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0484 WHISTLEBERRY DRIVE
484 lOh\SMeberr�) 1�r . i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 6. Application # Health Division Date Issued o1 LQ - Conservation Division I.( Application Fee Planning Dept. Permit Fee . Cr- Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 48q WftfLyOWN Village 1-005 MT�� Owner wgS 4-GR& COS Address C!OM6), Telephone 1 �A g 21 Permit Request RawC46- 6rX"a4J(. VUA. - ll X(�� w/ Square feet: 1 st floor: existing r 2n floor: q g p oposed d existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation,Z� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family QW1' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes MrNo On Old King's Highway: ❑Yes 040 Basement Type: Yf ull ❑ 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 Flo om Count Heat Type and Fuel: ErGas ❑ Oil ❑ Electric ❑ Other . Central Air: ❑Yes W o Fireplaces: Existing New Existing w'"a`d/coal stove: 0'es 0 No Detached garage: ❑existing' ❑ new size_Pool: ❑ existing ❑ new size _ Barn: existing❑ ne�v size_ Attached garage: Yexisting ❑ new size _Shed: ❑ existing ❑ new size _ Others Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 31No If yes, site plan review # Current Use Proposed Use AMC- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name I,,_' (50 a2 `��� Telephone Number � Address 7,1J SL0004,�- W License # 5� mI+ wys r Mpt ouo� Home Improvement Contractor# ►y�"� 7 SZ Email W�-TIMWCOODCWcow,chm Worker's Compensation # we'Soo$yb'L6 I Zo•13. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE -7 IL4(( I T FOR OFFICIAL USE ONLY APPLICATION#- DAB E ISSUED; MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION Enos O6C 9oY jeAf i" v s FRAME O r INSULATION FIREPLACE ELECTRICAL: ROUGH. FINAL PLUMBING: ROUGH FINAL G-AS: • ROUGH FINAL s FINAL BUILDING ® 4a K<- f E , DATECLOSED OUT ,l A SOG ATION:PLAN NO. i Town of Barnstable Regulatory Services ` L"MST. Thomas F. Geiler,Director Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW*2 0 l 1+ aq g'q Owner: Chop t ill Map/Parcel: Project Address 4 1f. "t �f- Builder: /Qf�� �Ka-r-' , The following items were noted on reviewing: wit 4445 t 4& can 5--rR urxErD Pee 7',fF& 'VEQu.1JeEM45,Pts of 7004& rWC--ydR1P77Vt- �-EMIt/f}-L Gt�ooA 12�A4Y-, 7t UC27Q cJ (�u/Ib F A&5&cJ o r -ie Zao9 Zrr rrizc�eostaf As JenAa-1 OWe MusT Nor j9 c.t-ow Y# Pi?s6#66 `of A Y" 3P#e-RE �ETtN�I' �1{ Cl4�t,�S�+EuvWH�f4E 1 .. I Reviewed by: Date: /Z Q:Forms:Plnrvw -zne tvummuaweaun ojitulassacnusezrs Deparhnent of lndustrW Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.marrgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plmnbers Applicant Information {�,���/ Please Print Legibly Name(Business/OrganizafiowindmduaI : Fow'y Address: 00 Ql16 City/State/Zip: 5*W ft.$ I VMR 02.6405 Phone#: 7 (47 Axe you an employer?Check the appropriate box: Type of project(required): 1. am a employer with 3 4. ❑ I am a general contractor and I employees(fall and/or part-time-).* have hired the sub-contractors 6 ❑New construction 2.❑ I am a sole proprietor or partner- listed on the atERrhed sheet 7. Q Remodeling ship and have no employees These ctom have .8. ❑Demolition working for me in any capacity. employees-and have workers' [No workers'COIDp.inatrance comp.instn-ance. 9. ❑Building addition regtliced_] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all work - 1I.