklist for. Compliance(780 eNH 1 _ 1 1 1 1 f �q 1 1 f �• i fl 1 I 1 11 1 I i 1 'j 1 Z-jli• i 1 1� ' 1 FAAMM MEMBERS 1 , •f 1 �- -1 k a2 1' 1 1 1 t 3'M1ti1. ' ML PATTERN f' _ PANEL PANE!EDGE ..DOUBLE MAIL EDGE SAAM(;WrAL S Detail Vertical.and Horizontal Nailing for Panel Attachment ACC) CERTIFICATE OF LIABILITY INSURANCE DAT� M1/D 10131/20161s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ACT PRODUCER NANIF, Kathleen Geddis NORTHWOOD ESHBAUGH INSURANCE AGENCY, INC. PHONE 508 771-1632 a No: E-MAILDRESS: kgeddis.north24@insuremail.net AD 540 MAIN ST. INSURERS AFFORDING COVERAGE NAICS HYANNIS MA 02601 INSURER A: TRAVELERS PROPERTY CAS CO OF AM 25674 INSURED INSURER B:' DEAN F STANLEY BUILDING CONTRACTOR INC INSURERC: s INSURER D: 359 CAPT LIJAHS ROAD INSURER E: CENTERVILLE MA 02632 INSURERF: - COVERAGES CERTIFICATE NUMBER: 98719 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER IPOUCY EFF POLICY EXP LlMrrs LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ ' DAMAGE TO RE ED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ r MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ NEN'L AGGREGATE LIMIT APPLIES PER: ` GENERAL AGGREGATE $ POLICY❑JECT U LOC PRODUCTS-COMP/OP AGG $ OTHER: AUTOMOBILE LIABILITY Ee BINDitSINGLE LIMIT $ ANY AUTO c. BODILY INJURY(Per person) $ ALL WNED SCHEDULED BODILY INJURY(Per accdent) $ AUTOS AUTOS N/A NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE N/A t AGGREGATE $ DED RETENTION$ �/ - $ WORKERS COMPENSATION /� S RTUTE ERA AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT. $ 100,000 A OFFICERIMEMBEREXCLUDED" WA WA wA 7PJUB2E49857516 10/08/2016. 10/08/2017 yes,describe under (Mandatory in NH) E.LDISEASE-EAEMPLOYIT $ 100,000 If DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMB $ 500,000 N/A • . DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This Certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/hNd/workers-compensation/investigations/. w r CERTIFICATE HOLDER CANCELLATION F ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE t THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 230 Main Street AUTHORIZED REPRESENTATIVE �j 4�y, Hyannis MA 02601 Daniel M. CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD i • r i .:�^*Y?T,WF'�..._�:2�aruca�5s^_+u..n.,� .::1,>... a+t^x�a: a�v'tEe-x::r.wr,arm�lt�+sxai»,ar'..:-rxs�m-a::uwcar..y s_aa-�-gs�,£�5e:..sms...:s�::�',. '-.s7.c^.e.s,yrva-x-.:,.r..-suzsersx::.ers.src - ,..x..a�.®.+t�.�+. ,+..u. _ A.ann.,.�ec�eeeuE�.,_�--s+na ', •`� c ' it YOU WISH TO OPEN A BUSINESS? I For.Your information: Business tmrtificates(cost$40.00 for.4 years). A business certificate ONLY REGISTERS YOUR r�'AME in town.(which you I j must do by ItA.G.L.-it does riot givb you permission to oparate.) You must.first obtain the necessary signatures on this format 200 Main St., Hyannis. � h: Take the completed forrn'tea the"fb4vrl Clerk`s CJificE, 1 tit FI.,367 Main St tyannis,MA 02601 (Down Hall)and get the Business Cerificate that is r�eouired by law. _ -- — - DATE: 13 I� Fill in please: .G fS n cr�9 n t 3 i Fi t I APPLICANT'S . YOUR NAMES; P. BUS NIEr c U�o YOUR HOME ADDRESS', �- f i..i�� y TELEFIAONE # Horne Telephone Number -- � CIp/� ('¢. QMQI i NAMEOF CORPORATION: NAME bF,NEW BUSINESS :.�r/,4A _TYPEDF BUSINESS bl tl J2,P b RAI IS THIS A HQ ME OCCUPATION? YES ✓ N0' 3 Z ADORE "SS OF BUSINESS � QD �l s� rv�l�' �D AP/PARCEL NUMBER I O (Assessing) • I When starting a new business the' are several thPnrds:you must do in order it)be in compliance wli n the rules and regulations of the Town of Barnstable. =his form is intended to assist.yodin obtairing the information y6>jmay need. You MUST'GO TO 200 Main St.-(corner of Yarmouth" _ Rd.&Main street) to make sure youliave the appropriate permits and licenses required,ta legally operate.yiaur business in this gown. � g it 1. 13UILDING CO MI SION '9 OFFICE E This•nd`wi alh+s t`id a yr u i nt t � ertainm tis�vp. eofbus6ess. MUST;COMPLY WITH HO ME OCCUPATI � ) Ri ..'S .AND REGULATIONS. FAILURE TO: utho ize,; .