Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0032 GENERAL PATTON DRIVE
� � v 0 � �_ 1 �� ,� k Ar,-s t='k 27665 F''928 0-51058 09-04-2013 a 09213a MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 09-04-2013 a 09:13am Ctl': 168 Doc?: 51058 Fees $949.05 Cons: $277,142.89 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS FORECLOSURE DEED Date: 09-04-2013 8 09:13am Ctl': 168 Doc': 51058 Fee: $749.25 Cons: $277r142.89 MetLife Home Loans,a Division of MetLife Bank,N.A.,having a mailing address of c/o JPMorgan Chase Bank,National Association, 1555 W.Walnut Hill Lane,Suite 200, Irving,TX,75038 the present holder of a mortgage from Ronald Sansoucy to Mortgage Electronic Registration Systems,Inc.dated August 19,2009 recorded with the Barnstable County Registry of Deeds at Book 23992,Page 51,by the power conferred by said mortgage and by every other power,for TWO HUNDRED SEVENTY-SEVEN THOUSAND ONE HUNDRED FORTY-TWO DOLLARS AND 89/100($277,142.89) N' paid,grants to MetLife Home Loans,a Division of MetLife Bank,N.A.,c/o JPMorgan cwi Chase Bank,National Association, 1555 W.Walnut Hill Lane,Suite 200,Irving,TX, 75038 the premises conveyed by said mortgage. �i 0. Executed as a sealed instrument this Tviti 2. 02013. J c See Limited Power of Attorney registered MetLife Home Loans,a Division of MetLife Bank, II with the Barnstable County District of the N.A. Land Court at Document Number By JPMorgan Chase Bank,National Association, 1216107. its Attorney-in-fact x By. A Title: Vice President Bryan.Perrili STATE OF MFran Min ,SS � �a 2013 OnthisN of ,2013,before me,the undersigned notary public,personally appeared Bryan Perrill of JPMorgan Chase Bank,National Association,as attorney-in-fact for MetLife Home Loans,a Division of MetLife Bank, N.A.,proved to me through satisfactory evidence of identification,which was personal knowledge,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he/she signed it voluntarily for its stated purpose. �JL O 2 2013 Tara L.Tucker ,Notary Public My Commission Expires:����� ' aY• ' TAR.4 L.TUCKER Notary Public,State of Ohio My Comm.Expires 05/26/20 9Te,O'Fi�o Return to: Orlans Moran PLLC P.O.Box 5041 Troy,MI 48007-5041 File Number:715.0450 D( Bk 27665 Pg29 #51058 Q Affidavit of Sale I,James Southard Esq.,Employee,Member and Authorized Signatory,Real Estate of Orlans Moran PLLC under Certificate of Authorization for MetLife Home Loans,a Division of MetLife Bank,N.A.,("Lender')named in the foregoing deed,make oath and say based on the written information provided to Orlans Moran PLLC by MetLife Home Loans, that the principal,interest and other obligations mentioned in mortgage from above referred to were not paid or tendered or performed when due or prior to the sale, and that this office caused to be published on the 13th day of July,2012,on the 20th day N of July,2012 and on the 27th day of July,2012,in the Barnstable Patriot,a newspaper with general circulation in Hyannis,a copy of which is attached hereto as Exhibit A. A This office has complied with Chapter 244,Section 14 of Massachusetts General Laws, as amended,by mailing the required notices by certified mail to the last known address of the recipient,return receipt requested. 0 cPursuant to said notice at the time and place therein appointed,the sale was postponed by public proclamation upon the mortgaged premises to August 27,2012 at 03:00 PM,and thereupon,the sale was postponed by public proclamation upon the mortgaged premises to September 27,2012 at 03:00 PM,and thereupon,the sale was postponed by public proclamation upon the mortgaged premises to October 29,2012 at 03:00 PM,and thereupon,the sale was postponed by public proclamation upon the mortgaged premises to November 6,2012 at 03:00 PM,and thereupon the Lender sold the mortgaged A premises at public auction by Holly A.Mobilia,a licensed auctioneer,of Towne Auction to the highest bidder MetLife Home Loans,a Division of MetLife Bank,N.A.,c/o gg JPMorgan Chase Bank,National Association, 1555 W.Walnut Hill Lane,Suite 200, p, Irving,TX,75038,for the sum of TWO HUNDRED SEVENTY-SEVEN THOUSAND ONE HUNDRED FORTY-TWO DOLLARS AND 89/100($277,142.89),paid,being the highest bid made therefor at said auction. C7 N M " See Certificate of Authorization recorded herewith. Ja d Esq., EdIployee,Member and Authorized Signatory, Real Estate of Orlans Moran,PLLC,on behalf For signatory authority,see Delegation of of MetLife Home Loans,a Division of MetLife Authority and Appointment registered with the Bank,N.A. Suffolk County District of the Land Court as Document Number 815953. COMMONWEALTH OF MASSACHUSETTS MIDDLESEX,SS & Q,2013 1.0 On this a-t of ,2013,before me,the undersigned notary public,personally appeared James So hard Esq.,Employee,Member and Authorized Signatory,Real Estate,of Orlans Moran PLLC,on behalf of MetLife Home Loans,a Division of MetLife Bank,N.A.,proved to me through satisfactory evidence of identification,which was personal knowledge,to be the person(s)whose names)is on the preceding or attached document,and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of their knowledge and belief. itl�gfta,Notary Public My ommission Expires: ,SII41'%n.....';" Return to: ••=°a3 �•- �,'• Orlans Moran PLLC yFt c� P.O.Box 5041 2 ` a`` Troy,MI 48007-5041 File Number:715.0450 Bk 27665 Pg30 #51058 al EXHIBIT"A" ATTACHED TO AND FORMING A PART OF THE FORECLOSURE DEED FOR PROPERTY AT 32 General Patton Drive,Hyannis,MA 02601 MORTIMM S MIM OF SALE.OMM Ef 1T11TE. By vhm end hf VaMori d the Powa of.Wo coritakred in A certain Mor;iep by Ronald.Serisa�{y.6a.Morfgege Efeehorhfo Regigtr. Sjaleri e.lrm,datadArghrat 1g'.M and reco rd.d1lh.If 8ams!aWe CoUrrly Re s4yAdDe 13 at Book 2399?�Pap 51 of wldoh tie. t..urhderabned 1.the preserd holder by aesigihiRsrht;foi.tkeaOh df Uiea�hditorhe . d said Mortgailwerd lor�lie pp pose Of Aoredosing same wit be sold gl.Wt Oc Aucpon a eld;ori ghgahat%2012 al 32 I�erherel Paltop,Drive Hyaiuds eiryrytere a pranises .,din f klodgage Jarid vdph buildhgs.,tlie�on. ep:32 Gonerei PaiQai Odve Hernia Masaedniseksandfiatlu>r dorw�kYowa.' ::.6eid¢,sh'gwn'es Ld22.on a'pbn.ef lard erheted:%id*Wkdon:. �p ,P.farrd.LanC.q.Hyaimis,Bemsfable,Mass'fof Die'86MOable Ffaus6�yJii"_,'Scale 1 in,='.40 feet,dated Mardi 28,.Im N dlswn•:by"A >tfieded by W.C.N. Charles$a.",;lk RepNOsfedC¢Rf`#510v�yors,NymudS CWu Cod:No.S7180, . N tiQifdi - {led In Bamsteble CWrdy.Regl*y of . Deeds Page]� Q fw idle v see Died 6qh:Mtolrhete P.Sa(woucy erd dekd'Mey M 2W recorded with the. Bem�tila`Cauf�jl.Regletry of Deeds4n Book 2M,Page 155., . The pfemises.aiBfo:6e sold siOjacttoarhd w®h the benA of d P. easemehis iasbid«w bdlkling end icing bxa,;urpald texas W.D@qs ens and assesswate d*b,Of C AAepos3ai hW POWR$AND.00':CF1fTS '(fi 9QD bQl:lp:gi@So1m of 0. d**'or bank tr8aerreta l ea(C.w O bgypgsired JP bdliaGveled:_. beiwe tie'tnhe ilia. bid's<oQered,Ythe:epcoessk6 DIQQer 68.rsfubedlo owcute a Fore ::SefeAgreement'pnrrrediately a .the close of the blddng:Th§.bplengo or t a p 1-im.Pdce shall be pald wthln tab'(30)dip from the sale date in the form of a cert ied check, bank beasurer'e dreckor ether check sa5i taido yto Mortgagee's allomay.The Mortgagee resets A rillht to bid.at the sale;to reed.any and ail bide,to omtlrwe Om sale end:to emend the y" terms of ire safe by vaned or oral emwmcenieia trade bebrp or > duibg t he forecke4re sale.If the safe is set adds for achy masoiL w the Purclhaser al the ode"be erdided onty to a return of the A deposit paid. q The pwcheser shell.have-no fuller receorse against the Mortgagor,the Mortgagee or the Mortgagee's aftorW.. The.. descriptbn of the premises conaDhed'm.eald w4age shall p„ mnbd ih the sued of en errarm tlds.phAp�ii;111ff WILL�. . OF THE ESSENCE. .. Otlhatemhs tams to be anihauhce0 ei*wWe.'.. � Meq.ite tbma Wans,`a 0N(slon otlAit.ife Bank N71. y PreeerdFfolderot [� ByheA ,_ Orlm Moen PLLC.' en P.O.Box g821 W` BostarI M02126:. . ;_:-Pheire:(617)502.4100' the Bamstabb psb*a,'`. July 13,July 20,and July2y,2012 Return to: Orlans Moran PLLC P.O.Box 5041 Troy,MI 48007-5041 File Number:715.0450 BARNSTABLE REGISTRY OF DEEDS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION L ` j Map ?-Parcell/ Application V:. Health Division Date Issued "t IS- / �c Conservation Division Application FW Planning Dept. Permit Fee�� ` Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 3 Z CaE.tJ E.raL Q A�i\ n1 4 . a� Village Owner Address Telephone U � � Permit Request. .. '° Fv)1 �01 T�� t,lieTff T�/ Square feet: 1 st floor: existing proposed \_mc) 2nd floor: existing proposed G Qo Total new 0 Zoning District Flood Plain Groundwater Overlay Project Valuation%?. D o Construction Typed tJ G Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting_documjntation. Dwelling Type: Single Family A Two Family ❑ Multi-Family (# units) .4 Age of Existing Structure 04© Historic House: ❑Yes A No On Old Ki4i" ighways ,❑Ye ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout Ell Other r4o�J F. Basement Finished Area (sq.ft.) 