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs ins n ce required.]t c. 152, §1(4),and we have no employees.[No workers' 13.�er comp.insurance required_] *Any-applicant that checks box#1 must also iM out the section below showing their workers'compensation policy inkrmation- t 11nmeowners who submit this affidavit indiatna they are doing all work and then hue outside contractors must submit a now affidavit indicating such- $Contraetws that check;this box must attachod an additional sheet showing the nzme of the sub-contractors zndst&-whether or not those entities have employers. If the sub-contractors have employes,they must provide their workers'comp.policy number. lam an employer that is pravuhng workers'compensation insurance for my employees. Below is the policy and job she information. Insurance Company Name: P6fV0**& Co, Policy#or Self-ins.Lic.#: W(,50 4 q(p U l 2-013 Expiration Date: Job Site Address: City/State/Zip- MW - Attach a copy of the workers' compensation policy declaration!page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK-ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided aboveis true and correct- Signature: Date: 1/7-711l Phone#: ESC46 -1 33 4(--93 ' 0,Twial use only. Do not write in this area,to be completed by city or town ojTidaL City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4,Electrioal.Inspector S.Plumbing Inspector 6.Other Contact Person: Phone ff: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for thew employees. Pursuant to this statute,an employee is defined as"._.every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged m'a joint enterprise,and including the legal representatives of.a.deceased employer,or the receiver or trustee of an individual,partnership,association or other 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 appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter-152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance.or renewal of a license of permit to operate a business or to construct buildings in the comm orrWealth for any applicant who has not produced.acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-confractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. 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 insurance 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 Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call.the Department at the rnimber listed below. Self-insured companies should enter their self-insuran=license number on the appropriate line.' City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at 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 to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submif multiple pennitllicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should writs"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a.valid affidavit is on file for future permits or licenses. A new affidavit 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 burn leaves etc.)said person is NOT required to complete this affidavit. 