• riot r C M T , 1.0 I-Y MAY RF S T S. I 2. BOARD OF TEAL This individual s bean inform d of the permit requirements that pei tiain to this type of business. Authorized Signature COMMENTS: 3. CONSUMER.AFFAIRS(t_ICEWiiNGIAUTHORITYj 1 This individual has been init,rme'd of the licensing requirements that pertain to this t e of business. S3 9 + P yp ' Authorized Sigrlature* COMMENTQ: i 1 ;;l Town of Barnstable ` THE T Regulatory.Services Op . - - Richard V. Scali,Director Building Division MAS& Paul Roma,Building Commissioner 163q. A�O� �'Drfo 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: Name: le-G h Qr,d Phone#: Address: 426 CAGyt Lr9 a AJ Village: Name of Business: Type of Business: tj -6 J9/--r'f A Map/Lot:. 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 4-1.4 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 font 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. - • NJhea�d#d be employed in the Customary Home Occupation who is not a permanent resident of the d 1,the undersign agree with the above restrictions for my home occupation I am registering. Applicant: ' Date: Homeoc.doc Rev.06/20/16 �ppIME A Town of Barnstable *Permit# NP p� Expi s 6 months-from issue date Regulatory Services Fee. '.5' 9 ' Thomas F. Geiler,Director � �p i6;q•. m �v TEDM1 Building Division Tom Perry, Building Commissioner ® 200 Main Street, Hyannis,MA 02601 X-DRESS PER Office: 508-862-4038 �� Fax: 508-790-6230 OCT 2 2 20 EXPRESS PERMIT APPLICATION - RESEYOUZU ONLY F91 Lc Not Valid without Red X-Press Imprint BARNSTABLE t is - Map/parcel Number 19 q 0,�!Y Prope 1 Address Residential Value of Work Owner's Name&Address �'l r '�'` r 0—a Q t Contractor's Name Telephone Number Z/ _60 � Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) 000 1-. ❑Workman's Compensation Insurance C�he ne: i LT 1 am a sole proprietor aZ _ ❑ I am the Homeowner ` tco ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roo fl ❑ Re-side ❑ Replacement Windows. U-Value (maxi?rum.44) ❑ Other(specify) *Where required: ante of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature Q:Forms:expmtrg Revised121901 V �e TOWN OF BARNSTABLE Permit No. -------.--_--------- 1 Building Inspector -� 9l siux�a Cash ----------------------- � OCCUPANCY PERMIT Bond ---____-_--___---_ "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 Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department 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. .....................................................1 19......_ _ .......................................................................................................... . ._ Building Inspector Lo r /7 r � /1 r � S .r ' M c NZ �i 4q . Lo r /8 Su THOMAS E.KELLEY CO. ENGINEERS—SURVEYORS e 1 346 LONG POND DRIVE ' faOU'x H YARMOUTH,MASS. 02664 �D CERTIFIED PLOT PLAN LOCATION SCALE . I.`=34! . . DATE -- t PLAN REFERENCE .41,07#146 Y� 1 CERTIFY THAT THE SHOWN ON THIS PLAN IS LOCATED ON THE tiROUND AS'SHOWN, HEREON AND THAT IT CONFORMS M THE SET" �I HE TOWN OF, DATE A PETITIONER: �Zlo3Z GISTERED LAN ZSUR R >. Asses r s mop and'lot number .. ...... -.......... .... .... O%THE rot SEPTIC SYSTEM MUST ......Sewage Permit numberC. ... c . . ....`... :..... ♦� f INSTALLED IN COM a ,/ Z LE, House number .. .7 ............................:......... .......`:..... WITH TITI.f BASHSTAD M1186 ENMIRONMENTA C 9'DE .A i639.a�•� v�2�"rc,�v�A t7 F F �MAY .. TOWN OF .A1�.Iil���TLEf-� BUILDING . 1. ,SP CT0R APPLICATION .FOR PERMIT TO � l �� l�G.SI��-1t! TYPE OF CONSTRUCTION . . D`-O 1�. . C 111 ......... ....... ......19. � F- ,.�.TO-THE INSPECTOR-OF BUILPINGS: .;7;, The undersigned hereby applies for a permit according to the following information: Location ............ ............. ............................. ......�.....:.. ... . ........../..`.s.......... ....................................................... ProposedUse .............l...Y..v..l��. ............................ ........... .............................. ................................................... Zoning District ...................................................................:...Fire District ...... Name of Owner .....�&—CZ*4 ... .... �� �...Address ./..�./V ... .....1 / /�/"C.U I �G../ �9�e -SJ^ ... . ..... . Name of Builder "G � 'J `'• �{ +.�`y� ..'