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0284 WAKEBY ROAD
.....�. ...� i+r.r� +•wr....� �,4.-..-r•n+�..w,. .�trA'ti'^�'^ "r,R'r..I�...,�a""�--+.+.h."'�^�"rh'�� ,. ...+ ' ....^r. v i �"E Town of Barnstable *Permit# - ryes 6 months from issue date Regulatory Services Efee MUM9rABLE, t►snss. Richard V.Scali,Director jjr ' 039. ��0 Building Division A Paul Roma,Building Commissioner l`/OVfj�q O 200 Main Street,Hyannis,MA 0 CQ���E 0�?016 www.town.barnstable.ma.us � Vj 0� �I,2 Office: 508-862-4038 %,, Fax: 508-790-623 EXPRESS PERMT APPLICATION - RESIDENTIAL, Not Valid without Red X-Press Imprint Map/parcel Number �4�j s V Pro r'yAddress 7,i9Y w(VM-6y �0/0 1 ' NZ,57 t "UN6 )t�[S Residential Value of Woork$$��1.5-0 U,00 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address J t� �-4- O"0 Contractor's Name Telephone Number't74`14V`a 4 n Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor XFI am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Re est(check box) �, Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to /RQlnUJr &N9f'�D ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNAT h Q:\WPFILES\FORM u i it form XPRESS.doc 06/20/16 -77ze l✓ommompenhh rzf Mawadrnsdfs Departm mt of rnd-aYJnid Acddads Office Of 9Wia rs 600 Washington j4wf _ Bosun,MA 02111 wivtv-masmgovldi a Ww1mrs' Cunipeniafian Iusu-ance A,ffida BaiMerslCantractars/EIectricians/Phunbers App kam#Infurmafran Please Prim E,e Iy Na= Address: Citylstahtel Pl OUD Are you an employer?:fkeekthe appropriate box: Type of project(required}:. I.❑ I am a employes with 4 RT I am a general coaioctor and I • employees(full audfor part time). * have hiredthe sub conactoas 6- [:]New oorlst�cFion 2.El am a sole proprieta r or partner- listed.on the attached sheet. 7- ❑RemadeHng. ship and have ao employees these sub-cofactors have 9. ❑Demolition wa icing fair me in any capacity employees and have wadoers' INo arbeW comp.insurance ar comp-m '. l 9..❑ w- Building addition required-] 5. ❑ We are a corposaiion and its M❑Electrical repairs or ad&tions 3.❑ I am a homeowner doing all work officers have exercised thek 1 L❑Plumbing repairs or additions myself o workers' tight of exemption per 14 M 1? repair in required.]i C.1.52, §I(4�andwe have no r.El Roof employees.[Nowoda=x aEl other comp-insurance required.] ;Any a Bczn t9mt cbeclssbos#1 mast also fMa ithe sectiombelowshat4iug deirvm&es'ca mpenm&npclicy iuffim=Pi= Momeaamera who submit this af5darif i-Errtimg they am doing all want auxd_&=hie outside cautc tors—st submit anew affidareft'indirstina sadt rComttac' ff3zt cberlctlds bout mint attadi as additinnQ sheet ShoWiag the name of the s¢b-r�and state whether arnot those eat b.we employees.Ifthesab<=.=crambmemplayea%dwYmut•pmvidetleir trarken'camp.policy number- am an eiaiplger fliat is preauiducg ivorkets'cotrrperasrdiart ntsaaraarce far my earpFaywes BeIoev is tine ptrtity and job e information. Insmmnce Company Name: Poficy-,4,-or Self-im JUc-:` RKpi mtionDaie: Job Site Address: CitylStafell2sp: AC#ath a-copy of the workers'coanpensationpolicy det laration page(showing the policy mtmber and expiration date). Fare to secure coverage as required under Section 25A of MGI,c 157—can lead to the impositi=of criminal penalties of a fine up to$I,500.00 andrar o6i,:: tir imprisonment as w&as riiil penalties in the fozm of a STOP WORK ORDER and a fine of up to$250-M a day against the violator. Be aathised that a copy of this statement=ay,be forwarded to the Office of Irsvestigations ofthe DL4 for insmancce coverage verification. Ida keraby csrtJF under the and p8mattl?es sfved iu y thatthe informa&nprovit ed abm a fs true acid tarred OBiciai use atnly. Do not eTa&e in dw area to be completed by tally artown ajorciat City or Yawn: PermhUcense;ff Issuing Aaflority(castle one): L Board of Health 1 BwMmg Department 3.CitylTown Clerk 4.Electrical haspector 5.Phmbi ngg Inspector 6.Other Coact Person Phone#- 6 formation and Instructions V Massack=eft CTe=nl Laws chVfrr I52 requires all empIoyers't o provide wacl r&=3:?MW =for fbeIr ersployees. Pmsaant`to this Vie,an anpIvy='is defused as`�—ev=Y Person in fhe scavi.ce of another under airy cce art ofhirr, express or i replied,oral or wriftem" An evTIvyB is demmed as"air ink ' •;al parine�,assoc fi6A corporation or other legal entity,or any two or mcne of the foregoing engaged k a Joint Cnf Mpzise,and inclndmg the legal sepreseoiafrves of a deceased employer,or fhe receiver or trustee of an individnal,per,associaban or of m legal entity,employing croplayees. However the owner of a.dym i ng bonne having not mare tire tbrw apa dmmd:s,and who resides fiieteia,or the occgant of the - dwellmg house of another who euxplays pets to do make,consUnct on or repair wo&on such dwelling house or on the grounds or building appurfeaarrt therein shall not becanse of sash employment be deemed to bean cznplo7m" MCHL chapter 152,§25C(6)also states that"every state or local licensing agency shall wifbhoId ffie hgs1aance or renewal of a license or permit to operate a business or to constrict buildings in the coiumoavirealth for airy applicanf who has notproduced acceptable evidence of compliance with the insm-ance.coverage requnech" AddrdDnaIly,MGL chapter 152,§25C(7)sbdes-Neither the nor a'uy ofits political snbdrvisians shall enter info any contract for the perfonn.ance ofpnblic woricunia acceptable evidence of compliance with$e insm-anr-e.. requa-ements of this chaptcrhave beenpresentedin the confracfiag authozity_" A.ppIicants- ' Please fill out the workers' compensation affidavit completely,by checking ac,bones that apply to yo=siination and,if necessary,supply s nam s , es snd a numb s along with then certificates) of sub-fir() .�) �� ) Ph°n er(). insurance. Limited Liability Companies(LLC)or LimitcH abi7ity`Partnenbips(LLP)wilhno cropIoyces other than the members or partners,are not requirrd to cairy walkers' can3pensafia n.insmsnce. If an LLC or LLP does have employees,a.policy isregoired. Beadvisedthatthisa$tdayitmaybesabmitedtotheDepMfMCntoflndnsiiial Accidents for confirmation of msrz-m=coverage. Also be sure to sign and data-the affidavit The affidavit should be mtnmed to the city or town fiiat the application fur fhe peanit or license is being rrquesled,not the Department:of ; Luhmf jal A e=dets. Should you have any questions regamg the law or ifyon ate req m-6,d to obt am a woi3o~rs' compensation policy,please call tip Department at the number listed below* Self-insured companies should error their self msmance license umber on tie appropaate line. City or Town Officials Please be sure that the affidavit is complete and prided legibly. The Deparment has provided a space at the bottom of the affidavit for you to till'out in the event the Office ofInvns has in coiaactyouregaidmguhe applicant Please be sm a to fM in the peonit/Iic=e rnnnbes which will bo used as a reference niimber- In-addition,an applicant $at must submit nlultiple pemndlicense applifafiens in any given year,need only submit one affidavit indicating cum eat policy information(if necessary)and under'Job Site Address"the applicant should ware"all loons in (city m_ town)-"A copy of the affidavit that has been.officially stamped or marked by the city or town may be provided to applicant as proolrtli a valid affidavit is on file for fatal putts or licenses Anew affidavitmvst be fMcd oft each year.Where a home owner or citizen is obtaining a license or permit not related any business or commercial ventzn'c (i_e_a dog license or permit to burn leaves etc.)said person is NOT regnired to armpIete fats affidavit The Office of Investigai:ions would Blue to thank you m advance for your cooperation and should you.have:any questions, please do not hest to give us a call. The DeRTtaezifs address,telephone and fax number_ ThaCoMMMTM1ffiE of MWMcl MCM . Depaitnmt Gf a1 Accidents - �Ce of X�fio� 6Qs4��ngban Sir�e� . • $os�o-r4l�fA E�11F Tel.4 617-727-4900=ft 4€16 or I-977-MA SSAFR Fax 9 617 727 7M xevised4-24-07 - gUgfdia EVE Town of Barnstable Regulatory Services ILWI� Richard V.Scali,Director i65� Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 ComProperty Owner Must plete and Sign This Section �,f Using A Builder I , as Owner of the-subject property hereby authorize to act on my b in all matters relative to work authorize y this buil ' permit application for: ( dress of Job) **Pool fences and are the responsibility of the-applicant Pools are not to be filled o utilized before fence is installed and all final inspections are perfo and accepted. Signature-of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS Town of Barnstable r Regulatory Services oIFTME Richard V.Scali,Director Building Division f Paul Roma,Building Commissioner e ��� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: C I .2- 1(, nn(1 JOB LOCATION: vY\T IN L v JAI �++�` 1 �MP&S TON N� is number \ U village "HOMEOWNER": � 4 �• c J V L � 1_Lf�� OBE I. - name I (, �/C home phone# work phone# CURRENT MAILING ADDRESS: Z�"T Vj "�7 mc,-7o"Ss mA� cityhown 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. 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. U Sign e f m wn 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 shalFact 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 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. Q:\WPFU,ES\FORMS\building permit forms\EXPRESS.doc 06/20/16 27m Comrrrompeaitbs qf3&Ysadasetls DaParhffmf o}' strialAcd&7n , 09we ofhWzMU9a60ns. ` 600 Wasbsureort, 4` wt. Anton,MA 02111 WCWIMrs' CUn3pensaiianInsn-mxce off d,ayl- -Ruijdersi(�ntr=ctUrs/El cfticians/p hers ut' #Infcrrmaan Please Fries E,e� Y Dame &�P6 l C G�13►y!