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 call The Department's address,telephone and fax number: Tha Commonwealth of Massachusetts Departmemt of Industrial Accidents office,of kv-estdgatianc 600 Washingtan Street. Boston,MA Q2111 ` e.If f 17-727-4900 ext 406 or 1-�77-1vI SSAFB Revised 4-24-07. Fax#617-727-7749. .mass.gGvfdia I , .pA 6liVAti�HAft CERTIFICATE OF LIABIMY INSURANCE °�W2MM3 sr�tzas THEE tFtCATE 18 MSUED AS A MATTER OF RNFQRMA'tt M ONLY AND GOMFERS.MO ttMT,S UPON THE CEMFtCATE HOLDER.THE+ convTCATE DOES LOT AFnrwAwELY OR mmATMELY Aim. EDlmw OR ALTER THE COVERAGE AfFORRFO BY THE POLICIES t3E1.M. ms CmmrA-m OF tNStlRAum DOES NOT COfiST MTE A COMRACIr SEMEE M 7HE iSSUMG#WJR9R(S)6 A(Y7ltORt2 D REPRESMATME OR Pam.AND THE CERTMATE HOLOM WPOWAMT: a The caffiCate WNW ban ADOMOITAL 81St#RED,the paR )nnat baeadolss&It SUMMAMOM IS WANED.;iii C to am tabs aad cmd"Ons attm pdky.eel po4des may ceqtft an endarsement.A stawrftW*4n Oft 009URCMD does FM confer dgWs to the eel holster In R a f sucb endo ss S SraY lm-Deanb Brambswunaw 398-T880 $46-Ztb6 5ou[ts Dertst�tEl1 t A ttASC F s a:MWR SUGStAtt Oita ASSUMMs CO. WSURED sa:AssOc)atett #rsuraDceCo. PatrfetCftnhigloa S Ateos kwmyG: Pu.$OX4s't8 iLSiiIiFRD F: COVERAGES CERTIF LATE KLgM3EP- THEE is IO CERTIFY:Yma THE:pauciEs OF QASpAhvE tgmBD saOW ME$EEC#iSSt W To RE WMMD NAB ABOVE FOR UM POW—Y 0d)MkTT3>.. xorAMMAHt?M MY RSWAMMM MW OR OtAMIOI+i OF ANY t CT cfRGUM f iA MRSM)M TO 1RRit H DM GERnFiCATE mAY BE M$uED OR t"Y PERTAK THE MJMWE AM POW BY nM POLUXM DEWFOW HERlaNlSSlMJMT7OAlLTHEl8W& E(CLUMONSANDCOMMUMOFSWH MUM&tWMSHOM AAYHANE.SEBIREDUCEDBYPAWCLAW& TpBOF KM PGliGllWANMR Ums GEMWALUMMM EAVOOeea $ ice. G�C,ET6 FER17 6Q A X II1. t�aBY Bi�dJ2R43 � �oocrsts 8 waisAwm Qe °f1A P :A�AflVo4illil( a TA80. tsFt�s:Asa�ve s 0. ®8lLA4tiRWMEUMAMAMPM P;dODtJCYS-o09d830r11Ga 3 ZA�a X PAY roc $ xUMMOUMUMM AMAUM eot irpentsr. .v S ALLOWED IICWMM eoMY9"uFv #,w 8 HRoAuros ALUM POOR*!! a s UMM'MtAUAB ac= FAt�i00Ct 3 eacmum HCLASMVMaG(>R TARE S f1Eo I humYIN 3 gg f B AW. ELMM+sE-eA a i ss srru►Taxzs:,ei Es ws -aarerrr s . i se�aFrr t�+*zaAcoa+e��s. x�s�ee�ar�,aw�ac.��.a�eat '- 1 CEItMFM"B HOUM CAIUMI ATM --- SHOWa Amy OF THE AEM OESCIMO POUMS SE CANCELLED WORE ""SAS ACf E 111Ri1t THE VOL=PROS. Wll! BE OEilbEft£D IN ; nvnnoae�tat�seana� � �►S'9SB�IOt@ Ai"AR�CORFORAT'1� ASt r+eser�ad. ACORO 26(290" 7W ACOM name and faV am nVishmad aaft of ACORU Scald Of BUMMS RequMftm and Sbnftds �.. MA C%ftfi { r �. b. i�exs t c �r y. •yh;t ? �''��C/ �% oumons _ s P r - e e a • a N -Pig Jrtp ��mc r aaefm 1-s d—m-33,E act€iet(99IM3)ofAft H. bL �eL9�ia�tafE$9eiffi � �`space- IWAY - r �teto�eaea�e�aa�oc�iooeft��e °, ��---ire-------- ----- -- Via:✓..a::�^*': i 4 RO Box 816 an"'INEY + Maisons Mills,MA 02648 Tet 508.428,147 info�eAttecapecoc- arp cenlers.com Fax 508.428.7?67 gm mn-R&TOM 31zeCapeCodCamenters.com tE4d0VATI0NS-AQOMONS-GUSTOh'-P'lO�dES ESTIMATE `:Y "_ ;: —7/16/14 July 16,2014 — ' Site: 484 Whistlebenry Dr,Marstons Mills;Lois&Greg Cronin;508-428-4205;Lois cell 774-238-0390; Construct new decli Work to include. 500.00 g an with existing d proposed deck $ • Provide current survey/plot plan ............ Provide detailed deck frame plan with code specifications and elevations as required by the Town of Barnstable ...-•-------------------------•-------------.-..--------•-•--------------- _-. $ 450.00 • File permit with Town of Barnstable building department including inspections and fees -.