`' :... "PIY V � ............. ........... Address .............. .. ............... ..... Name of Architect ................Address .. ................................................................:................ .................................................. Number of Rooms ........../..................................................Foundation C�.A/C/--e �.,r ............................................................ wao S Exterior f/Il � Roofing .......... . , h..c.�................................ ......... l •— �l/d,lJ ca .�7P1.......Interior ........... -C dL )zw Floors .... ......... ....... ...................... .......... 4 .. ..... ....... ................. . ............. . . ...........Plum ....................................................� Heating._.•. ..........� ................... Bing .:.: Fireplace .". .............Approximate Cost .5 00 0 Definitive Plan Approved by Planning Board --------------------------------10--------. Area .........:... ...........��7t Diagram of Lot and Building with Dimensions Fee �S SUBJECT TO APPROVAL OF BOARD OF HEALTH 14o,5e-C�ee, 1770 Zo Of G 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding.the above construction. ; Name Qilc, Landers, Richard 228 t N", 32. ..Permit for .. .......1...1...../2...............story... ........... single family dwelling ............................................................................... Location ..........420 Cap't Liiah's Road .............. .....0......Y......... ............... Centerville .................................I................................................ Owner ...&9 ....Richard ...................... ... .... ........ .. ............. . Type of Construction .............frame .............................. . ........... .................................................................... Plot ............................. Lot ................#!.$......... rua. :. ry Permit Granted .......Feb ....................2...........19 81 Date of Inspection .........................4"........19 Date Completed 19 PERMIT REFUSED -id...... ........................... 19 .................................. .................... ........................................................ fn . .................... .... ...................... t.......... . . .... .................... zi Approved ................................................ 19 , ......................................................................... ................. ...................... '914, �'f�/,,/off Assessor's map and lot number ../...f................. �............< T • �Of TN E tOfr Sewage Permit number .......... �.................................:.. House number 1r ,Z t f 1i BJBB9TABLE, i :............................................................... 94� M6 9. 0� 3 �0 �01910 a' TOWN OF BARNSTABLE a BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....... ....../<.....:S .......................... TYPE OF CONSTRUCTION ............................ // ? .�C j... ;,2c:.. ... ....:............................................ 1 y ................................................� ` 19 jfJ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: If Location ............ .. ...... .......... !..? .............. .................................. 'y Proposed Use ... Zoning District Fire District ........../.�..................... /............................ ,r ........_.-../.......... .......:................. . ........................ Name of Owner ..... `::�`� 1f� �1 ....!^�''. �/��:'.....Address f.. yl ... � ....�f /l U�y1 -i t%r.; =r ... .... .,.. .' r, lr E, bra r ,1 r Name of Builder ........... !........ .... ...�.. .�.r...Address ° .'... �. !.... / Nameof Architect ..................................................................Address ................................................................................... Number of Rooms ...........1....................... Foundation rrY .......................... .............................................................................. r _ ,• r ,, Exterior J / = f .........`:�..1.�..:f.......:.'...... ...Roofing ........................... ............................................ Floors / ..j�. -a1 mil' /� Interior /�1" `1... . .: ..-�.....