'Z . Rp Basement Unfinished Area (sqA) Number of Baths: Full: existing new S Half: existing "01,J . new Number of Bedrooms: existing I new Total Room Count (not including baths): existing new First Floor Room Count .3 Heat Type and Fuel: 10 Gas ❑ Oil ❑ Electric ❑ Other Central Air: W Yes ❑ No Fireplaces: Existing 0 New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new. size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - .,._.APPLICANT INFORMATION (BUILDER OR HOMEOWNER) i Name Telephone Number Address License # Home Improvement Contractor# Email Worker's Compensation # .-�SALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY t =� APPLICATION# DATE ISSUED T MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNS+TABLE BUILDING PERMIT APPLICATION � � Map € ''" ' ",, � T, R Application # Health Division ,, Date Issued 1�1—/7-6 Conservation Division Application Fee �C—)C—) Planning Dept. Permit Fee, (0 £r ? :' Date Definitive Plan Approved by Planning Board `b " Historic - OKH _ Preservation / Hyannis Project Street Address Village \ �C_ko lc\\) Owner �A\1�\(Xn C Ck�ed O�O Address ri Telephone Sot— C 5 b 1 5�� Permit Request 2as\N6 CW\\ ,-0('\ `o LlVAna w6rf\ C'no �lC4�et1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use -APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CCN�C06�0 Telephone Number- OKI 0-,-a cAddress, 5� C-ent(0\\ �O Nk)(-N License # ��^\7 Home Improvement Contractor# Email ,(,OVrNWorker's Compensation # v ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 'I 0`rAoV 10" rC,W n M SIGNATUREy`DATE r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE i , OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ` DATE CLOSED OUT ASSOCIATION PLAN NO. GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. `2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. r b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per=-750 psi, Fc_pai=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. 1 x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code. `-► Dep¢rlmerrt Offal d r•-:dvr,fc 09-=gfbrP tP9u&ns 600 Washbigtvn Street Bosft4 H4 02M , www.mars gwl&ia Workers Camp ensationInsmzance Affidavit:IMrl s/CantractorsMedddan&TImabers Applicant Information Please Print Leg-ib r' Name U JA car\ eOXati,z'o Adt3,- 3� �re,(-Z��t• city/Statrl- : � OAC\ M�S, 0*jPha=#: o Are you an employer?die the appropriate box: Type of project(rcgvh-4: ca kwtor and I ti Newcanstrac[ioal ' .1.j] I am a cazplaper wffi - 4. ❑I sin a g� coiployces(Ml md/or pm t time).* have hired fhe sob-cams 2.❑ I min a solo piopdatur or pmtocr- listed on the attached sbcct 7. 2"&oodCh3g sbip rind have no employers � s �' 8. [�Demolrtioa wm3dng fntme M—MY capacity 9. ❑Bmlding addition [No wo13=S'comp,msmmmce CQmp.men,anrr. 5. We are a corpomaiion and its I0.❑M=tdcalrcpahs or additions 3.WI min ah=mownar doing an work officers hxm exrcrased thra 1L❑Plmmbingrepain or additions oa3ons' right of cumpdmperMGL [] rzp • �elf Ll`io w �• c.LS2,§I ,mmd we have no IZ_ Roof iris ' m *+co recprrd]t (�employees.[No wadom I3.❑Offier caaP.fiMnMcs regoae&j *Airy appIiea±=�box#I mmtalm M outthe s=fimbelow sbowi &irwai5x 'maiQ - nn pcia7 iah-Z era. t Homeownaa who snbmitthis affidavit induatmgllu.7 am doing 0 wmk and their hire unWA I Ia=Ld s¢bmiYanrw affdak iadi—f;n Inch_ .* &,I eeI'li, box mast attached an additimmy shot showingf c namo afthe sub-ems and slate whd5a ornotthose mditics have empbyp=:L Ifthe s]b-matmcmzs have rmpb y=Sc fty m>pt provide the¢WMkMe cmoop PAY=mbm I am an employer that is providmg}Porkers'c n p=adurt Azrrrranre for inp ra:playeu Below it az poky and job site . ti�ormation, • Iusm-ante Company Nmme: Policy#or Sclf-ins.Lic.#: FxpirafinnDeft Job Site Address: CifylSt /L�: Affach a copy of the workers' co=pensatiobt policy deelarafion page(showing the polcy number and czpi :M date). Fal-irmtosewerca=agoasrequiednnrI Sectinn25AofMGLc.152 cam lmdtoflit imposition*of coalpenalfirsofa fmn up to$1,500.00 mnd/or ono-year iozpnso=eat;as well as civil peoahii s io.ffim k=of a STOP WORg ORDER and a fine of up to$250.00 a day against the viohdor. Be advised that a copy of this shdcmccztmay be firwmdcd to thin Office of h vestigafims of the DIA formsanmmce coverage yaiticadom I do hereby pains amdpenalties ofpnj�nY that&c informa6mprovided above atrue curd correct Phone Olftdd use only. Do not write in Phis area;to be cotrh:Aed by city or tone g 7daL , City or Town: Prrmi jf irPnce 0 hsaingAIIthuntp(circle one): _ - - __._.._ _.. _.. _.._.____....- - --•- - L Board of Health 2$m1dmgDepartanent 3.CifylTown Clerk 4.EIe I Inispector 5.PImnbing hspectur 6 Othcr Contact Person: Phone h.formation and Instructions , . . .' Mk%wchnrsetts C==zl Laws chapter I52 regonrs all croployeas to provide woxia s'compensation far fficr euriploye w Parsoant to this stiff an eu ployae is defined as'-every person iia the service of smother mdrr eay contract ofhi r., express or implied,oral mrwritten." , An eznplayeT is timed as'an mdividnai,pmIncohip,assoc sfipm,corporatism or other legal entity,or Bay two or more of the f=going engaged is a joint m&zpsse,sad inclndmg the Iegal mpresmdafives of a deceased employer,or ilia receiivw or trustee of a a individnal,partnership,association or other Iegal entity,employing employees. However the swum of a dwmUinghoosc havingnatmmre tban fbree aparI f and who resides therch;or the occ qmd of the- dwelling house of another who employs persons to do maiat:amicr,rl,na6-acd m or repair work on such dweiting house or on the grounds or btu'Idmg gVm:t=m3t tinerab shall not because of sash eonploymenf be deemed to be an employer." MGL chapter 152,§25C(6)also states that'every state or local licensing agency shall withhold the issaa ce or renewal of a license or permit to operate a business or to construct bulldmgs in the commonwealth for any applirantw<ho has not produced acceptable evidence of cdmpliian ce with the incur n ce coverage required-" Ad di ionaIIy,MM chapter 152,925C(7)sW='leghm the ccm migaweaM nor day ofits political subdivisions shall ...... eof=into may caotract for thopedutmanco ofpubhr,wm&unfl ac=ptablc evidence of campligacewith the insturance,. regvurniets of this cbapt erhave Been presented in the confrsrtmg mimotiiy." A ppIimris , Please f of out ffic,wmdo3s'compensation aidavit completely,by cheaiVmg the bm=ffist apply to yopr sitnation and,if n m=ary,supply sob-cmo�s)name(s),address(es)and phone ni— ar(s)along with thcfr ccrtiflcabe(s)of insurance. Limitmd Liability Companies(LLC)or Lind Liability Partnerships(LLP)withno employees other than the mffrn a rs or partners,are not rt q and to carry wadmrs'cmmpeusaiimn insoance. If an LLC or LLP does have empIoyees,a policy is regafi=L Be adyisedthatthis affidaykmaybe sabmiifrd to the Department of'Indush:W Acciderds for cow mmfinn ofinstnance coverage. Also be sure to sign and dah.-the affidavit The affidavit should be re =Led to the cityy ar town that the application for tfne pent or license is being rcgnesh4 not the Department of Industrial Anaidemts. Shouldyou have arty questions regm f'mg the Law or ifyou mr regaimd to obtain a wodrers' campensationpolicy,please call the DeparfinemI at the member lisizd below. Self-insisted companies should coter_their self-insurance license nomber an the appropriefe line. City or Town Officials r Please be sore that the affidavit is,complete and pored legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in.the event the Office of Investigations has to confect you regarding the applicant Please be s=to M in the pen�if'/Iicense manber which will.be used as a refhn==number. In addition,an applicant mat must submit multiple permMicc se applit afians in any given year,need mmly submit one affidavit indicating cmrent policy infb=anon(if necassaiy)sod under'Job Site Address"the applicant should write"all locations in ' (city or town):'A copy of tine affidavit that has best officially stamped or niarlced bythc city or town may be provided to the appFiran as proof fast a valid affidavit is on file for ft a perils or liccascs A new affidavit must be filled out es ch year.Where a.home owner or rim is obtaining a license or pemmrtnot related to any business cr commercial venturo (ie, a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit: - The Office of Invesiigaiinns would Mot to thank you in.advance for your coopera ion.and sbomld you have any questions, please do not hesitate to give us a call } The Department's address,trlephonc and fax number: • - . . - • . The�Qu�.ttl�of Massach�sei� - . Daparlmmtt C&Tnarstdsl Ac pi des . (mice of�n.