- $ 425.00 Demo and deconstruct existing deck;dispose of waste;bury existing sonotubes on site ..... $ 1,200:00 • Hand dig/excavate for sonotubes and lattice work as per plans;back fill to rough grade;mix and pour concrete;install post brackets ....._ .... • Construct pressure treated deck frame as per plans,approx 18'x 1.1',with step and approximately 7'x6' platform ... ................................................. .......... plans,including:six posts,three spreader stabilizers, • Install post and over the top cable rail system as per post top handrail,cables spaced every three inches and additional gripping handrails for ------------•------ staircase • Install IPE decking,pre-driRed and counter sunk; installed with screws over all.deck framing and 1,100.00 steps.................................. • Install new lattice work around new kitchen bumpout,covering approximately 321inear feet,using customer supplied pressure treat material;install additional pressure treat material and clapboard down to the platform on the deck side of the kitchen,approx 4 courses of approx 8'vegetation needed and supplying all materials long - ve Please note:Homeowner will be removing any g _...__ TOTAL- OR S-9450:00 Payment Schedule. MA l.Cr vAtiv}};i=i FAif+'y'!�ii v"""i:\-v�:-N�C,v��i! •. Due upon receipt of permit $ 2,500.00 Due upon completion of rough frame $ 1,750.00 Due upon completion ............. 3 O +=MGTOR rt,;STOI N BUUMZRS pmud mwa6et ofMaghr.4. 61fto aE tdaeas&Odem•ffasr_'&te3de!& a B 4ewaddm Aswaafw d C4D--Cod•Seftw$U-M-56 BUrsai �` T PQse816 ?, RANNEV� � ir.fotAaF he 11�i a do 02648 Ted Ee0&42a7167 itficrLu)thseapecoflca.�?arsccre Fax 508.�287167 RENCVAMONS-AChJr-ONS-CUSTOM HOMES TheCapeCodCarpenteta.cam Cronin—deck-revised 1b=.noonmw- I Imrvsut • 7b6—ahisvamffnt3odays • \,o etidlii®t wmk is i;�is this dmmarcwicm daai6nd ie miim@ • oepns0s and paymaasars tmtaeGmdable fvdass mhenviae asued. a . • cmh=mrisau mmbnklle lb,my damn.tDb orOziifinoW00WEeadilimWra eonb2=c 6 ma SVMZ&&for enyaca2ac to merim fmidunz ffis may redo be moved to,mmplac vwd. All ammattctim memaadrob warms('to .d=sgapphm=es)vift be cu=daed d'epoud&onus:o*w m&cwxd by POWryawna. • ftup.Wow=ir r d Air msa%=xodamd migh b=mkm> ,kx4,maeaymomarsh=pattaNmdicrhalsmcamas�vMAmai=DisdalilG.aAd.rap¢macnsifozcwg • Any rgtazr.rnming or omalWim nfaWm sr�is arc respns-Nrdy of 0s rrapvty trosa. • Ctmne,is m saiyly all point ifasy is being usra(mlaa towwisa speaRal) • Ptapety Ow+w agepes that Rastttey&Aiad,gmnCoaam Faadcm acS dnplay a own wV an tbepmp rtydating the&man of the wmt and mac mmtb aftvwmplebm I4apvtY Oaaaisrespsms+bte ferany aad nR mgaerm4„GephmcQm=rmtio7l,7mi=,aadlnt) ca;7a aea»ymasmcatim 6mmyamzsmtype ttm—hers othmvs noted. • AD Inn—enVma=ttxem.=m nod mlrmbaetvs dug be rmmr-d by dteDaamremdemymgarva evvmt a eonb=W ormbenammtnr rckm gtoarcyi=hDn hmWbcdwcctcdla Dinztar,IImne lmprmaa�Coaendm A�raisn.One A�PL'¢r(Ca 130i,8>w.rm.R6A 02HtR - The papn_y tro.�wbs 3trmdaytxmd7�m righ7s tnfitismmrad msdnLM.Cr_L a 93,d&MCiL a It011,10 tk MG.L e2S511t 14 as nppFi�nlz ARa 3 d»¢aA tkpotitad faeriel udsr payotaas ase tma- rrtmd2bf-- AOvcnmmfmiaAprcperyawmesrighmmeamdxthepr vu msad78UCMR.11a6andNGlL 142A • emy absa®m ewai n Gms afaoae ymdGcafi s itsvolviag exam tvss aoi1 b=o=rm uha cbarga m+ nod about Iheatinale at 875.On pa hn-phsa mataiatc lfc Ormaaial5 aad leitnt aRing+s,Chia atrimue may iocm=as e Wreilma 15% h isilse olrl'�6w nf8ae emote atm.vae+twaeaa+dr�srmaWan my and all neerseary mneuuc4w*ehmd pernite;in the evcat ocarfl¢pmpvd Dana marrea theoown aoo>arm pcmits wdads miff t fm t�9a3 be��fiaa megmtsmy fadprovisos af11t,G.La147A NodtwMbramwbkrdra<sm manmsfiomme,, cf yesmsmypemtia and vM be completed Iota thm twv yeas frma(be isaiaIDee of necessary pftrae . • Pt pM on,.sr hmtoamtap2Swcmforwvr$duly pofsmat may rmdf m i lito ZVOist fbr han=w spmpcny.throw is try forasy kgo im and matt macs Ramey$Rirnmgtao mayh=to cdkdr!