/22r10 City/State ��/`� PlWae Are you anernployer? ecktheapprapriate om L❑ I ant a eoaployer v2rtb. 4. ElI ama geaesal conhsctar and I Type of project(regzireq: Ioyees(fizll andfor par�time�* have hired the sub casadtozs 6- ❑New constcut-Eiorz Z. I am a sole groprie, argart¢er- listed authe aEtzfched sheet` 7. ❑Re�aaode g aad bare no eanplcryees These sub-cone actors have ❑Demolition waking forme in any capacity employees andhave wogs' �t�� [NO wodmm'caxop.ir�ct mace Comp-insumnc&I g. ElBuild �addition recluiied 1 S. We are a mrporatim and its 16-❑kcal repass or ad&fions 3.❑ I am a homeowner doing all weak officers have exac sed their 1 L ❑Plumibin g re Pairs or additions ' myself[No workers'comp- TiF�t of esea3p6on per TM(M L_❑Roafrepais ir�nce required-]i c.152,§IM andweT�e no employees.[No Wadmrs, 13-❑other comp.kmnmce regaiir ] ;AMY$PFHDMt6=tchedc3b=fflEstarseffio thesechioabeTair �eQwosices'm��•ofi,..po iy�uo� sx,.��,,�Who sabot Elvis a�daea i c y fey medal RU WC&gad H..hExe aweca�c��st sn5mitanewa�d�c mdi rGa sffi�d�ecY tlds bmc must xURd sd ea addi�al sheet the e • sag nmxeoElhesa��-c®L�gmidstatecrLethetarnotthnsea�tFec1?a•� empty}ears.Ifthe snlz to-a shame emgTnF s,Efie3'ffi F� theiry a ackas'imp.policy--h- I am are eihpI,jw deaf is pratzdirW nrorkers'eaarpensrrfian utsnrarma fur �r pfa} ea; BeTnty is Elie pa�cy arrd joFi life ircform�n, Insumace Company Name: Parity,4*'or Self-ire Iic- as Daf Job Site Address: City/Statepz�P: Attach a copy of the warkere compensationpolicp declaration page(shatving the poTicp mmEber and eipiration date). Failure to secures coverage as requinAunder Section 25A of MQ.c 157 can lead to the imposition of rrimmai pies of a fine up to$L500 OU andlar one-gearimprisonmeud as Well as civil peaalties,in the foaa cf ao STOP WORIK DRDERand a free of up to$250M a dap agaiest the violator. Be advised that a copy of this sbdema t=zy.be fimvarded to the office of Iuves€tations of the DIA for i„s= ce coverage vmdffeation- I zre he r Wby cerhyy nudsr tJt as and rp that thir irrforma€r=prarHzd above isshua and correct Suture: r Date- Phone Ovid ass only. Do iuwt``rite in this area,to he calspleted by clip artoirn o;YZcrat City or Tawm Permiff icense f IssamgAzlhurity(circle one): . L Board of Health 3.Buffffing Deparhaeuf 3.C ts/Town Cloak 4L Electrical Inspector S.Phzmbiizg fm 6.Oflaer F Coact Person: Phont#: 6 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' Map U TS Parcel O o �� ' Application #,U'�LO Health Division J® �� ��� Date Issued 944, Conservation Division 3S 4k�. Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Ao p� Historic =OKH _ Preservation/ Hyannis Project Street Address 7V4 LAJ W��� Village Mkt b7uNJ:) 1 Owner _:Y `t`l l� �y�{�J�J� Address Telephone '®�119 Permit Request ®Q 100� 0,AP_ 6 a tOK—. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 7ob Construction Type J� i Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 957 Historic House: ❑Yes 4 No On Old.King's Highway: ❑Yes ❑ No Basement Type: � Full ❑ Crawl JWalkout ❑ 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 XOil ❑ Electric ❑ Other Central Air: ❑Yes YNo Fireplaces: Existing New. Existing wood/coal stove:46 Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size Shed: ❑ existing ❑ new size Other: 9 9 9 — 9 — � Zoning Board of Appeals Authorization ❑ APp eal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) c Name Giny Telephone Number /� Address License # lc_— 9W Home Improvement Contractor# Email r Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE G� DATE — ���� r FOR OFFICIAL USE ONLY APPLICATION # y i p f DATE ISSUED ' MAP/ PARCEL NO. _ ADDRESS VILLAGE or F OWNER DATE OF INSPECTION: FOUNDATION k FRAME k INSULATION FIREPLACE ELECTRICAL: .ROUGH FINAL ^ PLUMBING: ROUGH FINAL GAS: ROUGH FINAL f FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. A DWG Guide to Woad Corts-&-rrr_tdorr arr Hi ,A Wkd Areas:110 Mph end Zone Massac-iusetts Ch ack�t far Co mp�i�ce-gso c-fiiR s3o t I.I)` - - i chmprmry 1.1 SCOPE. - _ ' V&d_Speed{3-s 91s*_ 110 mph VVU'd Espomzre Caiegmy B 12 APPLIGA131(11Y . --- -'---NFmiber at=Stories(a roofiusrlvr3i exceeds B iri:'f2 slape3haII be wnsidered a sinry} sbries 5 2 s[aries - - - -- RDbl P110:11 — (N9 2) 512:12 ' Mean RDDf Height - (Fig 2) _$!q" Building Width,W (Fig 3) _ft 5 80< Build.g Leng1h,L - _ (Fig 3) =ft s BD' Buiding Aspect Rafo UJM _ (Fig 4) "9�1 - Nwnhsal Height ofTallestDpeem-gz _—(Fig4) cCB' S _ 13 FRAhdIAIG CONREC7nGNS _ Genera!mtnplranEe vv�ft fiarnirig ronneagons_ (Table 2) --- . 2-1 FOUNDATIDI,( ' FoundaBon Walls meeting ragruremerh;of 7BD Ch/1R 54D4.I .- • Canes__--.__--___._.._---------.-_.--- ..._._.._-------------------•---------_._.____ . CancrEb--Masonry----- -_-- _ 22 ANr_HoRAC=ETD FDUMDATIQft1.3 5lB'And�Or Boltstimbedded or'S/8"Proptieiafy hlfechaniral And'rars as an alfamafrve in eanq-ete an[y ' BDtt Spacing-general.-• --._.�.-_..-- (Table 4) in. Bolt SFacirg from endrD'mt of plates (Fig 5) Bolt Embedment-mnmmb (Fig 5)__ _ in.y 7' BD1t Embedment-masonry _ - (Figs) ' _ in->=i5" - PIat--vvasher. (Fig 5) —>Y X 3'x T 3.1 FLOORS Floorframing member spans du ciod (peg 730 CMR Chapter 55) ' Maxhn=FIDDr Opening OimenSiDn (Fig Full IlE ght Wag Studs at FbDr Dpen ngs less fhan Z fham Exb:.,i-iDr Wad(Fig Mhoint:n FIDDr Joist Setbacks . SuppD frog LDadbearing Waifs or Shear►araU (Fjg 7) Maximum Carrfr avwt ed RDDrJDhd3 , t- Stzpparfmg LDadbearing Wags Dr Shmrwafl---(F)g 8) -- _ft c d -Roor.Bracing at End 9)_ . FIDor Sheathing Type -(per780 CMR:Ctzapter 55)-_ Floor Sheathing T Icimess '-(per 78D CMR Chapter 5:5) in FIDDr Shearing Fastermig_ _ (fable 2)_ d nmIs at in edge/ in field 4.1 WALLS Wag Height . - Loadbearmg waus {Frig 1-0 and Table 5) _ft 51 D' NDh4.oadbeating walls_ (F►g 10 and Table:5) VW Stud Spacing - -(Fig 10 and Table 5) _ins Z4<ar- Wag Stnry DffkEd6- (Figs 7&8) _ft c d 4.2 r=YTERIDR-WAL& . • WDDd SfudS _ Laadbeatiag�%ralts _.. [fade 5) .._.mac -_$_in. NDn-[madbearing walls -(fable 5) _ 2X_-_ft_h. Gabie End Wag Bracing t FUJI Height Endwag Studs —Fig ID) VVSP,Atffc FIDDr Length [Fg 11) _ ft�Ye<13 Gypsurn Caihng 1 [if WSP nDt used) -(Fig 1 t) _ft z 0-7m and 2 x4 Conti=Lm Lahrd Br&a @ S ft a.c---(Fig 1i) •.._.._____.__...__.__ or t x 3 cerTng fi=bg strips @ 16`spacing-a*L vA 2 x 4 bbaking @ 4 ft.spacing in end jarst orhms bays DcFable Top F'lz& Sprite Length (Fig 13.and Table 6) _ Spri-DDnnacEDn(nn:of 15d mrfv n nwis)' tTabie 6) — i .4 FYC Guide fo Hroad CarrsfMdfvn ifi Aigft FYtr&Ar'eus: 110 Inpil"wr-zrd zone ' 'Massachusetts Checklist Chee for ComgHance ff90 Crt•'fRs301 rs3j Laadbearing V&U eonnecson.% Lateral (na,of 16d common nails) (Tables 7) . No,n-[nadbearing Wall Conneclions LafEral (no.of 16d common nads) (Table B) -- f_ Bearing Wall Openings(record largest opering but check an openings for compliance to'fable 9) Header Spans ( able 9 it (Table ) - in 511, Sm Plata Spans able 9)� — • FLA Height Studs (nix of"sf6 ) (T Non-L ad Bearing Wan Openings(nerd largest opening but check all openings for compliance to Table 9) (Table 9) ft' in..5 1T SM Plate Header Spar. -- _ (cable 9)_ _ft_in-51 T Fut<Height Studs(no.of sivds) (Table 9) _ - ed0nioryVall SheaBiing to Resist Uplit and Shear SimultaneousV A ff&nurn Bunlding Dimension.W Nominal Height ofTallest OpeningZ ----------- — P -- note 4� Sg�anrlg Type--- - - (Table 10 or note 4 if less) - - acibg Field Nail Spacing..— (Table 10) in. Shear Connecfion (no-❑f16d comm❑n nails)(Table iD).- _ — percent Fuff-HeightShealhing. - _ (Table 10) 5°I Addr3orial Sheathbg for Wag with Opening;-SW(Design Concepfs) 1,/a4mu rr Buj&ng Dimension*L hlominal Height ofTaltest Dpening? _------------.--.._.._------------ .. — e (not--4 • EdgSheathing Nag Spacing- Crkble 11 or n❑ta 4 if less)— A?- Field Nail Spacing : (fable 11) M. Shear Connection(nm of 15d common nails)(Table 11)—. _ pest Fu11-Height Sheafhing (fable 11) — 5%Addifiorof Sheaflting for Wag wrlh'Opening Y 6•B'(Design Concepfs)_ vv4- Ctadd'mg - - Rsfed for Wind Speed? _ 5-1 PODFS_ s useAWC Span Tool.see 13BRS Websiia) Roof frarmii rg member spans ched�d? ( Roof O�Sang — -----(Figs 19)—. ft der of Z`or LB Truss or RaffBr Connections at Loadbearing Wafts proprietary Connectors plf (Table 12)_ _ Lard! (Table 12)_ Shear (Table 12) S' pft Ridge Strap Conner<tions,if collar ties not Ased per page 21-- (Table 13) T= pft Gable Rake Olttiooker (Fgw-a 2D) —_ ft 5 smaller of 2`or LIZ ' Truss or Raflmr ConnecBmis at Non-Laadbeating Walls Proprietary Connectors m- Uplift_- • (Table 14) Lat Eral(no_of I5d canunon nails)-(Table 14)---_.-.-.------_.._---_. lb_ Roof sheaif ng Type (per7B0 cNa Chapters 53 and 59)._.._._.._- - Rnof g Thickness - —in_ 7l16'YIfSP Roof ch�g Faste Ting (Table 2) _ - — Nofes: •1. _ This cheddst shall be met in rls enfirefy.m=lUdmg.the spefia exception noted in 2,to comply the retluirernents of TBl}ClJiR5301.Z 1.1. Item 1. ff fhe cheddist is met in its entirety then the fgllovvurg metal straps and hold downs are not required per Ilia WFCM 110 mph Glide: ' a. Steel Straps per Fgum$ - b,' 2b Gage Straps per Figure 11 - - r~ Upmt Shops per F>gcn-e 14 cL AU Straps per Figure 17 _ EL Stud Hold Down per Fqure 1Ba and Figure 1Bb _ 2 '�ptim-C Opening heights ofup.� B$shaII be permittedtivhen 5 is added the percent 5�Freight sheathing .requirernertts shdjAn in Tables 1 D and 11. 