�es�gatious 6GQ�as�tan Sfre�t; $ate,MA W111 Ta#617 7`27-4900 c� t 4-06 or I-M MASSAM Revised 4-24-)7 Fag 617-727 7749 • WW mas -VAHa AFDC Guide to Wood Constructiou in H191, end f(reas: 11D stph I nd Zorte Massachusetts Checklist for Compliance(90 CiMRS301.2.1.1)t Loadbearing Wail Connections Lateral(no.of 16d common nails) ............(Tables 7.a..........................................._.... .._... Non-Wadbearing Wall Connections Lateral(no.of 16d common nails)._....................__(Table B).__-................................. ......._._..< Load Bearing Wall openings(record largest opening but check aU openings for compllance to Table 9) HeaderSpans ......_......-_...__.----.._...:.............(Table 9).......:.......:-................_It_in._11 Sill Plate Spans ---------------------..-•.---.......___-..---_(Table 9)...............•-_..._..........._it_in.511' . Full Height Studs (no.of"studs)..........._•__-__..:-........(Table S)..........._....._._................__-.-_--_.. Non-Load Bearing Wall Openings(record largest opening btrt check all openings for compliance to Table 9) Header Spans....................... ..........------- _...._..-.-. ft n•-512 Sill Plate Spans.... ................_.....--.........(Table 9)......-_:.._-._-.......... _ Full Height Studs(no.of studs)..._.............._.____-.-__.(Table 9)........_.......................:.............. ..... Exterior Wall Sheathing to Resist.Uplift and Shear Simultaneously Minimum Buldng'Dimension,W Nominal Height of Tallest Openine ........................ 5 6`B' -- . SheathingType........-......._......................(note 4)::......................................__ Edge Nail Spacing._......_-_-: .-_..... ..--......._..(Table 10 or note 4 if less).._........._._....:. in. Feld Nail Spacing. ........(Table 10)........._ ._........_...-...._...._ in. Shear Connection(no.of 16d common nails)(Table 10)... - ..._.................................... Percent Full-Height Sheathing..._._:_........:_.(Table 10)................._...I............._............ 5 Additional Sheathing for Wall with Opening>6'B'(Design Concepts)....._..._........ Maximum Building Dimension,L Nominal Height of Tallest Opening2.................................................................... s 6'8' SheathingType..._..........._._.._-__......_.....(note 4)--------------------------------------------- • Edge Nail S aun ......_._-..(Table i 1 or note 4 F less)........_.............. in. P g•--......._....._.....- Feld Nall Spacing....._.—..__-...._--.-.._._....t_(lable 11)........._....:,....-..--_........_..'_----• - in. Shear Connection(no.of 16d common nails)(Table 11). ... ............_..._ •-_•--_ _ Percent Full-Height Sheathing..._..._........._Crable 11)....-._...._.-._---_..._.---.... _Yo 5`K Additional_Sheathing for Wall with•Opening>6'8'(Design Concepts).....-.-..—..... Wall Cladding Ratedfor Wind Speed?................ ............................ .....__......._-....__..._..........__._..._..._ 5.1 ROOFS• Roof framing member spans checked?......... (For Rafters use AWC Span Tool,see BBRS Webs'tfe) Roof Overhang .................................................(Figure 19) _---------- ft S smaller of 2'•or M Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Upldt...._..._._........_......_.__.:._..(Table l2)_......................:................. U= plf - Lateral .._._................ .. .........(Table 12)...._..................._....__........L= plf Shear-�- ' .(Table 12)..............-............. ....---S= plf Ridge Strap Connections,if collar ties not lased per page 21...(Table 13). ._____.....: ............T= plf Gable Rake Outlooker•..................... -'-(Figure 20)............. ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Wails' Proprietary Connectors lb. Uplift...-•-_..:.................._._.__......(Table 14)---------_._-----------.-.......•_..__ 'Lateral(no.of 16d common nails)_.(fable 14).......................................L= . lb. - Roof Sheathing Type____._._._ ...._.._...._....____.(per TSO CMR Chapters 58 and 59) ......... . -=-- - ' Roof Sheathing Thickness.:............___•...-._.__.-.:.....:....._......._.__..______..__.........—in._7116"WSP Roof Sheathing Fastening...............__-------------------:(fable 2)_..............__.............. _.._............_..— Notes: •1. . This checklist shall be met In its entirety, excluding the specific exception noted In 2,to comply with the requirements of 760 CMR•5301.2.1.1 item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uprdt Straps per Figure 14 - d. All Straps per Figure 17 e, Comer Stud Hold Downs per Figure 18a and Figure 18b 2 'Exception:Opening heights of up to B ft shall be permitted when 5%Is added to the percent full--height sheathing 'requirements sh6wn in Tables 10 and 11. 3. The bottom sll plate in exterior walls shall be a minimum 2 in nominal thickness pressure treated#2-grade. ' .4WC'Gatde to Wood Consfrucfiort ur High Kind Areas:f10 tnplr kYrrd Zone Alassachusetts Checklist for Compliance (7eo cnTRs3ot—.I.I)' cbcck �y� 1.1 SCOPE C WindSpeed(3-sec.gust).._..:_........_.._........._...»_..._.._.._..._.._._......_......_..............,......—..I 10 mph WindExposure Category..__........................_. ...__....._..............._......._...._._............. ..........---.._:_B Wind Exposure Category................Engineering,Required For Entire Project.......................................0 12 APPLICABILITY Number of&Wes(a roof which exceeds 8 In 12 slope shall be considered a story) stories 5 2 stories Roof Pitch - • ....._..__.._...._......:_......_.___.._.....__......._.....(Fig 2) ..........._;............................. 512.12 MeanRoof Height _.._...»..__..._._._..._._...._............._. (Fig 2)».................. ................._....__ft S'33' Building Width,W_......_...__.._..._._......._..._.---.._..--_.-(Fig 3)_...:._..........:...__.-•---....._.:.._.._It S 80' Building Length,L......._.._.._.................._.......:..__...._:.»Cog 3)_....................................... _.. ft S BO' Building Aspect Ratio(LJVI) (Fig 4)...__.»__........_._..-----.._..._.._. 5 3:1 Nominal Height of Tallest Openingz .........._.._..._..._.._-_(Fig 4) .... :.........................._. s 6'B' • 1.3 FRAMING CONNECTIONS General compliance with framing connections.....__........_.(Table 2).......................................................... 21 FOUNDATION ' Foundation Walls meeting requirements of 780 CMR 5404.1 Concrtte........:.................. :....................... .......................................................................... Concrete Masonry........ .............. ....................._......_.._..._.:._.._....:.......---..».�........._..... 22 ANCHORAGE m FOUNDATiON'-3 5/8'Anchor Soltsvimbedded or 5/8'Proprietary Mechanlcal Anchors as an alternative in concrete only Bolt Specing-general.. ..............................__...:.(Table4)........._.. ...._....._.__...._... in. Bolt Spacing from endrofntof plate.._......._..»...._._(Fig 5).._._..._......:..............._ In.:5 6'-12'. Bolt Embedment-concrete._......._..__...._.__..._......(Fig 5)................................;...__... in.t 7' Bolt Embedment-masonry..................................._(Fig 5)__....._.t_......................_..... In_a 15' PlateWasher..:..................................................(Fig 5)......_-.__._.......................__k 3"x Y x 3.' 3.1 FLOORS Floorframing member spans checked ..._......................(per 780 CMR Chapter 55).........._.......__.._._..._. Maximum Floor Opening pimension.._........_..__..__....._._(Fig 6).. _.. ..... ........... ..... ft_-512' . Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:.............:......... ......... MtDdmtim Floor Joist Setbacks Supporfing Loadbearing Wallis or Sheanvali...._.-......_(Fig 7).................................................. ft s d Maximum Canblevered Floor Joists Supporting Loadbeanng Wals or Shearwal........_......(Fig 8)_.._...._......_.................._......:....—ft s d FioorBracfngat Endwals..........................._...._..........._..(Fig ..................._.........._...._....-_...-_. FloorSheafhingType ...... .__..-.._.._...:..._.__......_.._...._(per 780CMRCtiapter55)......... Floor Sheathing Thickness.........._._.._...-..............._.......(par 780 CMR Chapter 55)....._..........._... In. Floor Sheathing Fils[erring_.....................__._.........._.....:.(Table 2)»_d nails at in edge/ in field 4.1 WALLS - Wall Height Loadbmdng walls._.._...*:......._._....__.......... (Fig 10 and Table 5)...........�.._....._.