>: �e md$s a�muet the cam and propuryawvabaeby mt '4yu is advance shm inure eveattbc t�,8mda[bts a ���t t�sa6mdsto� disport m a addhafm aztiss t boa lux approved by me ox=wy of.0c aPcc d mom=afa'hv wd bmd n rearms emd mccmmmacba brmxj&md mssbm9 m sib amibatlaa aspm4dai im MALc 14ZA. DO NOT SIGN THIS CONTRACT IF YOU HAVE NOT.READ IT OR IF THERE ARE ANY BLANK SPACES M6l14 for Ranney&Rimington Custom BUitders Date Pmky OvVer Date gig+M=GTOff CUSTOM BMMERs P!attd at Akffund Assocab r-4 hka t31cWam-So.:r_-Bta'att-.Asvomc i m at arf ZclL-Hrtme SLti:k's S."4CtvfCe Aa-mt ft—of Cape Cod•Seat R=mws Bta ml i 200.00, N 01 LP 0 o TANK EX. DWELLING 59.57' ac 0 N PROP. DECK ADDITIONS �ry MBLU 61-54 0 b 484 WHISTLEBERRY DR. o BA RNSTABLE, MA CRANBERRY BOG 7170 00, SEPTIC FROM ASBUILT ON FILE AT THE TOWN HEALTH DEPARTMENT CER TIFIED PL 0 T PLAN CRONIN RESIDENCE 1 CERTIFY THAT THE IMPROVEMENTS SHOWN OF y 484 WHISTLEBERRY DR. MEET THE MINIMUM SETBACK REQUIREMENTS ,��P`�� Ass90 BA- BLE, MA o�' yJ, DATE: 7-272014 2014 DRAWN: RBS OF THE TOWN OF BARNSTABLE. ROB e SCALE:1"=50' JOB y: S066 c SYKES -4 DWG. CPP A No. 35418 EASTBOUND .� �� ���� *LAND SURVEYING, INC. s s P.O. BOX 442 ROBB SYKES, P.L . DATE FORESTDALE, MA 02644 508-477-4511 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel A ication # Health Division Date Issued �-a- Conservation Division Application Fee Planning Dept. Permit Fee > 2 ' l0 • f Date Definitive Plan Approved by Planning Board NN�� Historic - OKH _ Preservation/ Hyannis Project Street Address 40 IN N2S1 a E,2 -y pR, Village mWT405 msLLY Owner LOSS } rGrKG U4NIA Address �J Telephone n°�� �-� ' `�-Lo S Permit Request (L4,motorL- t5 - IF W%- YA114 OD k',�-Q11#iN � I'��SfzUE'd It kVTWki Square feet: 1 st floor: existing proposed t 2nd floor: existing proposed Total new l24 s F, Zoning District Flood Plain Groundwater Overlay .Project Valuation *5(. ,, _Construction Type 0 � Lot Size Grandfathered: ❑Yes No If yes, attar upportirs0 g;doc9nentation. Dwelling Type: Single Family 2 Two Family ❑ Multi-Family g units) �' CDc� _ -� Age of Existing Struct Historic House: ❑Yes o On Old K s High\a. r. ❑ es ❑'No Basement Type: ull ❑ Crawl ❑ Walkout ❑ Other w � Basement Finished Area(sq.ft.) Basement Unfinished Area (s?.ft) C— M. Number of Baths: Full: existing new b Half: existing anew O Number of Bedrooms: existing 6 new Total Room Count (not including baths): existing new o First Floor Room Count Heat Type and FFuu I: ®'Gas ❑ Oil ❑ Electric ❑Other Central Air: ;Yes ❑ No Fireplaces: Existing 9 New Existing wood/coal stove: ❑Yes ZNo Det .c ge: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn:t/ g ❑ new size_ Attache ge: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes If yes, site plan review # Current Use Proposed Use �"'t� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (� �- Telephone Number a) 733- �}q Address License # WrOfWS MTLIA 40 Home Improvement Contractor# Email Worker's Compensation # wLc-' go o eq 47-a!Z°13 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � � SIGNATURE DATE t �"� III i� FOR OFFICIAL USE ONLY i - APPLICATION# DATE ISSUED �, F MAP/PARCEL NO. W ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 3Sopor c�/drs