3- The bottom st7i plate in exbirior wails shall be a mkft=2 in.nominal thickness press treated#2-grade. - ,3 - — _ -AFFC Guide to Xood Corrv&aa dzr ur f{r h RladAreas_110 ntph I-P1rr7d Zo'ze ' Massachusetts ChecIdLtfor CompbancL-CBQ mns3Di-i T- r 4- - - a. From Tables ID and 11 and Iocafion of wall sheafhfng and gulldmg Asper#RaSo.determine Pexzerrt FU&HeSght- Sheaffing and Marl Sparing requirements . b. Wood Structural Panels shall be mtmm7an fhldmess of 7116'and be installed as fDtiotZS: - - is Panels shall be hs:Wad Wilh sfranglb azis paraifel to studs. I X horimnfat johis shall ocmr over and be marled fn framing. _— UL Dn single slnfy mnstruction.panels steal be a$ached to bottom plat-s and tap.inember of the double -- - ----_--.___.._. ... _i�r Dn f�vo sfnry ciion..lJPPer-panels.shaifbe ahached.toAd top member-of the-upper double top-- --- plate and to band joist at bottom of paneL Upper aftadvnent of lower panel shall be made to band joist and lower attachment made to lowest plate arf first ffoorframing. ' V. Horannfal nall spacing at double top plates, band joists,and g"udegs shall-be a double raw of Bd staggered at 3 inches on cerder per figures below:Vey and Horhmnfal Marring fbr Panel Attachment S. Glazing prvteSorr a)trew house orhDJznnW addrfion—required Fprnjecris 1 m1le ordosaria shore(generauy.south of Rfe.ZB or north of Rfe.6) b)verficai adddron—not requVed Unless there is pensive renmrADn iD the fastfiloor c)repiarrment-vruidous—ne�is energy t-onsesvafbn cDmpWce only(chap 23) ' S.Wood Frame Constrvaton Manual(',+erFCM)for 110 MPH,Fxposurs B may be cbtalnei from the Americ2n Wood Caund[ (AWC)wabsiLa- V - - ' z-cHss�c�srsc�ar - . � ITi43>�iG[isF�d IIISiLS: - -ATW*— • it ,t G _ • tt u o i tt ,1 t r t • - tt tt� * e Q t ri ~G L ti xt 'f l� to t l t7 , i It t r- , �i `l , XL :! l �` ' ` t .. ,t t tit ti I' � ! • t` LE LE - t . s _ - t ' o If l tf t t t .2 t STAGGERED- -AN PANEL � [i r • i Y •` � �'l�. � i t 4! gQr1EEEb44VE E]C 5?IiCZ c i L l - See Defy on hlexi Page Verild and Horizontal HalTrng , V=fml mud 1JD1hDntEl NaiCmq for Panel Attachment far P:Enel Affarzllma�rif _ 17re CarurartsrrfPeah*of-Massadruset& DePkrbMent afludrrslrialAt:cidertts 09we q0".W1sfigatians. ` 6500 Waslsurgiow&Peet. Bastoni MA 02111 . +v�v�azmas��cvv�i�ia • WarIcers' CcnmpensatianIusIIr; ace Afff Builder ContractarslElectriciansd3hm..be APPIicau#Iufanmatigu Please Friut Ems,.ply Na Ad&e 4le- f 0 Cityfstatelig �� Phflae Are you an employer? ecktheappropriate a= I_ElI am a employer with. 4. ElI am a general conftsctor and I Type of project(required): yee3(fan a=Vor part-ime * lmve hired the sub conkasfos 6. ❑New construt�fi� 2. I am a sale proprietor orpartarr- listed onthe attgched sheet 7. El Remodeling and have no employees These smb-co fractos!save 9- E]Demolition wod-Iag forme in any capacity employees and have tr+ worms' 9. El Butldtag addition Worimm'comp- ==5 comp-msurarr� recluized j 5- ❑ We are a corporation and its 16-❑Electrical repairs or additions 3.❑ I am a hnmecumer doing al wok officers have exercised their 1L0 Plmmbingrepairs or additions ' srrysdf[No workers'camp- r1&of exemgfi m per M(M L.❑Roofrepaim n�areT ired-1 i c.152, §I(4h and weliameno employees[No works=' 13-0.0ther cones.;ns ante #A=Y APpliCMtthst ChedSbos R mast also fiIlouEthe settianheiowshmdag�irworkest m�A.�fi,..poycginf�aa� #�eparaea who snta�t skis af5da�lu�cltisrg th=y rise dais S1F Wad and men.}�Cit<IIdi CDII�aLmSIlmst submit a nem ai�d2Ylt IndlCab.�rnrx ' rCanmu�ss&ist d�ecYtlds box mast a#terhea as additi�al sheet avmiagthenxne of the sab-dash mxad state wheths or nut thnse emadesh1ve empb3,ees.Ifthesub-contactumj re=Tjoyees,the3'=+S'P=%-2efiLek warkme�m P. PolicS I am are eriiplapsr that is pratadurg workers corurpertsdivrr irrsurarrca far aty¢arpfvJ'2es Betoav is file pvEcy and jab site irrfarm�liott • " Insurance Company Name: Policy 4 or Self-im Lis- Expiration.Date: i Job Site Address: City/Statel : Attach a copy of the workers'comrpensationpolicy declaration page(showing the policy number and eeipiration date). Failnre to secure coverage as requimdunder Section 25A o€MGL c. 15�7 can lead to the imposition of criminal penabiees of a fie up to$L5ODOD and/or one-gearimprisonmmf as W&as civil peualf O-' Jn the foaa of a STOP WORK ORDERand a fume of up to$250-04 a dap againd the violainr. Be ad-ased 919 a copy of this zhtement may be forwarded to the Office of Itrvvestigations ofthe DIA for insucmce coverage,&m ifrca#icn_ Ida herby cerhyy uudmr ftpahis and t}�flrattlrs irrfar=atrmrpror-wW abarrs h;hue mid correct Siewture: Phone 19 Offidat rw mily. Dv rwt write is dib area,€a be cvmpfetesd by cap artolpm officiat City or Town: PerndtUcense;9 Issrmtg 4ufiwrity(c h-ciea one): L Sward of Health BWIdiag Department 3.CRylTown Clerk 4�Electrical Inspector S.Phnnbii g Iuspector 6.Other Camtact Person: Phonic#- - - 6 � Information . assacl sets Ge:'n-al Laws cdzaptea 152 regones an effiployras to provide woh'compeasafion fnz f r-=empIcryee s. pms¢�to.this siaiufe,an �Tayse is defined as;eR�Peronin$ie seavicD of another nadrr any co�ract ofIse, ` C:Xj�ar iozplied,oral Or =' • associafiim,c�mparafion.or other legal entity,or my two or more An�Ioy�is defined as an m�vidrlal,p��, eaiives of a deceased eanplayet,or the of tie:ffirego���m a Joint eoteap�-se,and incbidmg e 0 Legal Fepres loyees_ 133owc r t the rwzivea:or t wt=of ao.individual,p associaf2on.or othesIegal entitY,e�PkYmg oftbe - bpusehaving not more than three apartments and who resides therein,or the occupant house owner of a.dweI�g comstra�i on or repair wort-on such dweIhng g bovse of anger who esupIoys Persons to do ma. 1 be deemed to bean e�ployen" or on the gFo�da or bt g �ihcmtD shallnotbecamr of such es� oyment MGI.chap § C(� state nr IocaI TJreusmg a gency shallhaId'he's or ter I52, 25 also stems f every m the c D—Dnt�sealth for any renewal of a hcex a or permit 60 operate a baseness or to c�oDsfr act buodizig� cc.cove.rage requirrct" plicanfwh.o has not produced acceptable evidencz of comPEance with , ap poIitical snbdiPisi®s shallAdditionally,M TCZ-chaPter 152 §25CM states al�Teitber the nor� ce of he wooc=E aceptable evidence of�pliancewith the insurance• enter inin any contra- for the p Pub �hoiity_" req�r�e f of this chaptm have been p=�d to f as co g A pP1?ca'rts eosation affidavit completely,by g the boxes�apply to your won and,if Please fiIl oil the �qo�s'comp es a=mber(s) along�thei-certifr�(s)of necessa L supply�contrac6or(s)name(s), address( ) Io ees other fhan the Liability Comp (MC) s, withno e� y msm'ance. Emoted- awes or LimitedLiabiIitY'Paz�biF (�) to cry work s campensaimn rn srnmm If an LLC or J12 does have meztibers or parks,are not be m fa the Deparfinent of Indnstnal empIoye�s,apolicyisregIIired Beadvisedi3>af this aftidayifmay Accident mr cone of �coverage:- Alsa be sure tD sign and daieae af7idavit The affidavit should mestA be reined to-Le city or town that fhe application for the:peanit or license is being req nottheDepartmexd of n���,�fi�r<gardmg flie law or ifyon are rimed to obtsm a worms' Tnc tr sl AC;dde�ta. Shao.Idyo a cries should en t rx their compensaoonpolicLplease call i3ocDepartmentatfben=berlisiedbelow Self-insoredaamp self-insurance Hic e,nmnber an.fhe Mxnvpdatc ac. City or Town OfFicia Ls Please be sore fbat lfle affidavit is camplefE andpra�ed legmly. The Departmenthas prov a ided space the o_ tt avtfor youeD fill Out inthe event fhe office oflnvmfigaoo=has to cold tYO` - g applicant of ease a _ PleasebesUzeinfMiatiepen io / censern�nberwhichwdlbe, 'dasaref ��b r. -m-aaffid vititio T����gcat that must MbMt mnlliple penniVHCeM0 applit�Qns is any given yew,need only sabnoit policy infounaiian Cif nay)and under"Toes�Address"the applicant should write-aII locatians is L to the town)- A spy of the-affidavit that has bey officiaIly stamped or mazked by tb e 'or town may P eed or or Pice�ses. Anew affidv-jtxaust be filled out each applicant as proof that a valid affidavit is on file far fr e.p bps or commeacial vext= year.Where a home owner or citizen is obfaiomg&license or pe:= not' 'den any (ie_ a dog license or permit to btu leaves e�•)said Peron is NOT r�r&in complete--affidavit : The O$u;e oflnvestrgafi� would Ijim to tbaOk yoU m a&mca for your coopedion and should you have any Q ons> please do not hositatO to give'us a call. i The I}eparimenf a address,tnlephane and fax rmmbea: y '�cam a of ssac-,1� tfs mt cif lid ZAcci��n c�of Dvediga#= anstold �Qs�I�fA f�1ZZ • . •Ted..#�Z'� -4�eat��Qr 1-�`r�I�f A� � . Fax#f Z7 727 7M g.av cd.4-24-07 m�� Town of Barnstable • Regulatory Services �VHQE Richard V.Scali, Director Building Division HAWISTAMMMASS Paul Roma,Building Commissioner 63ig6 �.� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: Please Print . JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: ciwwwn 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) i The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official i 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'ezempt 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. Town of Barnstable Regulatory Services Richard V.Scali,Director 39- 61 Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I �cQ`G`7 b �J� , as Owner of the subject property hereby authorize \�z to act on my behalf; in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final . inspections are performed and accepted. S' e f er S *tKig4of Applicant Print Name Print Name Date Q:F0RMS:0WNERPERIv0SI0NP60LS ,t'. C��ie c0ovrvnwaur�ea�/ aaaaclu,&d d — - �\ Office of Consumer Affairs&Business Regulation License or registration valid for individual use only OME IMPROVEMENT CONTRACTOR I before the expiration date. If found return to: UIP egistration: ,• T5:1420 Type: i Office of Consumer Affairs and Business Regulation xpirations: 2€r2Dg DBA I 10 Park Plaza-Suite 5170 `_ -=-- Boston,MA 02116 BRAD'S HOME MAINT ANCEt 5- BRADFORD INKLEY:,"i I ,q 33 LAKE ROAD W YARMOUTH,MA 02679' -" Undersecretary Not id without signature r. _ I of�y use grpIIp 3)of °��b�c feet�991m �nrest��cte.: 35 p00 i tcta�n less f�n � ' •• • ' '� � CQ ed spapeJ ;�. - �enclos, assachusetts dKion.of the M Ucense 1 is Y, s a current a re�4Ior"O��h ��.