—ft S 10' Non-Loadbea'ring walls..__....:._......_._.._.._...._-_.(FIg 10 and Table 5).......................-.._ft'S 20' Wall Stud Spacing .....-...-_------------ ....._....-_.............. (Fig 10 and Table 5).._..........._..._in.<24 o.c. Wall 5 Offsets ..(Figs 7&8)_......_............. ft S d ; Cory, ........__..._...._.........................._.. ....._....__. — 4.2 0CTERI,0R-WALLS . Wood Studs . Loadbearing viralI$................................_......_._.._......(Table 0.........................._.2�c -_ft_in• � Non-Loadbearing walls ......: able 5 - ' Gable End Wall Bracing' — — —IrL Full Hefdht Endwall Str�ds..._......_..._.._......_._......_._(Flg 10)_....._._...:_.........._........ _........__.._:...._ WSP•Atfic Floor Length.__--._..::_...__-....._.__._(Fig 11)__..__....---..:_....._......_.._ ft zW/3 _ 'Gypsum Ceiling Length(if WSP not used)...--...........:.(Fig 11)..._........_....._._............:..._ft z 0.9W _ • and 2 x 4 Cbnfinuous Lateral Brace @ 5 ft.o.c.-(Fig 11)................................ or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocidng @ 4 fL spacing in end Joist or truss bays Double Top Plate Splice Length .._.._.-....:.......... -- ---(Fig 13 and Table 6)........................... .. ft f!FF C Grcirle fo 1 o J Con str collar i�r Hi�Ir j�rrrd f{reas. 110 ratP h Mind Zone. f a r Massachusetts Checklist for Compliance(7so CMR53o1l.l:l)' 4. a. From Tables 10 and 11 and location of wall shi athing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: I. Panels shall be Installed With strength axis parallel to studs. 11. All horizontal joints shall occur over and be nailed to framing. 01. On single story construction,panels shall be attached to bottom plates and top member of the double ' top Pam• '•: • Iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first fldorframing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d III staggered at 3 inches on center per figures below:Vertical and Horimntal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required If project is 1,mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless then:is extenslve renovation to the first•fioor c)replacement windows—needs energy conservation compliance only(chap 93) 8•Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B maybe obtained from the American Wood Council (AWC)webske. WHM-11ME FEWSON FFY/WR+iG r75Ead NAILS 'AT6"= H H K t t o H i-l'F• i { I � �`� • a d �, n CL it + FRANING1+� t ii ii i I EDr-ruTMbMMTE id Y If i ti u 59 1 , • p iI'1 I l� � - 1 •� � 1 t 46 NAIL,SPJI[ JG i WAX PATTERN Po�rH • �— � PANL.EDGE � OOIraLENA1L®GESPAt7VGDETAL See Detail on Next Page Vertical and Horizontal NaTng VerticalHotall - •- for Panel Attachment Arid rrzontal Nailing for Panel Attachment ` Y c - i ^a i � �= �: 9 . , Town of Barnstable Regulatory Services Richard V.Scab,Director '6 }� Building Division Tom Perry,Biuldmg Commissioner 200 Mam Stree%Hyaffiis,MA 02601 www.towa.barnstablema.us Office: 508-862.4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ,as Owner of the subject property herebyauthorize to act on mybehA in all matters relative to work authorized bythis bulling permit application for.. (Address of Job) ''''Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled led or ut7lized before fence is installed and all final inspections are performed and accepted Signature of Owner Signature of Applicant Print Name Print Name Daw QT0RMs:0VnW.PERMMSMIe00Is Town ot-Barnstabie Regulatory Services oFViE h Richard Y.ScaU,Director ' Building bivwon # BUM Tom Perry,Building Commissioner 200 Main Street; Hyannis,MA 02601 wwwtown.barnstabIama-us Office: 508-862-4039 Fax 509-790-6230 _ HOMEOWNER UCEM EXEMPTION —klmserrint DATE: .roB LOCAnc N: "�7. (Te n2 Wi o\nn� numbcr shut village �iOMEOWNER': t Al\\\C,V' L o.C'JQS® ���' C\ S 515 name borne phone# worm phone# CURRENT MAILING ADDRESS: eityhawn state rip code The current exemption for"homeowners"was eodended 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 sumervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or iniruds to reside,on which there is,or is intended to be,a one or two- famUy 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` mmeowner"shall submit to the Building Official an 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 Buildnag Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she underetarids the Towa ofBaunsstahle Building Departmentmmimuml inspection pro Its requirements and that he/she will comply with said procedures and requirements. 7 0 Approval ofBtuUd ng 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 HOMTsOWNEB'S EXEMPTION The Code states that: 'Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors) provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 215) This Lack of awareness often results in serious problems,particu larly when the homeowner hires unlicensed persons_ In this case,our Board cannot proceed against the unlicensed personas 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:IWPFffMS F0RM5Un4I mg permith=UD TM.doe Revised 061313 FRS b� ------------- ...... wAu—. I - - LL _ 2nlo E -. --V , • IZ , i1Y • � �„6` ITT ��,s�� of MASS4 'F�l Wes- slotA eg PROPOSED MODIFICATIONS MICHELE CUDILO, P.E. Consulting Structural En ineer Centerville, Massachusetts 02632-1979 508 771-7601 Drawn By: MC— C Date: 07/23/15 Drawing 32 GENERAL PATT®N DR. Sale: t3 A NOTCtc-D Rev. 0 HYANNIS, MA S K— 3 File Name:DASILVA Project No.2015-153 ......... . � H• dal N�ktL�'� a•�• _ . Ot4 rl iPW � all 1.; i 1 j1 r �, � i j jI C � • E, ...-..yam. i a�UOD °gTAoc.,T P-04L j?AMSL . c,..x SP ATTACHMENT � t� 1 CAL -i4c;p izo.mTAL u I vy a u 1=D xAp TArr. llJ.SsXATto 71 i _,k OF MASsgcy i 2� MICHELE GJ, � CUD ILO o STRUCTURAL N No 34774 'o cQ �SSIONAL� PROPOSED MODIFICATIONS MICHELE., CUDILO, P.E. Consulting Structural En ineer Centerville, Massachusetts 02632-1979 (508)771-7601 Drawn By: MC Date: 07/22/15 Drawing 32 GENERAL PATTON DR. HYANNIS, MA Scale: AS NOTED Rev. 0 S K- 2 File Nome:DASILVA Project No.2015-153 �r N1t m raI IN'Cf.�ivlt�Gttt1� Cb!-I II ��b�, T � �15M �Rt'1'YP. ( { I . i m S 1 I � j YVSP ATTACN!MENT 90T 70 5G41,. _ T-oR ABRT: ---kQ---A0P-tZ e �4Tt� �1 /i� 1T 4.NOTESE Wood Structurat Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii_ All horizontal joints shall occur over and be nailed to framing: iii. On single story construction,panels shall be attached to bottom plates and top memberof the double top plate. iv. On two story construction,upper panels shall be attached to the top member of ilie upper double top plate and to band joist at bottor of panel.Upper attachment of lower,panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and,girders shall be a,double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment The Comrnorrrcrealth o,f Vassadi'usetts Deparament o,f Indrfstrial Accideras - - Offike of Investigations 600 Washington Street Boston,CIA 02111 wymnrrsas&govIdia Workers' Cumpensafian Insurance Af davit:-$mldersiCflntractnrsJEIecfricians!Plumbers Applicant Iuformaf on (/A/l 1M `f A S" Please Print I.eQibly - � Nzine�BasmessflDrganizationflndi�al}. -Address: 3� �cn�rr�1 ���� �l city/s!!'t� �a dnt a2,621 Flue- O l Are you an employer?Checkthe appropriate box: Type of project(required): - I am a general contractor and I 6. ❑New construction 1.El I am a employes with 4. ❑ employees(full an- Mor part-time).* have hired the sub-contractors 2.❑ I am a sale proprietor or listed on the attached sheet. 7. ❑Remodeling. AT and have no employees. These sub-contractors have g-,❑Demolition woradng for me in any capacity. employees and have workers' 9. ❑Building addition. [NO'UMIkers'camp.insurance comp.insurance$ regoired_] $. ❑ file are a corporation and its 10❑Electrical repairs or additions 3. am a homeowner doing all worts officers haveexercised their 11.❑Plumbing repairs or additions mysdf[No workers'gip_ right of exemption per MGL 12_❑Ito of repairs insurance required.]i c.162, §1(4X and we have no employees-[No workers' 13.❑ Other camp.insut ame required.] •Aziy appHcut that cheda boa K=st also fill out the section below shntaiag their workers'caMpenM&npeHcy information_ Homwwners who sabn it this dfidnit indicating they axe doing 0 wc*and then}sere outside,contrwtars zn st submit a new affidavit indicating sadL =G'outractors that check ibis box must attached z additional street showing the mane of the sub-cantractoxs and state whether or not tbose eueitin have employees.Ifthe sub-cont=tars hwe employeas,they rmrsrpmv-1de their workers'comp.policy number. -Tani au entp1q er that is providing workers'cosrgmnsafian inmirancefor uzy entpkyees Below is f7tepolicy and jobs site information. Insurance Company Name: Policy 44 or Self--iris.Lic.I Ekpirat on Date: Job Site Addaess: CitylStaW4p: Attach a copy of the workers'compensation policy declaration page(showing the policy number and respiration date). Failure to secure coverage as required under Section 25A of MGL c 1572 can lead to the imposition of criminal penalties of a fine up to$1,6.0G 00 and far one-year imprisonmwt- as w&as civil penaltids.in the foffi of a STOP WORK ODDER and a fame of up to WO.00 a day against the violator. Be advised that a.copy of this statement maybe f nvrarded to the Office of Investigations ofthe D1A for insurance coverage verification- I do hereby c r die pains and penabfes ofpedury thatflte informadan prmided abosv is.trae acid correct C'Sitmatture: _ I}ate: d.