%...j'...:�..yrl�...."............. ........... . ........... ................................ ............. c Heating ..................................................................................Plumbin g ........:-'. Fireplace - .....Approximate Cost s' . c� ".............................................. S Definitive Plan Approved by Planning Board ________________________________19________ . Area ..............,..........s................ Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH f ' foo ��_.vae.,;q_•r„r�+.-,a..�..c � w..,m�a __ra�_ w. «. r .w+�...�� _ •.,.. o s.....-.w._. w.�. 1 j �k 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. f �Name . ......'................. .��'.`. ........................... Landers, Richard A=194-34 1 1/2 story No ........228..'Permit for .................................... s ngle family dwelling ............................................... , Loca 'on 420 Cap't Li j ah's Road Centerville ............................................................................... Owner Richa.rd..Landers. . . .................................... .... .. . ........ . .Type of Construction .........frame ............................. ................................................................................ Plot ............................ Lot ..........#18............... Permit Granted February 2 81 Date of Inspection ............. .........19 Date Completed ................. ..................19 PERMIT REFUSED .................................. ......................... 19 ............................................................................... ................................................................................ n. .....................�.. .... ............................. ............Q. ....,...../. /,r ........................... Approved ................................................ 19 ............................................................................... ............................................................................... t. Z W 9 a m Top of 3ubfloor exlefing Top oF_&leb existing Cedar ehtnglee to remain ❑❑ REAR ELEVATION WALE: V4°.1'-0" /future) solar panels 12 O f= Q Q d iu ® 4 ® ® ® ® IBM ..... .... ........... EH �t U p ® Q To�oF 81 }ry!; UJ New Lap 8tdtng extettng etdtng to remain u Garage �� . FRONT VIEW ILd � O m i 1 I 20'-0" 3'-218" 4'-10" step down stem wall to Z allow slab to pour though R �1 01 ----------------------------- doonuay top of slab equal to top of stem wall top of Blab In relation to first floor to be determined on site to provide I I R I I I I I adequate drainage fl3)-1111/8"WL fbor�e pporf Inn iexisting hotbe walla p1---�-- --�---�' build stem wall and rooter to local codes I I I I I m : I t 14"LI4.ridge I I I thick r nforced slab �.--I-- --r-r--+--�— - - t7 I I I I I I I I I I top of alab be 3"below top I I I I I I I I I I of stem wall If drainage allows I I I I I I I I I I -4------------------------------------------------ I Z '- --i------------stuplxdoturt'stsm-wmlhta------ ----------------- allow slab to pour though . I door 16'-4K" h - -------- --------------- -- garage slab apron If deaired to be sized by the owner SECOND FLOOR and ROOF FRAMING ''�14Mt 1/4"•1'O" V i FOUNDATION PLAN U p S-1 V4"•I'O" 0 � z � O � ` 0 � 4 LU w (L O 1 . vented ridge Z l Insulate 12 step roof down 8 m to local codes, minimum False dormer overframe ' baffles to Irmure aoff(t to ridge air exchange Q eeiur um 14"LY IBM Hale hxtA 2.13 raftera'D'6 O.G. A\\ \overhang Faec(a 6"./- i to match exigling _ .pp— OFFICE WALL NSTRUCTION: 2xb• "O.C.,I/2"O.B.B.ehtg,building paper, xpp�nod._ 2x12 jolste e24"O.C. f.ri latg to local Code . ffi vented soffit Y _,gym 'm _ new garage i 4"reinforced conrcrete on 8 ml vlequeen, A SIDE VIEW on 4"compactable eubetrate on,compacted earth (site eteine alab elevatic") SCALE. 1/4"•I�-0" d rm SECTION A I SCALE, 1/4"=1'-0" 4 74'x 4'-Y Y-]x 4'-Y t'o'x B'4' Y.r x*-r O 4 Stairs to.office above }- - 0 � 0 � d v $ Y-r lu 3 Interior walls not shown o ----------------------------------------------- Lu new Gzara a rr�u windows N Q 3'a Q 111 Ya'x 4'-Y Y.Y x 4',]' 7a'x e-;r ,g .v U LJ lu o E3 I FIRST FLOOR PLAN O I �Oz