{ v :_Go DPs;or A i �'Fadure to posses ,e is cau$e for -,� ass• �� Cod M I %ateB�Xding �formationv�s�t uceosing._ _ 81 a'ssachusetts'-De�partmen{p of.Suildin IF pub F. :.' 9 RegWalions and "'_::z• .. !,. •:-Q Ftruci;;on an ' Su d R: co pe rv75or c ' License: CS-0 ` Ir 92159 �.. :31RADF N IN L E . RD 7 �.West Yarmouth MA 0 OF Gortirrmis+&Lochner• Pff r • GENERAL NOTES WOOD FRAMING NOTES 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL, 1.ALL FRAMING LUMBER SHALL CONFORM TO THE AND PLUMBING REQUIREMENTS OF THE OWNER,INCLUDING THE FOLLOWING GOVERNING LATEST EDITION OF THE AFPA"NATIONAL DESIGN STANDARDS: SPECIFICATION FOR WOOD CONSTRUCTION",AND SUPPLEMENT"DESIGN VALUES FOR WOOD A.THE MASSACHUSETTS STATE BUILDING CODE,8TH EDITION(RESIDENTIAL BUILDING CODE FOR ONE CONSTRUCTION",LATEST EDITION.MAXIMUM AND TWO FAMILY DWELLINGS)BASED ON IRC2009 W/MASSACHUSETTS AMENDMENTS,AND ALL MOISTURE CONTENT SHALL BE 19%.2. OTHER AGENCIES HAVING JURISDICTION. 2.PRESSURE TREATED WOOD MEMBERS USED FOR B.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS, PLATES,ETC.)SHALL BE PRESSURE TREATED WITH 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ACQ PRESERVATIVE,OR APPROVED EQUAL,TO ROOFS,WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL WITH AWPA C3. APPLICABLE PRODUCT AND DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS 3.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC. DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND GALVANIZED OR STAINLESS STEEL. STANDARDS FOR MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. 4.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO TREATED. COMMENCING WORK.ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL NON EXPOSED WOOD FRAMING SHALL BE FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH SPRUCE-PINE-FIR NO.2 OR BETTER. ANY WORK. 5.USE FULLY NAILED METAL CONNECTORS(USP, 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS DRAWINGS.THE GENERAL CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OR BEAMS. OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE 6.IN NO CASE SHALL JOISTS,.RAFTERS,BEAMS,POSTS, BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED,DRILLED,OR OTHERWISE MODIFIED 7.FOUNDATIONS,FIRST FLOOR AND ROOF DECK FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING WITHOUT THE WRITTEN APPROVAL OF THE LIVE LOADS: STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN A.GRAVITY LOADS: DRAWINGS. GROUND SNOW(Pg): 30 PSF EXTERIOR DECK LIVE LOAD: 40 PSF B.WIND LOAD(PER MASS.BUILDING CODE AND ASCE-7): -WIND SPEED=110 MPH; -EXPOSURE"B" -BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. 9.ALL ITEMS NOT SHOWN ON THESE PLANS,E.G.FINISH,TRIM&CLADDING MATERIAL SELECTION, FLASHING SYSTEMS,ETC.SHALL BE SELECTED BY THE CONTRACTOR AND CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT STATE BUILDING CODE AND STATE LAW REQUIREMENTS. I"OF MqS O� S9Oy LARS JENSEN m U STRUCTURAL 1 No.50602 y �O FG/STE SOON /219/c m INGHOUSE 2016 inghouse.ec PROJECT TITLE: DATE: 08/26/2016 P.°a°na 284 WAKEBY ROAD MARSTONS MILLS MA 02648 hh-.:S M2M,980i6GB PROJECT#: ING-PB0011 S-1 0e Neva:SOm-2V80 I 1 1 ro h: inghouq.net SHEET TITLE: STRUCTURAL NOTES DESIGNED BY: LI structural design &ingenuity DRAWN BY: U PAGE I OF 2 CONNECT 1ST ROOF RAFTER VIA.(2)ROWS OF 6"LONG EXISTING RESIDENCE TIMBERLOK SCREWS @ 16"O.C.TO CHEEK WALL OF EXISTING ROOF STRUCTURE TO BUILDING,DRIVE FASTENERS INTO EXISTING WALL STUDS,TYP. REMAIN 2x10 ON FLAT,SECURE VIA.(2)-4"LONG TIMBERLOK SCREWS TO CENTER OF ROOF RAFTERS BELOW @ 16"O.C.,TYP. OVERFRAME 3 EXISTING ROOF EXISTING STRUCTURE WITH RESIDENCE NEW PORCH ROOF ROOF STRUCTURE TO REMAIN Il z a o z Lo tZ z W o 6 O.G.S ZFUI,L DEPTH SOLD z n1 +I 0Xa rya@ �P� BL CKIN ATM D v o Q ni (l00 SP N,TY . in O m = I � Q P.T. 3)-2x P. .(3) 6 P.T.(3) 2x DR BEA D OP BEM I DROP BEA i 1 LD 2 2 2 0o p= 6'-0"± 6'-0"± 6'-X 2 ALIGN POSTS W/(3)-2x6 ALIGN POSTS W/(3)-2x6 ALIGN POS CANT.BEAM ENDS AT PORCH CANT.BEAM ENDS AT PORCH CANT.BEAM ENDS AT PORCH DECK BELOW DECK BELOW DECK BELOW CONNECT BEAM PLIES VIA.4"LONG 18'-0"± TIMBERLOK SCREWS, STAGGERED AT 8" OPEN PORCH ROOF FRAMING PLAN O.C.,W/2" DGE DISTANCE ATT TOP AND BOTTOM,TYP. Scale: 1/4"=1'-0" ALL DROP BEAMS NEW ROOF FRAMING NOTES: 1. NEW ROOF SHEATHING SHALL BE %"THK.APA RATED,PLYWOOD SHEATHING,NAIL W/8d ANNULAR RING NAILS @ 6"O.C.AT ALL PANEL EDGES AND IN FIELD,TYP.,PROVIDE 8d ANNULAR RING NAILS @ 4" O.C.ALONG ROOF DIAPHRAGM EDGE. ROOF DIAPHRAGM IS UNBLOCKED. 2. ROOFING PER OWNER SELECTION,GC TO VERIFY PORCH ROOF SLOPE IN FIELD AND PROVIDE WATERPROOFING,AND ROOFING SYSTEM IN ACCORDANCE WITH CURRENT ROOFING PRACTICE FOR SUCH SLOPE. KEY NOTES: 1 PROVIDE SIMPSON "H2.5A" HURRICANE TIES AT EACH RAFTER TO HEADER CONNECTION, TYP.@ 16"O.C. OF MqS q S 2 P.T. 6x6 POST, CONNECT T.O. POST TO HEADER VIA. SIMPSON "BCS2-3/6", NAIL BEAM FLANGE W/ (12)-16d AND POST FLANGE W/ (6)-16d COMMON WIRE NAILS, ALL NAILS LARS JENSEN m SHALL BE H.D.G.CORROSION PROTECTED. STRUCTURAL -� CONNECT BOTTOM OF POSTS VIA. (4) - 8" LONG TIMBERLOK SCREWS TO MULTI-PLY U N0.50602 CANT. BEAM SUPPORT BELOW, DRIVE ONE SCREW AT CENTER OF EACH POST FACE AT O APPROX.30 DEG.ANGLE FROM VERTICAL,PROVIDE 3"END DISTANCE ON POST,TYP. qPO RFG/STE SECURE EACH RAFTER END VIA.4" LONG TIMBERLOK SCREW TO 2x10 ON FLAT,DRIVE AT 3g�O CENTER OF 2x RAFTER SHORT EDGE, PROVIDE MIN. 3" END DISTANCE, TYP. WOOD SCREW SHALL EMBED FULL DEPTH INTO 2x ON FLAT ®INGHOUSE 2016 inghouse.ec PROJECT TITLE: DATE: 08/26/2016 `°8°''°2 284 WAKEBY ROAD MARSTONS MILLS MA 02648 Muaon•Mak MAOr6Ge "6 t PROJECT ING-PB0011 C_� C mb, �!,gh so J � ..�a. SHEET TITLE: tir9 structuraldesign PORCH ROOF FRAMING PLAN DESIGNED BY: LJ &ingenuity DRAWN BY: L) PAGE 2 OF 2 i GENERAL NOTES WOOD FRAMING NOTES 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL, 1.ALL FRAMING LUMBER SHALL CONFORM TO THE AND PLUMBING REQUIREMENTS OF THE OWNER,INCLUDING THE FOLLOWING GOVERNING LATEST EDITION OF THE AFPA"NATIONAL DESIGN STANDARDS: SPECIFICATION FOR WOOD CONSTRUCTION",AND SUPPLEMENT"DESIGN VALUES FOR WOOD A.THE MASSACHUSETTS STATE BUILDING CODE,8TH EDITION(RESIDENTIAL BUILDING CODE FOR ONE CONSTRUCTION",LATEST EDITION.MAXIMUM AND TWO FAMILY DWELLINGS)BASED ON IRC2009 W/MASSACHUSETTS AMENDMENTS,AND ALL MOISTURE CONTENT SHALL BE 19%.2. OTHER AGENCIES HAVING JURISDICTION. 2.PRESSURE TREATED WOOD MEMBERS USED FOR B.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS, PLATES,ETC.)SHALL BE PRESSURE TREATED WITH 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ACQ PRESERVATIVE,OR APPROVED EQUAL,TO ROOFS,WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS 3.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC. DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND GALVANIZED OR STAINLESS STEEL. STANDARDS FOR MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. 4.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE S.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO TREATED. COMMENCING WORK.ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL NON EXPOSED WOOD FRAMING SHALL BE FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH SPRUCE-PINE-FIR NO.2 OR BETTER. ANY WORK. S.USE FULLY NAILED METAL CONNECTORS(USP, 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS DRAWINGS.THE GENERAL CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OR BEAMS. OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE 6.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS, BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. STUDS OR ANY OTHER FRAMING MEMBER BE CUT, 7.FOUNDATIONS,FIRST FLOOR AND ROOF DECK FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING NOTCHED,DRILLED, OTHERWISE MODIFIED WITHOUT THE WRITTEE N APPROVAL OF THE LIVE LOADS: STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN A.GRAVITY LOADS: DRAWINGS. GROUND SNOW(Pg): 30 PSF EXTERIOR DECK LIVE LOAD: 40 PSF B.WIND LOAD(PER MASS.BUILDING CODE AND ASCE-7): WIND SPEED=110 MPH; EXPOSURE"B" BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. 9.ALL ITEMS NOT SHOWN ON THESE PLANS,E.G.FINISH,TRIM&CLADDING MATERIAL SELECTION, FLASHING SYSTEMS,ETC.SHALL BE SELECTED BY THE CONTRACTOR AND CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT STATE BUILDING CODE AND STATE LAW REQUIREMENTS. I OF MA y, . O= LARS JENSEN GN o STRUCTURAL —41 U No.50602 10 RFG1 -r SSIONAL LAX- 0 INGHOUSE 2016 inghouse.pc PROJECT TITLE: DATE: 08/26/2016 °°B°'102 284 WAKEBY ROAD, MARSTONS MILLS, MA 02648 Mutou Mn4 MA@b d JyC PROJECT#: ING-PB0011 C_1 ' rp °�..�.:so�mg6 wa.� J 1 SHEET TITLE: �9 STRUCTURAL NOTES DESIGNED BY: U structural design &ingenuity DRAWN BY: U PAGE I OF 2 c ' CONNECT 1ST ROOF RAFTER VIA.(2)ROWS OF 6"LONG EXISTING RESIDENCE TIMBERLOK SCREWS @ 16"O.C.TO CHEEK WALL OF EXISTING ROOF STRUCTURE TO BUILDING,DRIVE FASTENERS INTO EXISTING WALL STUDS,TYP. REMAIN 2x10 ON FLAT,SECURE VIA.(2)-4"LONG TIMBERLOK SCREWS TO CENTER OF ROOF RAFTERS BELOW @ 16"O.C.,TYP. OVERFRAME 3 EXISTING ROOF EXISTING STRUCTURE WITH RESIDENCE NEW PORCH ROOF ROOF STRUCTURE TO REMAIN a z Cr 0 �v W W O 6 04.S 2rFUI,LDEP"HSOL_DNtl m X Or �tP� BL CKIN ATM D V o Q ni Woo SP N,TY in p m = I � Q �<DROP 3) 2x P. .(3)- 6 P.T.(3)-2x r4 BEA D OP BE M DR P BEA I 1 0o> = 6'-O"± 6'-O"± 6'-X(3)-2x6 2 ALIGN POSTS W/(3)-2x6 ALIGN POSTS W/(3)-2x6 ALIGN POST CANT.BEAM ENDS AT PORCH CANT.BEAM ENDS AT PORCH CANT.BEAM ENDS AT PORCH DECK BELOW DECK BELOW DECK BELOW CONNECT BEAM PLIES VIA.4"LONG TIMBERLOK SCREWS, STAGGERED AT 8" OPEN PORCH ROOF FRAMING PLAN O.C.,W/2"EDGE DISTANCE AT TOP AND BOTTOM,TYP. Scale: 1/4"=1'-0" ALL DROP BEAMS NEW ROOF FRAMING NOTES: 1. NEW ROOF SHEATHING SHALL BE g"THK.APA RATED,PLYWOOD SHEATHING,NAIL W/8d ANNULAR RING NAILS @ 6"O.C.AT ALL PANEL EDGES AND IN FIELD,TYP.,PROVIDE 8d ANNULAR RING NAILS @ 4" O.C.ALONG ROOF DIAPHRAGM EDGE. ROOF DIAPHRAGM IS UNBLOCKED. 