- Or UPhone Official use only. Do scot write in this area,to be completed by city ortoorn o;facial. City or Town: PeridtiLicense 4 Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityffown Clerk 4.Electrical Inspector S.Plumbing inspector 6.Other Contact Person: Phone#: Information and lastructions hfassar_husetts G&ac al Laws chapter 152 requires all employers to provide workers'compensation for their employees. parmimttn this statute,an envlayrz is&freed as."_.every Person m the service of another under any contract of him, =:press or finpplled,oral or win_ An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged is a Joint enterpnse,and mclading the legal representatives of a deceased employer,or the receiver or trustee of an individnal,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than tbree apartments and who resides therein,or the omupa at of the - dwelIiag house of another who employs persons to do mairntea ce,construction or repair work on such dwelling house or on the grounds or building appurf enact thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(e7 also states that"every state or local licensing agency shall wifibhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the comet Gawealth for any . applicant who has not produced acceptable evidence of compliance with the iusm-an ce.coverage re - qu " Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor my ofits political subdivisroris.shall ester into any confita ct for the performance ofpublie work until acceptable evidence of compliance with the insurance.. req rireirtents of this chapter have Been presented to the contracting aufhozity" Applicants Please fill oirt the workers'compensation affidavit completely,by checl®.g f e boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), addresses)and phone number(s) along with their certificate(s)of -,•nct„-ance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not requited to carry workers' compensation insomace. If an LLC or LLP does have employees,a policy is required- Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insm'mce coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of lndr,strial Accidents. Should you have any questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the-Department at the number listed below. Self-insured companies should enter their s elf-in�ce license number on the appropriate line. City,or Town Officials Please be scn that the affidavit is complete;and primed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure ti)fill in the permi Iicense number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicating current policy information Cif necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)_"A copy of the affidavit that has bevn officially stamped or marked by the city or tower may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventrse (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would at to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call- The,Department's address,telephone and fax number: _Th��f G.Mmonwea thL of Masachusze s- ` DF-pa rtrn t of Izadustial AorUeats Office of Tau gt tio-= �Q��ashin�tan t Bostau.,MA G� I I I T(,-I.4 6I7'27-4900 Qxt U6 ar I-9 -MASSAFFE Fax#617-727-774 Revise d 4-24-07 r.. • A1VC Guide to Wood Construction ilk Higlr end Areas: 110 nipk f1?nd Zone Massachusetts Checklist for Compliance(790 Ci[R5301.7-1.1)' Loadbearing Wall Connections ' Lateral(no.of 16d common nails).._........._........:........(Tables 7)........_...._..............._.............__.. Non4madbearing Waff Connections Lateral(no.of 16d common nails)......... B)._.....__...»........--------------------_--< , Load Bearing Wall Openings(record largest opening but check all openings for corripGance to Table 9) Header Spans .....»................_._...»...-._..........._.(i'able9)...... in. 11 SMPlate Spans ..-..............................w._._......- Table 9).............._.................._It in.511' Full Height Studs (no.of•studs)..........:».......».».:»......(fable 9)...........»......_......-------------------- Non-Load Bearing Wall Openings(record largest opening bUt check all openings for compliance to Table 9) HeaderSpans.:.........................» 9)-------........_.............—ft—in.5 1Z Siff Plate .................».. .(Table 13)........_...._............... _ft—in.51T Full Height Studs(no.of studs). _. •(fable 9)................................_.............. Exterior Wall Sheathing to Resist Uplift and Shear SimuftanbousV - - Minimum Building Dimension,W . Nominal Height of Tallest Openine .......................................................................... 5 6`8' SheathingType.........................................(note 4):=.._:..•--.......................»...._». • . Edge Nail Spacing.........._.........................(fable 10 or note 4 if less)............._.»...... Field Nail Spacing.............. .».. . --»....(Table 10)........ .............. in. Shear Connection(no.of 16d common nails)(fable 10)... - ..........................................._ Percent Full-Height Sheathing--_---:.........:».(table 10)................._........_......................_% MAdditional Sheathing for Wall with Opening>6'8'(Design Concepts)....._............. Maximum Building Dimension,L Nominal Height of Tallest Opening2.............»........................................._•..........._.» SheathingType..................»----..._._....-......(note 4).................._..»».»..»....»».—---- Edge Nail Spacing......... 11 or note 4 if less)........._............. in. Field Nail Spacing....». 11)........._....... in. Connection no.of 16d common nails able 11 .... . ...--. -•••..••- Shear Conn ( )R ). .................. ... Percent Full-Height Sheathing...--:_.»».».»._(fable 11)...»..».»........... ».......»...�...:.».__ 5%Additional Sheathing for Wall with'Opening>li 8'(Design Concepts)_.......... _..:.. Waft Cladding Rated for Wind Speed?___....._.- ..»---• .»_ .»..._».» 5.1 +ZOOFS. Roof framing member spans checked?........._:...__.....(For Rafters use AWC Span Tool,see BBRS Websife) . Roof Overhang .................................................(Figure 19)............._ft 5 smaller of 2'-or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Upfrft.._.»....._........_....._..__.:.._.(Table 12)......................... ..._.......__U= ptf Lateral..................M....».».,.........(Table 12)....__...»..-.._...»._......_......_L= plf Shear._...»..._....._..........._._.».....(Table 12).......... �If Ridge Strap Connections,If collar ties not used per page 21... (fable 13)............................T= plf Gable Rake Oudooker.................*_.........____(Figure 20)............. ft 5 smaller of 2'or Lt2 Truss or Rafter Connections at Non-Loadbearfng Walls Proprietary Connectors Uplift»....._.:...........:.........._..__......(fable 14)....._..._......_......._...»..-----_U- lb. Lateral(no.of 16d common nails)_.(Table 14)........................................L= lb. Roof Sheathing Type.................. (per(per T80 CMR Chapters 58 and 59)...........: Roof Sheathing Thickness................._..... ._�... .. ... .............».»»............. ...... _in.z 7/16'WSP Roof Sheathing Fastening. ....__.._............_........:(fable 2)»................. ..... .......... _ Notes: •1. • This cheddist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 760 CMR.5301.2.1.1 item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Flgure 5 b. 2b Gage Straps per Flgure 11 c. UpGtt Straps per Figure 14 dL All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 Ba and Figure 18b 2 'Exception:Opening heights of up to 8 ft.shaft be permitted when 5%is added to the percent fulNreight sheathing requinar eats shrnm in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#l2�rade. ' ------------ AWC-Guide to Wood Construcf or!ui High Wind Areas:110 t tph Mind Zone Massachusetts Checklist for Compliance(7so Cn�fR53012.I.1)' C✓1 Ch= . CompIian= 1.1 SCOPE WindSpeed(3-sec-gust).._........_.»