2. ROOFING PER OWNER SELECTION,GC TO VERIFY PORCH ROOF SLOPE IN FIELD AND PROVIDE WATERPROOFING,AND ROOFING SYSTEM IN ACCORDANCE WITH CURRENT ROOFING PRACTICE FOR SUCH SLOPE. KEY NOTES: PROVIDE SIMPSON"H2.5A" HURRICANE TIES AT EACH RAFTER TO HEADER CONNECTION, TYP.@ 16"O.C. 11A OF Ad,9c'ti S 2 P.T. 6x6 POST, CONNECT T.O. POST TO HEADER VIA. SIMPSON "BCS2-3/6", NAIL BEAM FLANGE W/ (12)-16d AND POST FLANGE W/ (6)-16d COMMON WIRE NAILS, ALL NAILS LARSJENSEN GN SHALL BE H.D.G.CORROSION PROTECTED. STRUCTURAL 1 CONNECT BOTTOM OF POSTS VIA. (4) - 8" LONG TIMBERLOK SCREWS TO MULTI-PLY No.50602 rn CANT. BEAM SUPPORT BELOW, DRIVE ONE SCREW AT CENTER OF EACH POST FACE AT APPROX.30 DEG.ANGLE FROM VERTICAL,PROVIDE 3"END DISTANCE ON POST,TYP. APO �FGIST SECURE EACH RAFTER END VIA.4"LONG TIMBERLOK SCREW TO 2x10 ON FLAT, DRIVE AT SS�O CENTER OF 2x RAFTER SHORT EDGE, PROVIDE MIN. 3" END DISTANCE, TYP. WOOD SCREW SHALL EMBED FULL DEPTH INTO 2x ON FLAT OP���Zol6' m INGHOUSE 2016 inghouse.Pc PROJECT TITLE: DATE: 08/26/2016 e P°�� . 284 WAKEBY ROAD, MARSTONS MILLS, MA 02648 pROJECT#: ING-PB0011 P.O.B.12 MA026G8 C r0-0 w,4 ,. !.g osu. 1 J—2 raj SHEET TITLE: DESIGNED BY: U s-ccturaIdmg. PORCH ROOF FRAMING PLAN 8,in DRAWN BY: U I PAGE 2 OF 2 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 1, ��;'�'N, ( F FARN $ � Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Feel( q, Date Definitive Plan Approved by Planning Board p d,� l �1 �Wl' `�' Q� Historic - OKH _ Preservation / Hyannis Pro(jest�treet Address Village MIN_RSTOt1k5 Own" ne'r" -� F�`� �^" O� Address Tellephhene 7 7 y ' ��' d�f l Permit-Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Pajp_ctWaluation ��_�� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: .Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric Cl Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: 0 existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ . Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER ORMOMEOWNER) Nam Telephone Number 11 ; V_ Addr_� e� sus V34 (�t.)A -�`7 0 License # �2�?yN� m 115 Home Improvement Contractor# Email Worker's Compensation # ALL �CONSTBUCTION1 ,EPRIS _ESULTjNG' dIVI•THI&PROJECT WILL'�BE;rTAKEN TO, SIGNATURE DATEI�{ I, FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/"PARCEL NO. ADDRESS VILLAGE ' ' OWNER DATE OF INSPECTION: ro, FOUNDATION ze/d:r FRAME Bl a L5,,- INSULATION } FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT tF " ASSOCIATION PLAN NO. a f Information and lastructions.- Nffimar1rh General Laws chapter 152 requites all employers to provide waders'compensation for then employees, Pars-- to this sfatate,as ezvIoye�-is defined as"_every pmasada in the smvice of another under any contract of hire., express or fiapIied,oral or waheu-" An employer is defined as"an individnal,partnership,association,corporation or od=Iegal entity,or nay two or more of fire foregoing engaged in a joint eniaprise,and including the Iegal ryes of.a.deceased Moyer,or the receiver or trustee of an individual,pmt=31 ip,association or other legal entity,employing employees. However the owner of a dwelling house having not more than f Ea-m apartments and who resides therein,or the occnpaA of the dwelling house of another who employs persons to do mamimmce,construction or repay woirk on such dwelling house or on the grounds or-bmldmg appurtenant therdD shall not because of such employment:be deemed to be an employer." MGL chapter 152,925C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bmld'mgs iu the cammonWealth for any applicant who has not produced.acceptable evidence of compliance wi$r the bism-ance coverage required." Additimally,MGL-chapter 152, §25C(7)stairs`Naither the canomonwe:althnor any of its political subdivisions shall enter into any contract inn the prance of public wod rmbl acceptable evidence of compmplianm with tare insurance irquiremeats of this cbaptrr have beea presented to the conizarting enihorny." Applicants Please fill out the workers'compensation affidavit completely,by chmIamg the boxes that apply to your situation and,if necessary,supply salrconirar-n s)name(s),address(es)and phone numbers)along with their ceatif rafr(s)of msnrmce. Flied Liability Companies(IL C)or Limited Liability PartaeishiPs(LLP)with no employees other than the members or partners,are not required to carry workers' compensationinsmance. If auLLC or LLP does have_ employees, a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial .Accidents for confirmation of insurance coverage. also be sure to sign and date the affidavit. The affidavit should be retnmed to the city or town that the application for the pedmif or license is being requested,not the Department of In dust al Accidents. Should you have airy questions regarding the law or if you are reqaired to obtain a workers' compensation policy,please callfho Department at the mmmber listed below. Self-roamed companies should enter their self-insdirance license number on the appropriate line.' City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at Sze bottom of the affidavit for you to U out in the event the Office of Iuvestiga2idms has to contact you regffi-ding the applicant Please be sure to fill in the perniit/licease number which will be used as a reference number. In ad(Htion,an applicant that must submit multiple pennit/license applications in nay given Year,need only submit one affidavit mdicat ng cuirmt policy information Cif necessary)and under'Job Site Address"the applicant should writr"all locations i a (city or town)_"A copy of the affidavit that has been officially stamped,or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit mud be filled out each year.Whem a home owner or citizen is obtaining a license or permit no't=elai to arty busi3 a or c*==cial venue '�i.e. a dog license or pemit to bum leaves e#c.)said pesos is NOT iegp d to ccduipletU this affidavit The Office OfIuvmtigationswouuhiketo than you in.advance for your coopmraiim and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax r¢nnbea Thy E:ommarrkalth of I CimadLusttz Department of Iadastial&�Udent s =Ct-oflave&#Katiana WO washing�street ' ` f--L#f 17 727-49GO ed 4-06 or 1-a77 MA-&LAFR Revised 4-24.-07 Fox#f l7-727 774-9, WWW mass gaWdia i . Deparhnerrtnflndurfi-url�Icciden� . ' . O}fxe oflnvestigadmu ` 600 MadhTton Street Boston,HA M11 w mmass govldia Workers' Conipensadon Insurance Affidavit Bmlders/Contra.ctors/EIectricians/Plmnbers Applicant Information Please Print Legff)Iy Address: Vb 4 L4JP4 L,"1 city/st±ei4: �YNaes IoN m,lls ° #: ���-y�7-.0419 Are you an employer?Check the appropriate box: Type of project(rmfc red): 1.❑ I an a employer with 4. ❑I am a genmal Thor mad I - employees(fall and/or part time). have hied the sob-contxactors 6.gNew constriction— U ECt/-, 2.[ I an a sole prcPlidor or pmt=- listed on the attached sheet 7. Q Remodeling slap and have no employees' These sob-confract ors have g. n DemoIiiian WM#Og for me in any capacify. employess'and have workers' [No wwkcrs' warp,k m—ce comp.i as�nmt 9. Q Bm-lding addition ,.grequired] S. We are a corporation and its 10.❑El=tical repairs or additions I mn a.homeowner doing all woric offic=have exercised then 11.❑Plnmbing repairs or additions myself[No wor='comp. H&of exemption per MGL 12.[]goof repairs insnra„re rMFjkerl]t c.I5:y §1(4),aadve have no employees.[No workers' 13.❑Other comp insnranae reqiked] *Anyapplicnt that checks box#1 Est a1m gI ont the section below sbowing fbcirwor mU7 compensation policy inf Tina ion. t Hnmeawners who submit this affidavit mdiczfig they arc doing all work and then bin:oufsidc mr actaa mast submit a new affidavit indicating such. $Cantaeinsthatcheekthisbm[nffmtaf achcdanariiffb— shectshowing for,nameoftbc•sub-coatrtc7nazndsbd--whefcrornottheseeweshave employes. If the mib-caotacto=bave eozployees,they Est provide ffies vroi3='camp.policy numb¢ I am an employer that is provhEng workers'compensafran uzrurance for my employeez Below is the poffcy mid job srte brforrnation. Iamnmce Company Name: Policy#or Self-ins.Lic.#k ITi=afroaDate: Job Site Address: - - Ci�/ gyp: - Attach a copy of the workers'compensation policy declaratioia page(showing the policy amnber and expiration date). Failure to secure covmrage as required under Secdoa ZA ofMGL C.152 can lead to the imposition of miminal penalties of a fine upto$1,50D.00 and/or one-year impasonmeai;as well as civil penalties iathe EMM of a STOP WORK'ORDER and a fine of up in$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Tavestigations of 91e DU for insmMnce coverage ve iffmEm. I da hereby certyy under the pars mnipennftey ofperj ny that the information provided above is fr-uz and correct S D�ate�-: l t Phone#: 017cial use only. Do mat write in this area,to be coarpleted by city or h7wn of 7dd 'City or Town: -PermitUcense# Issaiag Authority(circle one): L Board of Health 2.BuildmgDepartment 3. City/Town Clerk 4.LlectricalInspector 5.Plumbing Inspector 6 Other Contact Person- Phone#: Teti Town of Barnstable o� Regulatory Services • gAgDtST�xr x s v mass, Richard V.Scali,Director '�En►�w�"' Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town-barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work a orize ythis budding permit application for. Address of ) Pool fe/arn are the responsib ' of the applicant. Pools are nottilized beforefence is talled and all final mspectmed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:F0RMS:0WNERPERMISSI0NPOOIS Town of Barnstable Regulatory Services �oF rary� Richard V.Scali,Director Building MvMon RdQST.RrR .� Tom Perry,Building Commissioner MASS.16 ��� 200 Main Street, Hyannis,MA 02601 www.town.barnstableann us Office: 508-862-4038 Fax 508-790-6230 I HOMEOWNER LI(MNSE EXEb=ON Please Print C-DAT-E:-l 41 I5 JosIAcr``..�IION: } LA)PKutI �� mA2STotjS fy�,11-) number strxt village HOMEOWIJEER" _J��\�4y Aottm'5oN '1�I`1-lJa7^[ (� name o, home phone# work phone# �MAl7�I21G DAD RESS: ZCJq Aj/- . MpoQC>TaN5 cit3 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. DEFRgInON 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. - 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. S. _ Approval of BuDding Official Note: Tbree-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMMOVaZER•S EREETY=ON 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 persons)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 t amend and adopt such a form/certification for use in your community. Q:IWPFILESTORMS\buUdmg pc=k fomzs=RESS.doc Revised 06I313 GENERAL NOTES WOOD FRAMING NOTES 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL, 1.ALL FRAMING LUMBER SHALL CONFORM TO THE AND PLUMBING REQUIREMENTS OF THE OWNER,INCLUDING THE FOLLOWING GOVERNING LATEST EDITION OF THE AFPA"NATIONAL DESIGN STANDARDS: SPECIFICATION FOR WOOD CONSTRUCTION",AND SUPPLEMENT"DESIGN VALUES FOR WOOD A.THE MASSACHUSETTS STATE BUILDING CODE,8TH EDITION(RESIDENTIAL BUILDING CODE FOR ONE CONSTRUCTION",LATEST EDITION.MAXIMUM AND TWO FAMILY DWELLINGS)BASED ON IRC2009 W/MASSACHUSETTS AMENDMENTS,AND ALL MOISTURE CONTENT SHALL BE 19%.2. OTHER AGENCIES HAVING JURISDICTION. 2.PRESSURE TREATED WOOD MEMBERS USED FOR B.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS, PLATES,ETC.)SHALL BE PRESSURE TREATED WITH 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ACQ PRESERVATIVE,OR APPROVED EQUAL,TO ROOFS,WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AW PA C3. 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS 3.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC. DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND GALVANIZED OR STAINLESS STEEL. STANDARDS FOR MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. 4.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO TREATED. COMMENCING WORK.ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH 5.USE FULLY NAILED METALCONNECTORS(USP, ANY WORK. SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE OR BEAMS. DRAWINGS.THE GENERAL CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL 6.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS, OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL STUDS OR ANY OTHER FRAMING MEMBER BE CUT, OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE NOTCHED,DRILLED,OR OTHERWISE MODIFIED BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN 7.FOUNDATIONS,FIRST FLOOR AND ROOF DECK FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING DRAWINGS. LIVE LOADS: A.GRAVITY LOADS: GROUND SNOW(Pg): 30 PSF EXTERIOR DECK LIVE LOAD: 40 PSF B.WIND LOAD(PER MASS.BUILDING CODE AND ASCE-7): -WIND SPEED=110 MPH; -EXPOSURE"B" -BUILDING CATEGORY 11=>IMPORTANCE FACTOR=1.0 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. 9.ALL ITEMS NOT SHOWN ON THESE PLANS,E.G.FINISH&CLADDING MATERIAL SELECTION, FLASHING SYSTEMS,ETC.SHALL BE SELECTED BY THE CONTRACTOR AND CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT STATE BUILDING CODE AND STATE LAW REQUIREMENTS. CONCRETE NOTES 1.CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (LATEST EDITION),UNLESS OTHERWISE NOTED. 2.CONCRETE MATERIALS SHALL BE:TYPE 1 OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN TESTED IN ACCORDANCE WITH ACI 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM CONCRETE SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR TN OF M _ DECK SLABS.ALL CONCRETE SHALL BE AIR ENTRAINED TO 5%(+/-1%). 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE �� LARS JENSEN Zcci► RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. o STRUCTURAL 4 5.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE " No.50602 ti PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL 'D CURRENT ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. �r'�STER � 6.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES,AND SS/ON ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. X/2�2a5 ®INGHOUSE 2015 do inghouse.rc PROJECT TITLE: DATE: 07/25/2015 . ... 284 WAKEBY ROAD MARSTONS MILLS MA 02648 Mamm�.M"4M�02btB f f PROJECT I NG-P80011 ph.—SM-221-2980 9�0 SHEET TITLE: DESIGNED BY: U �r shucturaldestgn STRUCTURAL NOTES &Ingenuity DRAWN BY: U PAGE 1 OF 2 i EXISTING / RESIDENCE I E R BUILDING TO / REMAIN r r -1r��r r -Ir �r r �r �r r �r P.T.2x6 L DGER x .3 X fV lD N x C: N '^ 6@16 m - .2X 1 5T5 ~ P p CK)0 q a a P• a 2 a io DROP P.T 3-2x DRO BEAN BEAM EXISTING / f� / 3 ;c N Z B RESIDE NCE TO - JL IL JL JI_ _IL 1- _I I_ L L L REMAIN STEP DN P.T.(2)-2x6 PERIMETER JOIST 14"DIA.CONC.SONOTUBE W/4'4"FROST DEPTH BELOW GRADE,(4)TYP. TOP OF CONC.SONOTUBE =GRADE+1"t 6'-8" 6-8" 6'-8" 20'-0" 1ST FLOOR FRAMING PLAN (EXT. DECK ADDITION) NOTES: Scale: 1/4"=1'-0" • RAILINGS ARE NOT REQUIRED,T.O.DECK IS LESS THAN 30"ABOVE GRADE ON ALL SIDES. LEGEND&KEY NOTES: DECKING PER OWNER SELECTION.PROVIDE DECKING W/16"MIN.SPAN RATING,SECURE W/CORROSION RESISTANT DECK SCREWS,TYP. CONNECT P.T. LEDGER W/SIMPSON "TITEN STAINLESS-STEEL HEX HEAD SCREWS'°x 3%" LONG @ 8" O.C. STAGGERED W/ 2" TYP. EDGE DISTANCE ON LEDGER TOP & BOTT. TO EXISTING CMU FDN WALL. 2 SIMPSON"H2.5A"HURRICANE TIES@ 16"O.C.,ALTERNATE SIDES,TYP. =��fSSNOF SIMPSON "150" ANGLE CLIPS @ 16" O.C., ALTERNATE SIDES, TYP.,USE DOUBLE ANGLE g� LARSJENSEN u► CLIPS AT(3)-PLY 2x6 BEAMS,TYP. 0 STRUCTURAL SIMPSON "PB46 (H.D.G.)" HOT DIP GALVANIZED POST BASE, CONNECTING DROP BEAM o N0.50602 y TO CONC.SONOTUBE,SHIM AS NEEDED.FILL ALL HOLES W/16D NAILS. �FQ/gTEfi�O NAL 0 INGHOUSE 201S inghouse.IC PROJECTTITLE: DATE: 07/2 /2015 284 WAKEBY ROAD, MARSTONS MILLS, MA 02648 PROJECT#: ING-PB0011 MntonMd1�AMOi64B r— ooye ,e:ph �. ���nr J L SHEET TITLE: DESIGNED BY: U 'rn�n�,de I st FLOOR DECK FRAMING PLAN &ingenuity DRAWN BY: U PAGE 2 OF 2 Assessor's map and lot numlberi ... 3............p�0�..... '17 SYSTEM STEM F THE T�♦ /� �_ SEPTIC� Y �ea�� P° . ° wage�Permit number ........................................................' INSTALLED IN CONAP �r.. WITH TITLE J t EAR39TALLE, : \ �8 ENVIRONMENTAL CODE qop Mb 9 00 � House number ..... ... .................5................................. ° TOWN REGULATIONS �°Y{1Yp` TOWN OF BARNSTABLE BUILDING . INSPECTOR I APPLICATION FOR PERMIT TO ......... 1....... `c�1�.`.. . ....E'.0.Qyy1......:.................................................. TYPE OF CONSTRUCTION ..................� ? .... 6lhMh Q............................................................................. t3!J ............R...........19..$.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......c�'8Y...../�/.vTKEA.I......AD.:............. ...:.........................................: ProposedUse ....................................................................................................................... Zoning District .........:1..� .I,NR 'CICi..'..............................Fire District .............................................................................. Name of Owner ... 5—1 fvy........�.-LA-57-m. ................Addr�Ss I1, fit.... RL 0 7.....!Vl.....A. Name of Builder ...........5, �.Y`f�.Q......................................Address .................... lvylld.. ............................................. Name of Architect ............... ....................................Address ................... .!!!tick................................................. Numberof Rooms ........................ ........................................Foundation .............UMAI. .............................................. Exterior .............:1...L.x........... ..........Roofing ...........�....� 1!`�'�:t�.q.................................................. Floors ......................................................Interior ............ vo., \................................................. � ,�� Heating .............Q...:g.�:�'�..1..�.............................................Plumbing ............`(N...................................................................... Fireplace ..........U0.0 . ..............................Approximate Cost ......� � .QQ... ..................... Definitive Plan Approved by Planning.Board ________________________________19________ . Area ...6). ..... ..................... Diagram of Lot and Building with Dimensions"`- ee / �O F_� ...!................................... SUBJECT TO APPROVAL OF �OARD OF HEALTH \ \ 0 I hereby agree to conform to all the Rules and Regulations of the own of Barnstable regarding the above construction. Name ..... l.4......... ...... ............................................. HUN-LOON, STEVE No .2.3.2.4.0.... Permit for ....Addition Single _�g ............... . Family Dwelling ... ............ .. .... .. .. ....... .. . .. .. Location 2.3.4...........Wak........eby....Road..... ...... ............ i . Marstons Mills ............................................................. . ............... Owner .,Steve...H........unt.....00.n.............................. .. .. .... .. .. .. Type of Construction, ........................... ................................................................................ Plot ............................ Lot ................................. Permit Granted .....................June 26,................19 81 Date of Inspection!.....;>,,.*_e7 (................19 Date Completed ......... 19 M PERMIT REFUSED ............................. ........ 19 ................................................... ............ ........................................ ......... ............... ................................................... .......................... .................................................. Approved \.................................... 19 ............................................................................... ............................................................................... Assessor's map/an ( d:lot numbef+ ....� ... . ..... �T......... e !., ! .7 THE e .. Sewage, Permit number .........................::............................... ` y Z 33AWSTLBLE, i House -number .... !,,7,`f...................................................:...... 9OO Mb a i } 9- �0 YPY A,. TOWN OF BARNSTABLE BVILDIHG IHSPE�CTOR APPLICATION FOR PERMIT TO ..... ... ..................................... y ........ TYPE OF CONSTRUCTION .................. nOc,,,1;-.Cr,,V1,.f'................. :......... .......,J jz V3J .....:..,2 ?...........I 9_81 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......�.S. .. . c"Uqf,4� .................. ........... ....�!�,<..�?............................................... ProposedUse ........... N/1 f c t7w�................... :.......................................................................................... Zoning District �' ;....Fire District Name of Owner .. <l,>5........ >.. �. .:�.�i\ ...�....Add'r�srs' I ..�J,�.....���,)l1ICf. ?�...:�4..��.... t J 1 Nameof Builder ........... ..:.. . ......................................Address ..................... ............................................... �..:: !�.(..........1..::.......................\Address ...................`r%�.!f!�-................................................... Name of Architect ............. ;. �...0 Number of Rooms ........................ .. ...................... .........Exterior .............. ....+....�..�.......: .L(n. .. ��..�.. ...........Roofing ........... ....:.:.4� .1 ................................................. Floors I,!a�.t 1...............:......................................... Interior ............ (;�11 i n,: 1................................................. Heating .............A. 5. .............. .............. .......Plumbing ............a`;,t v .- .....................:................`............ r _Fireplace (�� �2. ...:... -?.C� .... ........Approximate Cost `7\4.ND.Cl,� c'>C� Definitive Plan Approved by Planning Board ---------------____-----------19________. Area ... ...w................... Diagram of Lot and Building with Dimensions Fee / SUBJECT TO APPROVAL OF BOARD OF HEALTH n li s I hereby-agree-to ,conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. r• Name\... ': A ...... .� L777777-n.................................... HUNTOON, STEVE/ 1-47 23240 Addition No ................. Permit for .................................... Single Family Dwelling ............................................................................... Location .. 284 Wakeby Road .............................................................. Marstons Mills ............................................................................... Owner ..Steve Huntoon ........................................................ Type of Construction ,Frame ............................. .... .. .. /...................................... .. .............................. Plot ............................ Lot ................................ dune 2 81 Permit Granted . .......... ..... ................19 Date of Inspection ............... .....................1.9 Date Completed ............. .......................19 PERMIT REFUSED �. ........... .:/ ...................... 1 1 9 ...... ...................................... ................................................................................ .................................. ........................................... . ............................................................................... Approved ................................................ 19 ............................................................................... ............... .......................................................... Assessor's map and lot nuPAAeJ'+3.-. 0,� '.S y %THESewage Permit number ...... ...... �� ........................ SYSTEM MUST BE Q o SEPTIC � o I ""' INSTALLED IN COMPLIANCE House, number tpg 1 � �4 WITH ARTICLE II STATE 9eaaa�a LE, .................... ............................ ........ ............. T®WM o c SANITA€dY CODE AND o i639• TOWN OF BARN TABLE r' BUILDING INSPECTOR -� APPLICATION FOR PERMIT TO ......bufld..1>K..ejA3 9..................................................................................... TYPE OF CONSTRUCTION ........................................wood frame ........................................................................................ ...N9Y.J3.s..............................1978.... TO THE, INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....Lot.23A....WakebY..Rd: ..Marstons Mills ProposedUse ......Personal home....... ..........................................................................................-........................................ Zoning District 4-erbf 1. ,e - vs 1rlVf I le;Fire District -� c3 �'oraT �w � w. M;y � (/7- Name of Owner .Steven Huntoon So. Yarmouth Mass. Address ....... ............... ............. Nameof Builder .........same...................................................Address ........same.........................:......................................... Nameof Architect .......PAM..................................................Address ..........PA?.................................................................. Number of Rooms .........................................................Foundation ....Poured conCo ........... ............................................................... Exierior WOOd ..Roofing asphalt .............................................................................. Floors wood ...................Interior sheetrock ................................................................... .................................................................................... Heating ....F�..03.1.............................................................Plumbing .....CPQpeZ�IPVC...................................................... Fireplace ..:..brick .....................................................Approximate Cost .....28.2.000®................/................................ Definitive Plan Approved by Planning Board -----------_------_-----------19_______. Area �l(O Diagram of Lot and Building with Dimensions Fee ' / SUBJECT TO APPROVAL OF BOARD OF HEALTH XIA orl I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. St q/ untoon Name � 8uotoou, Steven ��vi~����/�� -O`k? .`for ..l l/2 otory___ ----- ' ' -------- ` ` ~ dwelling -- —^^'--'----------------`—'' , . . Location ............2G4.. ..Boad______. , ^ Maris tons Mills —.-------.���..--------------.. ' ^ , 8uotoou ` Owner ----�!����!!-------------.. frame ^ Type of Construction ----- --------- \ / . --------------------------. ^ � #23& _ F1ct ............................ Lot -----' - l----'� � Permit Granted -- 2�� —. lg ?9 , .�. . ` `[ ,ha of Inspection ..Y.11.7.17/ — 1^�--]9 . note Completed ---------+--l9 ' ^ - PERMIT REFUSED . l� --- ----.. � ' ' =="'"`^ �^^ ^....... ^ °—`�°---'',' � c . '— � .. —. — .. —. . --..—._-------.------------ , . , . . .-------.—....~.—.,.-------.—.. - . . --._------------. 19 , ,. ` � ~ ~ �-------------.------.—~.---. . ........................................................ ^ ^ . l Assessors map and lot number, .......:.:.......... ..-...::..... ..::,� �t r y�F THE Q f Sewage Permit number ...:.. ..�..c'` f d�..................................... 33A"STODLE, i House number .............. 9 ...........................................:............. soo M •� 3 �0 p M10 Or• TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..g,a z . ;. -. ........................................................ TYPE OF CONSTRUCTION .,!ni fr.a ramp ................................................................................................................ . .............................197�.... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Lc P 3...........:r.' t.. i C'Z �.1.1.7 Location ................ ................................................................................................................................................ Proposed Use ........ rror. l r:o re ...................................................................................................................................................................... f ZoningDistrict Fire District .....'/J : � v:�. r le I��� �� t/! ! �' ........................................................................ ..... ....... ......... .... r+ ................................................Address ...... .............�.....................°.......�................ Name of Owner ................ ��n9s• .,eve r...,�intAon �1-�d��E.-�r-�`afrr-��,-t� So Y�xrto��th........... Nameof Builder pia'" Address S�""�'............................................................ .................................................................................... Name of Architect .......