........................._...».._..........._:_......._._..._._..........._..:.._...._.110 mph WindExposure Category.....-..........................--_-_...._._................__.........._..-•-•......................_..._....._B Wind Exposure Category................Engineering Required For Entire Project........................................0 12 APPtJCABIUIY Number of Stories(a roof which exceeds B In 12 sbpe shall be considered a story) stories 5 2 stories RoofPitrh.........__.._..:._......:__...._................_».:.....»..._(Fg 2) .._..._...._.......................6... 512-12 MeanRoof Height _..»..._....._...._..............._..........».»..._(Fig 2)_...._............_.._....._........._...._ ft SIX- Building Width,W-..,»..-...__..»..._..........»...».._»..»....._:..(Fig 3) ft s BO' »..»..._........:.................w_:._.._ Buldin9 gth Len ,L' _ 5 ' . .........._..».....:._........._...........__........_(Fig 3)........................_.............. Building Aspect Ratio(L/W) ....._.. ....»-.._.-............_.......(Fig 4). ._............................_.. S 3:1 Nominal Height of Tallest Opening ..............-- .(Fig 4)..._...»... _.......................... SSW ...� .. 1.3 FRAMING CONNECTIONS General compliance with framing oonnecfions._...__....._._.. 2).........._........................................_........ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...........................:........................................................................._._...................... LoncretBMasonry........._......................................................_......__..._...........:.._..__:............... 22 ANCHORAGE TO 17DUNDATIOW'3. 5/8'Anchor,Boks4mbedded or 518'Proprietary Mechanical Anchors as an alternative in concrete only Bolt SPecing-general......................................:.(Table 4)................................... in. Bolt Spacing from end(oird of plate..._......—..._.__._.(Fig 5)._.._.._._.::--- ........ in.-<6'-12'. Bolt Embedment-concretE._......._..»._.._»._.._..._...(Fig 5)......_._.»......__......:_..:..._..». in.z 7' Bolt Embedment-masonry....:............;........_._......-(Fig 5)_.:-.._.e....................... .. in.,*a 15' ' Plate Washer..:..-___........_._...-....---_...__.... _..(Fig 5)._.......----...........................z 3'x 3'x t/.' 3.1 FLOORS Floorframing member spans checked ...__............_._.... .(per 780 CMR Chapter 55).........._......._...... ._._ Maximum Floor Opening ►mension-_:.............. �. F 6 ' FullHeight Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:.............:......... ......... MWdrnrim Floor Joist Setbacks Supporting Loadbearing Wails or ShearwaII...._.._...._(Fig 7)............................................. ft 5 d T Maximum Canfilevered Floor Joists Supporting Loadbeadng Wals•or Shearwall...._.._...._(Fig 8)_ _......................... _....... —ft 5 d FloorBracingat Endwals.........._.........._.._._.........._.........(Fig 9)»._...._..-..._-•__....-__.-................_..........._. Floor Sheathing Type .........._.........._...........-...-__._(per 780 CMR Chapter 55).................._:...........__- Floor Sheathing Thickness......._.»........._. ............-:_(par 780 CMR Chapter 55)..................... in. Floor Sheathing Fesfening_.......................................:...:..(Table 2)_—d nails at . in edge/—In field 4.1 WALLS ' Wall Height • Loadbearing walls. .... ......_..._..__................_.. .(Fig 10 and Table 5)...................... Non-Loadbmdng walls..».......:......»....__...._:........._.(Fig 10 and Table 5)......._.............._.. ft's 2T Wall Stud Spacing .........._.............. ........_.._...............Fig 10 and Table 5).................. In._S 24'o.c. Wall Story Otfsets ....._..:_...-...................._.............:..(Fgs 7 8�e)_...................................... ft 5 d ' 4.2 E)CTERIOR•WALLS Wood Studs Loadbearingwalp........................................ .........................._.mac - tt in, Non-Loadbearing walls .-.._. ..:(table 5).._..._---------------------2x ft in. ' Gable End Wall Bracing' ._._......................_... .... — — •— Full Height Endwall Studs....._...._...__..___._...._..._...(Fig 10)_........_....»....,....._........_._...___..;...:....... WSP•Attic Floor Length.____._..::........»:...»._...._....(Fig 1 i)__..�_.............._---.........._ ft zW/3 Gypsum Ceding Length(If WSP not used)... _:.-_.......».:(Fig 11)»._.._..._.---�_.............._:...—ft Z 0.9W - and 2 x 4 Cbntinuous Lateral Brace @ 6 it.o.c._(Fig 11)...................................._...._».._.-----_,._. .or 1 x 3 ceiling(uning strips @ 1So spacing min-with 2 x 4 blocking @ 4 fL spacing in and joist or truss bays Double Top Plafie Splice.Length ......_._.._:.._....................----_.•(Fig 13 and Table 6)............................_._.—ft Splice Connection(no.of 15d common narls).._...._....(Tabfe 6)....__.__.........................._..........._.... r AWC Grcide to Wood Cori rtruction i»High bind Areas: 110 mph ir7nd Zone Massachusetts Checklist for Compliance(7so CIAR 5301.2.1:1)' 4. a. From Tables 10 and 11 and location of wall shiathing and Buldtng Aspect Ratio,determine Percent Full-Height Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: L . Panels shall be Installed with strength axis parallel to studs. 1. Al horizontal joints shall occur over and be nailed to framing. 1L On single story construction,panels shall be attached b bottom plates and top member of the double top plate. Iv. On two story construction, upper panels shall be attached to the top•member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first Odor framing. v. .Horizontal nal spacing at double top plates,band joists,and girders,shall be a double row of Bd staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required if project Is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless then:is extensive renovation to the first-floor c)replacement windows—needs energy conservation compliance only(chap 93) - 6.Wood Frame Construction Manual(11VFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website. 1kFfE3t-IM I ,Eu sus off FRl UM USEad NALS • 'ATebc 11 11 p '1 t1 .9 ii ii 1 , a c i t M ii iF v. ' t i d 11 11i c z i { ill lll1. ii a r-ranharrs s ED6EMFt#IEDLCTH ll tl 1 u I � 11 11 1 1 1 r �—+ t,IAlrSPAtJr3 1,i a'Mbl P/lNa STAGGERED �- PWi�EDGE IYH tFV F 6L4R IDLE SPAC�VG M-AL See Decal on Nmd Page Detail Vertical and HDrtZDnlal Nailing Vertical and Hot zontal Nailing for Panes Attachment for Panel Attachment i I • � . � ?: I • � :F �_� Town of Barnstable Regulatory Services oFTt TWy,` Richard V.Scali,Director °^ Building Division BAMSI'ABLE, Tom Perry,Building Commissioner 1 200 Main Street, Hyannis,MA 02601 �En www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION , Please Print DATE:'0 D`7p.>4'/ / �0� o/� p JOB LOCATION: PoC 65/I� 4 to o DJ/,� /t 0 la, e number street village "HOMEOWNER": "IA � �� S/L_Vd t' 50K 15Y 9,j name home phone# work phone# . CURRENT MAILINGADDRESS:_3# P4C city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building ep rmit. (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 undersi d"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection pr requirements and that he/she will comply with said procedures and requirements. '1i`gnyAA of Homeowner r Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the ' permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 040215 * anaxsr BM 99, ie39. � Town of Barnstable ACED MA't A Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Pro erty Owner M st Complete nd Sign Thi Section. If ingABuil er as w ex of the subject property hereby authorize to act on my behalf, 4 in all matters relative to work authorized by this buil g pe application for: (Address of Job Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPHLESTORMS\building permit forms\EXPRESS.doc Revised 040215 �0 � � o � a ns {/^\J r i x v yyN r, cn m W f a D C / cn cn Z v S C I cr-o rri r r m Z C m rtrt nn a cncn 70 O V, m m ' m ^ �'.. C_OMM j z ��i ° FFA Sl _ i r I F� F 1. �ft — —� Wrl 41 I� 00 jb P I 1 - i 3 4w sr A it �4t {� cn t)K_ V� cn O m m v ` p,O T Coro 1 HIV f9' �7 rrn om:r, 6 C7 v C o �D D 1.-. m COMM t y� aoccc� �o � , FF � R S1 3 i f% t� a S ` F � > I� I o I � a � E i i Johnte r 1 i Y f i, .ate, •�� � � "�"�' °� � � �« �Fa< -oil NI 4x4 p..gx„ate ',w�;� ',�� fb�1 yew 6md1i1WWxe�i�l�ani, u���uo�nnanui �'� t 1 � a. e Kr. m�+d � V a� i i I w .1 Y Y } \ il(mnl� it 1Ni� LLux�tlt�i n�, �1��� o 1 1 � p, i l ii v I I '�i a'�� � � �inyi. '�•�,U ,. '�; � �.10 .W. �.� i '�}` �i� "^s" "w �m'u '-}"� .. b , s e w `� of �...,..�""&°�' �"" !4 •,� � y '�', w Y w�, w I x u n a o- �4.'