*.77"...................................................Address rt�mta Number of Rooms poured cone. Foundation .............................................................................. Exterior _rO z .......................................Roofing .....a�nh3lt Floors ,.00� Interior sheetrock hieating .... '. ..............................................................Plumbing ......cr:nrer/FrC ............................................................................ Fireplace ..........r.'..c!.c : .Approximate Cost .....2$.,G00. . .. ................................................................ . ...................................................... Definitive Plan Approved by Planning Board -----------___-----_-__ f ` ` ' ------19-------. Area .......................................... Diagram of Lot and Building with Dimensions Fee r............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH ;t c � �r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. tr.v�-n ',rntoon Name .................................:...... -^................................... � Bxotoou, Steven 3-47 ' / / / � ^--~. story . No ,=."". ................... � s^�*yl= ^ | . . ----'' .. ----------. - � � Location —' ____.. . r— -----' � ----'_ —_�' �������������� ' M otouo Mills ' ----.-------�t-------------' � Steven Buutoou Owner --------------------..— ! fr�ame ' . Type of Construction .......................................... � ' / � ................. ' i #23A ' ' � Plot ............................ Lot ----------'' . � / ^ / PermitGron**6 28 lg ?9 � --------'----. . ` | ^ � � Date of Inspection ---------�--.l9 . ^ Date Completed ...................................... ~ � PERMIT F�FUSED | / � lV � . ......................... ..................................................... ^ ~ ' ! ----' � . . . ^ ' � .,----. . ............................................... o ; ' . ............................... ............................................... ( / . } ` � ___—. z-------. lg / � � � \ /\ / / > ' -------------.--....----~.---. \ . --------.~----------...~.--.. � ^ ^ . ' ppp- •e TOWN OF BARNSTABLE Permit No. l IIA"3TA ti Building Inspector rum Cash --T 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 Stir-,n ?hmtOca, Address ?f1h r+1AkP1n* Rd. s PprgtOns hf11- (S 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. ..................................................._, 19».»._ .............................................. ...................»..»........................».»..».»» Building Inspector GENERAL NOTES WOOD FRAMING NOTES 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL, 1.ALL FRAMING LUMBER SHALL CONFORM TO THE i AND PLUMBING REQUIREMENTS OF THE OWNER,INCLUDING THE FOLLOWING GOVERNING LATEST EDITION OF THE AFPA"NATIONAL DESIGN STANDARDS: SPECIFICATION FOR WOOD CONSTRUCTION",AND SUPPLEMENT"DESIGN VALUES FOR WOOD A.THE MASSACHUSETTS STATE BUILDING CODE,8TH EDITION(RESIDENTIAL BUILDING CODE FOR ONE CONSTRUCTION",LATEST EDITION.MAXIMUM AND TWO FAMILY DWELLINGS)BASED ON IRC2009 W/MASSACHUSETTS AMENDMENTS,AND ALL MOISTURE CONTENT SHALL BE 19%.2. OTHER AGENCIES HAVING JURISDICTION. 2.PRESSURE TREATED WOOD MEMBERS USED FOR B.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS, PLATES,ETC.)SHALL BE PRESSURE TREATED WITH 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ACQ PRESERVATIVE,OR APPROVED EQUAL,TO ROOFS,WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AW PA C3. 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS 3.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC. DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND GALVANIZED OR STAINLESS STEEL. STANDARDS FOR MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. 4.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO TREATED. COMMENCING WORK.ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH 5.USE FULLY NAILED METAL CONNECTORS(USP, ANY WORK. SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. DRAWINGS.THE GENERAL CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL 6.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS, OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL STUDS OR ANY OTHER FRAMING MEMBER BE CUT, OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE NOTCHED,DRILLED,OR OTHERWISE MODIFIED BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN 7.FOUNDATIONS,FIRST FLOOR AND ROOF DECK FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING DRAWINGS. LIVE LOADS: A.GRAVITY LOADS: GROUND SNOW(Pg): 30 PSF EXTERIOR DECK LIVE LOAD: 40 PSF B.WIND LOAD(PER MASS.BUILDING CODE AND ASCE-7): -WIND SPEED=110 MPH; -EXPOSURE"B" -BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. 9.ALL ITEMS NOT SHOWN ON THESE PLANS,E.G.FINISH&CLADDING MATERIAL SELECTION, FLASHING SYSTEMS,ETC.SHALL BE SELECTED BY THE CONTRACTOR AND CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT STATE BUILDING CODE AND STATE LAW REQUIREMENTS. CONCRETE NOTES 1.CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (LATEST EDITION),UNLESS OTHERWISE NOTED. 2.CONCRETE MATERIALS SHALL BE:TYPE 1 OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN TESTED IN ACCORDANCE WITH ACI 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM CONCRETE SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR ESN OF M DECK SLABS.ALL CONCRETE SHALL BE AIR ENTRAINED TO 5%(+/-1%). �S's90 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE LARS ANSEN �m RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. o STRUCTURAL 5.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE " No.50602 y PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL 'PFG O CURRENT ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. O /STEM �i 6.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES,AND SS�ON ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. s�2�2a'S" 0 INGHOUSE 201 S inghouse,Ic PROJECT TITLE: DATE: 07/25/2015 "° w102 284 WAKEBY ROAD, MARSTONS MILLS MA 02648 Munon.Mik MA026Ge Jye Pe�e:WS.221--22v sae PROJECT#: ING-PB0011 C_ r9r0 SHEET TITLE: STRUCTURAL NOTES DESIGNED BY: U J C� structuraldesign &ingenuity DRAWN BY: U PAGE 1 OF 2 I EXISTING RESIDENCE IN EN R BUILDING TO r6R� REMAIN 7 _1 -ir ,r 1r 7 r 1r 1r 1r 1r r 11- ,r 1r 1r P.T.2x6 LE DGER X x N lD LID �J N x C. v N 2x6 @ 5T5 ^' - P CK 10 q a a P•0 a 2 E iv DROP P.T 3 -2x DRO BEA BEAM EXISTING RESIDENCE 2 ;1 BUILDING TO JL JL JL JL lL L JL JL IRIL L JL JL JL JL REMAIN STEP DN f P.T.(2)-2x6 PERIMETER JOIST 14"DIA.CONC.SONOTUBE W/4'4"FROST DEPTH BELOW GRADE,(4)TYP. TOP OF CONC.SONOTUBE GRADE+1"± 6,-8„ 6,-8„ 6,-8" 20'-0" 1ST FLOOR FRAMING PLAN (EXT. DECK ADDITION) NOTES: Scale: 1/4"=1'-0" • RAILINGS ARE NOT REQUIRED,T.O.DECK IS LESS THAN 30"ABOVE GRADE ON ALL SIDES. LEGEND&KEY NOTES: DECKING PER.OWNER SELECTION.PROVIDE DECKING W/16"MIN.SPAN RATING,SECURE W/CORROSION RESISTANT DECK SCREWS,TYP. CONNECT P.T. LEDGER.W/SIMPSON "TITEN STAINLESS-STEEL HEX HEAD SCREWS"x 3%" LONG @ 8" O.C. STAGGERED W/ 2" TYP. EDGE DISTANCE ON LEDGER TOP & BOTT. TO EXISTING CMU FDN WALL. 2 SIMPSON"112.5A"HURRICANE TIES @ 16"O.C.,ALTERNATE SIDES,TYP. jN OF iygSS SIMPSON "L50" ANGLE CLIPS @ 16" O.C., ALTERNATE SIDES, TYP., USE DOUBLE ANGLE LARSJENSEN N CLIPS AT(3)-PLY 2x6 BEAMS,TYP. p STRUCTURAL 1 SIMPSON."PB46 (H.D.G.)" HOT DIP GALVANIZED POST BASE, CONNECTING DROP BEAM U N0.50602 y TO CONC.SONOTUBE,SHIM AS NEEDED.FILL ALL HOLES W/16D NAILS. °Po �FGISTE��� SS�ONAL ®INGHOUSE 2015 ' inghouse.pc PROJECT TITLE: DATE: 07/ /2015 °eaxt02 284 WAKEBY ROAD MARSTONS MILLS MA 02648 M-1...Mill•MA0260 ,5e pe...;509-221-2980 l t PROJECT#: ING-PB0011 C_2 ° SHEET TITLE: DESIGNED BY: U J structura design - 1 st FLOOR DECK FRAMING PLAN &ingenuity DRAWN BY: U PAGE 1 OF 2 � I I ELEVATION SKETCH I 10' PERC. RATE= �%Y�fe ��►��fn�� SCALE I" = 4' TEST BY : 924i9-2,--5 w. 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Al 4 1 ASS • �,� �!,. ° "" 810--- ""' '6..._ % � � ';'`. ���:�.��c � ' /G/y�9 GL.....a �.• c a- ..a l�t. _rAy.Z . yy�4��q �Q rrl j y{ 0 F t.lq e ._ 8 8"" -,. shy Sy�j \0 c p tiC,_ 89 — JAMES l o J. (j,8• 7 3 3 0 FOR 7N1.5 JyJT�M 183 r 9 / \ 4e,,7ro,t, 1 \ 77 c-IFS.S/D , 13 , M s Q a1JC. i 1=ouAlD �, VA W � " SOIL LOG ' Y."PEA9TONE •LOAM s FILL10 ••- r �i on 4 C.I. 1000 BOX I;.o•;0 1000 GAL. ° e o • I - IO'MIN. GAL �'e�;e PRECAST OR c 24 ,�, ,yo SEPTIC I':• • •. ° , I MIN ©E°CG . 4 Anz ,) BLOCK . I 7�s7- ;eo t- + TANK 6' 1 SEEPAGE ff I °dam° PIT 57aAe r 20' MIN. .I I FOUNDATION 1 1 %2" WASHED STONE I ' . 1 I ELEVATION SKETCH I - lo' I PERC. RATE /y��� Zs�►�a ��.� - SCALE I"= 4' TEST BY : .724ME-5 as. 47414494 .4F TOWN INSPECTOR: J BACKHOE OPERATOR: 1 TEST MADE ON : 4 ' r f c? 3 ,q �. f A \ \ 'N, N � 1 ,c1E/2E,8 Y CE�T!�Y 7/NAT r V A"' OC.gTE D /Al 7'H64 *ww. I 9 7 GpA/.a"c M 7b TNAS ZOiV/A/C7 ..mom- m~ 64- """'o` $E7- QAG�t R.EQ'C///2 G/`9F NTS /ovo dWk. 1`7 ASS . �• . � •-- --•.-8 6--• :""" •�.,�,i,-o `� ��' sE.A»� t ., /G/rf y_ ....... >,-✓_ ,cam //" . L1 , ��� JAMES y+ 8� - s�o+CiN %C P. LAPSLEIr q D ,Q Na 22597 Q su - 4e ` E 3 e,,e,:Ka, + .�� ��o q p Kara.' = 3 30 'Z,)MAr• !/,r,CotvRaG£ d9A/�-y ��� � , �i \ - Ql ' F'OR TN/.S Jy3 M • s/or���s � � o� 4'70Sr 1.51 _.__. d. k ..._...,., pgo pow a p Coo 7Z9v.e . \ ♦Z O 5 140 44 ► �-. — . .7I Sq - 1 F VAIP PENWICK yG1 T80) -'davc N9/,L CHAPMAN rnl �G�Y /Ar S r No:21654 O `ll VS/A 7-4 All P, ` ST�R�ti�/ �L s 13:8i3 ELEVATION SCHEDULE • �� '.. PROPOSED SITE PLAN I. INV. AT ' FOUNDATION = 65.05 a SEWAGE SYSTEM DESIGN t 2. INV. INTO SEPTIC TANK = 84.85 • IN i 3. 1 NV. OUT OF SEPTIC TANK '.44,0 sTi44�16e?M4$r0QT tni, 19's5 + 4. INV. INTO DISTRIBUTION BOX = 84'38 SCALE: I"= Z,or �19'r8 -+ 5. INV. OUT of DISTRIBUTION BOX = Zo C - ?414" - 6. INV. INTO SEEPAGE PIT = 64"00 CAPE COD SURVEY CONSULTANTS ROUTE 132 7 BOTTOM OF PIT = 78'QQ HYANNIS ,MASS. ~ 1