�, � �� � 1 ,�I�d. r{i' �"R''� " �•�ldiult�V'...:�� „` III�IIH�i t� l� �_,��u�'riNNlll�- ���„� � '� ltl ��"ii�w`v�§ ��r� i'" �11 � f i ��"':* 'fin r," �. s a s, �� ,�'�.,j�€ - � s+m. �r� .*�w�*.ittx'waxx .,yk �. _ � � �� ��• �"2i� g r a } uv�y 3� ek p. . "h R, 979VISid 9 1 4 Or BARNSTABLE A �. �.. ISM 1ER 1pto ia 7N Z7`flI C � vt-p b 9f lit;4 alcvL�. uJ6x ,c ZrU� FUM JOIST I CO+TMMS NAD_ERS ATTACHED V/C2ri/2' DIA 1/4' THRU—BOLTS ! 24' QC I 2-1/2' B BOLTS 2—OC. STAGGERED 2 X NAILER !<±ab ' 2' MIN. V�D�§ EDGE DISTANCE I I iaf} _ CAP PL. _X G I I SIMPSON JOIST HANGERS l l' ( MN <TYP) 1 f 1 OF /2' I BOLT STEEL COLUMN x lr p� I I GAGE CAP PLATE DETAIL OR FOQTD/VG' WALL FIH)T�IG t I SY pf MASSq�y BASE PL,f -�X--�t®I c� 0a`O PN- N EQIS '0'hSSIONP� NOTES 1. ALL WORKMANSHIP TO CONFORM WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND MASSACHUSETTS STATE BUILDING CODE LATEST EDITION REQUIREMENTS. 2. STRUCTURAL STEEL: ASTM 572 (FY=50 KSI); Optional: SHOP PAINT WITH RUST INHIBITIVE PAINT. 3. EXPANSION BOLTS: ASTM A510 3/4" DIA.x6" EMBEDMENT IN'. CONCRETE; THRU—BOLTS:ASTM A307 1/2" DIA. 4. PUNCHED HOLES IN 'PLATES = 9/16" DIAMETER. 5. ALL WELDS E70XX ELETRODES. SHOP WELD CAP AND BASE PLATES TO COLUMNS. 6. COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS, AND FIELD VERIFY WHERE REQUIRED. -STEEL BEAM CONNECTIONS TO WOOD FRAMING MICHELE CUDILO, P.E. Co'nsutting Structuro4 Engineer 123 Cottonwood Lane, Centw4le, Massachusetts 02632 ✓2 �� � �� ��, / Drawn By: MC Date: /3/: Drawing � '��,S, Scale: AS NOTED Rev. 0 44 � t s K- �. File Name: Project No.: 2 t7] M- 4 AOT TO f*CAILrL ' MEMBER REPORT Level ROOF, Floor:.Flush Beam PASSED'R F 0 R 4 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL ; Overall Length: 16'. + + 0 0 e 16' All.locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Deslyn ReSU�tS Adjai tB iagbon Atto aed Resott .s:: t [DF,,load,Combination{Pattern} r j System:Floor _ i Member Reaction(Ibs) 3339 @ 2 6694.(2.25") Passed(50%) 1.0 D+1.0 L(All Spans), j Member Type.:Flush Beam Shear(Ibs) 293 @ 1'3/4" 12303 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) ( Building Use:Residential E Moment(Ft-Ibs) 12974 8' 22408 Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.411 @ 8' 0.522 Passed(L/457) 1.0 D+1.0 L(All Spans) ' Design Methodology:ASD Total Load Defl.(in) 0.644 @ 8' 0.783 Passed(L/292) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(U360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 15'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. b70_5 G�` i _ Beantrg Length Loads to Suppgrts(Ibs)s e x f i SUppOt*S .. Total.` A4aitable Required Dead Floors .T Acaesson , .�� ..•:,Live =,s :,w r, F: _.. i-Stud wall-SPF 3.50" 2.25" 1.50 1221 2160 3381 1.1/4"Rim Board `B 2-Stud wall-SPF 3.50" 2.25" 1.50 1221 2160 3381 1.1/4"Rim Board s I mmMZ •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. �- 'fnbotary; Dead Ffa�to�,;��� �."`��` �` � �� —\`'`�, � • 1-Un form(PSF) 0 to 16' 13'6"T ! 10.0 20.0 Residential-Uving ATt L) P'�\ We WiteS �" .• „. ,.g �r ,.,.:. 2,„":. µ¢?+: :: ' '� r '^� s AINEBtE.FE1RE5TRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.)qoodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have beenmprovided by site review ~'.ASS4 hG� o �a • 's. .0 9FGISt�P C>� 9�FESSIC)IA I ` 111 Forfe Software Operator I Jab Notes 8i28/2015 9:57:33 AI I Forte v4.6,Design Engine:V6.1.1.5 &1ICHEi_E CUDILO DASILVr:RES0. • I l0iC,HcLE C'uED1,G.P E I .Gi NE;2fiL.?AT'ON OR, 2095 i 53.4'$ w t Page; -' GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State.Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285-phi,Fc�ei=750 psi, Fc_par--2900 psi. Note that Microllam and Parallam may be used interchangeably. �a 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to maierrals purchasing. 5.Metal Connectors: � ' As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"ojc; Zt Rafter to Ridge Plate: Collar ties min. lx6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/e b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: W Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split.wood. 9. Headers less than T-0",use 2-2x6;all others per MA State Building Code. 2qLOCATe h. I . . WA k_N X. - I >I 4 U 1a '1 EL IZTI�t�_ uW►tJA@vJS `ia c 2� c � i �1S o�_�`�i MIN L l `�LA '(� I fk5�h A ' _ Gt1D110 �+ .c �� G o STRDCT 174 L N p J� .:SOIL— _.. _.� u �9 96GIsZEP. �- GFFSSIONP� : PROPOSED MODIFICATIONS MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville, Massachuse is 02 32—1979 (508)771-7601 - 7d 32 GENERAL PATTON DR. DrawnJBy MC O Date: 07/23/15 Drawing HYANNIS, MA scale: _X NOTED Rev. 0 13 5 /s File Nome:DASILVA Project No.2015-153 - CAS e/' G.. I � L� 00, (O 1>Abb- STO S: . .. (! 1 61,1 " I p 3u fix '/4 WASN ��aoF MASSq�yG Gx30 o o -IAA o too 3a Pia A 9FG I Sty G� '90aESS100\- PROPOSED MODIFICATIONS MICHELE CUDILO, P.E. Consulting Structural En ineer Centerville, Massachusetts 02632-1979 (508)771-7601 Drawn By: MC Date: 07/23/15 Drawing 32 GENERAL PATTON DR. Scale:3/4-"A' TOTED Rev. 0 HYANNIS, MA S K- 4 File Name:DASILVA Project No.2015-153 zC, Commonwealth of Massachusetts Sheet Metal Permit Map Parcel Date: BV/L plNG ermit#Z DEP� y n Estimated Job Cost: $ ®OD' 00 j 2 Permit Fee: $ •A ��'V� ��-- zot�'own, ?016 Plans Submitted: YES O—� OF BqP � Reviewed: YES NO Business License# STABLapplicant License# Business Information: Property Owner/Job Location Information: Name: ,�I 9.l' � a 4 � H O C— Name: l 1 ► 110.y� �r4 S I L- A Street: � n��� _'l OtiV9„� �C Street: 3a &t"y\ -( City/Town: �A �-'A� A j) JM City/Town: )/ ryn 1 S Telephone: �� a �� Telephone: �5D6 q S d-�J Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family L Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq. ft. V over 10,000 sq. ft. Number of Stories: O Sheet metal wo to be completed: New Work:. V Renovation: HVAC V Metal-Watershed Roofing KitchenExhaust System - - Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: view e Jl✓T L s� Ij INSURANCE COVERAGE: I have a current flabill insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 YesV'No ❑' If you have checked y1j, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent 0 Signature of Owner or Owner's Agent By checking this boxE],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments •Final Inspection Date Comments Type of License: By ❑ Master i Title ❑ Master-Restricted -�!%��� ` City/Town `QJourneyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: Fee$ Check at www.mass.gov/dpl Email: AIf� , 4c' C,0ST , `V�e'C Inspector Signature of Permit Approval t� �E�.ittlt,Tllfi�T[i 1f'E�t��1��3'iSflt`.�7�lSC�' Deparf rent f f. ndkshial ACCIdaw& >. Offive ofln>fstagations 600 washingtM&reef Boston„M4 02111 mrw.mamgov1 a Workers' cmvensafim Dace Affidant:$tuiMers>r bees A lkant Inforwnfian Mease Print Lexibbr L T, N�sne{E'� � ��: �: I . C O Cit'[St.&' bo-vv\ VA I Phcm Ak zily u an emp lo yer?er?CFmeckthie a ow b ; I�3` PPTOe I am a contractor and I Type pf project(required): L aplvy � 0 ❑ �e 6. �L-1f Iewu employees{full antllor gat�time}* �i'e����� - 2.❑ .I am a sole proprietor orparttner- fisted an the atta�ted sheet ?. ❑Food *moo Them sub-contracturs have 8. Demolition slip and have no employees ❑ w forme in employees at3tlh�>G v�orloers' oddng any capacity- 1 9. El Building additim ;nmrr��e comp.���. �o a. ❑ We are a corporatiaaand its 10_❑Electrical repairs or additions.�d officers have exercised their 1 _ umn 3.❑ I aloe a homeowner doing all wok1 ❑Plbi g repairs or adtlitions mys9f o workers'comp- rigkofeaemptiouperML 12.0 Roofrtepairs c,152,§1{4,and we have too insurance rid-]t 13_❑Other employees-[No wod=s' camp.msuraaee mired-] *flay appls�t cbeda box4l amst also iiu aW the section below sbosrmg&&wodwe COMMMLfimpolicyiEfamnlim Iio®eowmasaLosaboatfhssMdxwrm aitmZtteyeredomgoRwokead&mhimoatsi&C0ntracMMMSisdTo UtanewaMdxdt.indirstiaesuch. +'[batzsciffrs that chlll t isbox mast sttscbed an additional sleet d v mg the acme afthe and side wbe*ff ncnot fz"MUNs hake empiayem If tb a sdb-cnam ws kne epees,&ey EMMp uvide their warken'amp•polky atanbeL I am an empltoyvx flint isproviding worlren'compensafum iumrmrce for my earpl�oyees. $styli is#bepaGr and job site information. Insurance Company.'Nat e: Pdlicy#or Self ins.Lie.;* F-pirationDate: Job Site Adds"ess: CitwStaterzip: - Attach a copy of the workers'compensation policy declaration page(showing the policy,number and expiration date). Failure to secure coverage as required under Sectiou 25A ofMGL c 152 can lead to the imposition of criminal penalties of a fine up to$1,50Q_00 audlor one-yearimgrisonmatt,as well as civil penalties in the form of a STOP WORK€RDER and a fine of up to$250-©O a day against the violate- Be advised that a copy of this statement may be forwarded to the Office of Investigations,of the DIA for verifscatim I do hereby certrfy rrxd f: o.f7�sr7w7!root the injormaf um promided abmw is true and correct Date- 01 I L U . Phone# ©,/-ial use oni£. Do not.write in this Area,to be completed by di�or tviwm o;4iciaL City or Town: Peradtf kense# Issuing,Aulhority(circle one): L hoard of Health 2.Building Department. 3.C Wrown Clerk t Electrical Inspector 5.Plumbing Inspector 6.odwr Contact Person Phone a: Information and Instructions ` Massachusetts Gehezal Laws chapter 152 requires all employers to provide workers'compensation for their employees. Parsuari to this statute,an enpIvyee is defined as"_.every person in the service of another under any contract of hoe, express or implied,oral or written." An employe-is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenazrt thereto shall not because of such employment be deemed to be an employer." " MGL c ter 152 25 also states that eve state or local licensing agency shall withhold the issuance,or haP � § �� 'every � g cY renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required:." Additionally,MGL chapter 152, §25C(7)slates"Neither the commonwealth nor any of its political subdivisions shall enter mtm any contract for the performance ofyublic work until acceptable evidence of compliance with the in�c0. requirements of this chapter have been presented to the contracting anthoiity." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), addresses)and phone nuunber(s)along with their certificates)of inma-ance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LU)with no employees other than the members or parbacrs,are not required to carry workers' compensation irmrrance. If an LLC or LLP does have employees,a policy is mgrned. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of;nsrnance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to time city or town that the application fur the permit or license is being requested,not the Department of . hadust ial A ccidents. Should you have any questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-in um ce license number on the appropriate line. City or Town Officials t - Please be sure that the affidavit is complete and printed legibly. The Department has.provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regardmg the applicant Please be sure to fill in the permit/license number which will be used as a reference number.'In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating cuzrrent policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses A new affidavit must.be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit J The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a ca1L The Department's address,telephone and fax number. Thcb CQmmanvrealth of Mamahusetts Department cif 1'nduirial Accidents Office of I•vesf ptiom ' 600 Washington Strut l3QAoja.,MA Gl 111 Tel.#617-'27-4900 tat 406 or 1--977-MASSAFE Fax.#617-727-7749 Revised 4-24-07 v .mas _gav/dia i t IAItNSfABLE. � ' ,�� Town of Barnstable QED MA'S A Regulatory Services Richard Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: -508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize ✓a l f ,A Wit-"' to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) H (Aem� Signature of caner Date 111000 ---I/n S . L A Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. y QAWPHLESTOR Wbuilding permit forms\smokecarbondetectors.doc Revised 040714 °FfHE tqi, Town of Barnstable P� ti Regulatory Services I E Richard V.Scali,Director 9� 1639. iOTEp .l► Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner- c P o copied dwelling of six units or less and to allow homeowners to engage an individual for hire who does not possess a license rovided that the owner acts a P ,p s su ervisor. 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 PP bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt i from the provisions of this section(Section 109.1.1-Licensingof construction Supervisors); rovided that if the p h homeowner engages a person(s)s for hisupervisor'." r O re t�in such work,that such Homeowner shall act as �i Many homeowners who use this exemption are unaware that they are assuming the,responsibilitiesof a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularl y the homeowner hires unlicensed persons. In this case our P P Y p 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:\WPFILES\FORMS\building permit forms\smokeearbondetectors.doc Revised 040714 Client#:21832 2AIRRI DATE(MWDD/YYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 04/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. .IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTAC NAME: Dowling 8r O'Neil PHONE 508 775-1620 Insurance Agency MA�° Ell: A/c,No: 5087781218 ADDRESS: 973 lyannough Rd., PO BOX 1990 INSURERS AFFORDING COVERAGE NAIL Hyannis,MA 02601 INsuRERA:National Grange Mutual Insuranc INSURED Air Rite HVAC Inc. INSURERS: i 133.0Id.Town.Road _ INSURER C: INSURER D: 7-Hyannis,'MA'02601 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE NSRL WVD POLICY NUMBER SUBR POLICY EFF MM/DDY EXP LIMITS A GENERAL LIABILITY MPT8454A 4/13/2015 04/13/2016 EACH ppOEECCC7URR�RENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea oc�cuErrDence $500 000 CLAIMS-MADE F x1 OCCUR MED EXP(Any one person) $10 000 PERSONALBADVINJURY_ $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 POLICY PRO- LOC J $ ECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WCT8454A 4/13/2015 04/13/201 X WC STATU- OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Operations performed by the named insured subject to policy conditions and exclusions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable,Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S150177/M150176 MER � A A�CHEUSTEITT�S�" - -- DRf • f., t� E zJ0A e AP7 A50U7Ff ROAff Wi 1. -RVILLE fNA 02632 316 f� �rT / 5�0Da 3.19. Rev07 152009 ,U.�� OMMONWEALTI-f OF;MISSA+CH.lSE7TS: `�� • • • • • ��3^S'HEET/^N�E�';t1E.�'WORKERS .•,o +, +-..ten—� a"x.S AS A JiIlJ fPNEYE3 z W R,,;rE''SmT;,ix6aCt`�eEr D3 F �P t 1�... lS r3'F"NEXQU—TH015 RD� ern �CENT��I M6f3�,~~�~���po jr C r " MA � IIIIIII�I��IIII���lir�l�ll�Illlllllllllhlll . �= www.mass.gov/rmv 972 MA01•19.014 1 - D: Smillvehtcls Isss Man 26,001 Ibs,%oeptschool'bus. - ENDORSEMENTS RESTRICTIONS•. NONE NONE l3:3 �° .: AN%a CHANGE•OFFAODRESS.PRINTBEL ,EWAERMANENT INK A A CONTROL# IJ — IMPORTANT If your license is lost,damaged or destroyed;is inaccurate;or ° needs to be corrected,visit our web site at mass.gov/dpl for . instructions to ensure the proper mailing of your.Renewal . Application and any other correspondence. , This license is subject to Massachusetts General Laws and ':',-r -regulations.Your license is a privilege,and cannot b'eTent or— assigned to any person or entity under,penalty of law.'Keep this, license on your person or posted as-required by law and/or regulations., , PLM V REVISIONS: 28 LOCUS INFORMATION N0. DATE DESC. 8F N CURRENT OWNER: UILLIAN DASILVA OVERLAY DISTRICT: NONE _ 9R`rFj+ TITLE REFERENCE: BOOK 2901.5, PAGE 4 NITROGEN SENSITIVE ZONE: NOT IN A ZONE II PLAN REFERENCE: BOOK 225, PAGE 109 FEMA FLOOD ZONE DISTRICT: "X", DATED 7/16/14 — ASSESSORS MAP: 292 PANEL #25001CO566J PARCEL: 324 MINIMUM LOT SIZE: 43,560 S.F. — ERP` ZONING DISTRICT: RB EXISTING LOT SIZE: 8,314fS.F. GEN �R SETBACKS: FRONT 20 PA'��ON LOCUS SIDE 10' REAR 10' LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON �' 0000 THIS PLAN ARE CORRECT. OF yG� FIELDA ca _ lb.30M GENERAL PA TTON DRIVE (40'W/DEPUBUC) Ulm a i Qtiy OHw:' o J s PROFESSIONAL LAND SURVEYOR DATE l STAKE R-1 29. 74 SET ° BIT. LAB. oo STAKE ' RIVEWA I ' o CERTIFIED ° N PLOT PLAN STOOP WITH 1o,s. 9.1'. PROPOSED ADDITION PROPOSED 1 STORY AT ADDITION WOOD FRAME HOUSE #32 #32 13.7. GENERAL FA TTON DR. t/) 1.0 a N a STEPHEN I N ARSONS N ASSESSORS MAP 292 BARNSTABLE HOUSING PARCEL 115 AUTHORITY HYAN N I S AssEssoRs MAP 292 MAS SAC H U S ETTS PARCEL 117 (BARNSTABLE COUNTY) w 0CC0 2 o AUGUST 12, 2015 N a APPROXIMATE LOCATION _ OF EXISTING SEPTIC AS A PER TOWN OF BARNSTABLE HEALTH a DEPARTMENT M O PREPARED FOR: UILLIAN DASILVA N UIWAN DAMLVA 34 UNCLE WILLIES WAY Cq ASSESSORS MAP„2912 HYANNIS, MA 02601 PARCEL 116 8,314fS.F. 1s.1. 508-958-8525 . f 73 M SHED BSC lR� o JL V�J a 349 Route 28, Unit D West Yarmouth, . Massachusetts 02673 3 - 508 778 8919 O NSTAKE STQC N © 2015 The BSC Group, Inc. SET KgDE FENCE a, 15.8' SCALE: 1" = 10' 0 1.25 2.5 5 nuns 88.03$ 0 5 10 20 � 512.1g SHED o EBORAH ANNE PROD. MGR.: . CRAIG .FIELD SCHMEER FIELD: . A. NELSON � N/F ASSESSORS MAP 292 SANDRA L. LONG PARCEL 123 CALC./DESIGN: P. HAGIST ASSESSORS MAP 310 STAKE DRAWN: P. HAGIST PARCEL 6-002 SET BOOK 225, PACE 109 CHECK: CRAIG FIELD m FILE: 9940-STK.DWG DWG. NO: 6318-01 SHEET 1 OF 1 JOB. NO: 4-9940.00