k--) �-�8��ym FRAME 4 cr"Jks INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH- FINAL FINAL',BUILDING DATE CLOSED OUT r� ' ASSOCIATION PLAN N.O. i 27w Commomwakh ofMassachusefts Bepr ftnenth ref lidustriid Accidents Office of mlestigadons 600 WaThingtoin Street Boston,MA 02111 wmv.mas&govldia W-orkers' CompensatianInsurance idavit:Builders/ContractorsMectricians/Plumbers Applicant Information Please Print,Ugibly Name(13trsinesal POP( f- FWPG 0 Address: a0 Y, $i� City/Sta&Zip: tAMIW> MUS M4 0244% Phone## 5®$ 1-9 -1 lit-( Are you an employer?Check the appropriate box: T of, o ect r �,' 4. I am s contractor and I 3'l� Pa' ] ����= 1.N 1 am a employer with ❑ 6 ❑ - employees Mull and/orpartfiime).* have hired.the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet 7- Rcmodeiing ship and have no employees These sob-contractors have g. ❑Demolition worlang for me in any capacity. employees and have wothers' 9. ❑Building addition [No workers'comp.insurance comp-immnml required-] 5. ❑ We am a colporatianand its 10.0 Electrical repairs or additions 3.❑ 1 am homt=wner doing all work officers have eS+ercised their 11-0,Plumbing repairs or additions myself.[No workers'comp- right of ezw tioa per MGL 12_0 Roof repairs insurance required.]F c.152,§1(4),and we have no employees [No workers' 13_❑Other comp.insurance required.1 *Any gTUomt tbzt checks book A must also fill out the section below showing their wooters'mmpe=don policy infmmarim T Homeowners who submh this affidsvif indicating they are daing an uudc and then hire outride contractors oust submit a new afdnit mcrarating sadL tCuotrxtors that check this boot must attached an addition d sheet Owwiag the umne of the sob-oaten and state whether ocnot ithosE eatroes have Employees. Ifthe subcontmdors hope employees,they most provide their workers'comp.policy numbez I am an employer that isprmidYug ivorkers'compenw ion insurance for my ampinyee:s. Eelotp is thepaifcy and job site information. Insurance Company Nam: ; &"N Sr, A(AMICA asSUi' "45c GO. Policy 9 or Self-ins-Ile-9: 500 6 LV6Zn 1 TO 13 ExpirationDate. �' L job site Address: L-R N LA4U" Y D(L. CityMate/Zip: AAAIL5005 MSLL, IM14 Attach a COPY of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c 152 can lead to the imposition of criminal penalties of a fine up to$1,500.OD and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250-00 a day against the violator- Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insamtnce coverage verification_ I do hereby tech fy' render the-pains and penalties of pedury thatthe information prmided a . re is true amrf-correct Date- Phone Phone#: 1 33 . 46 Official use only. Do not write in this area,to be campieted by city or town official. City or Town: PerEmitUcense,# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Citylrown Clerk 4.Electrical Inspector 5.Plumbb g Ensgector 6.Other Contact Person: Phone#: 6 Information and Instructions ' Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer 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 appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or IocaI licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificatc(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,'are not required to carry workers' compensation insurance. If an LLC or LLP does have j employees,a policy is required_ Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance Coverage.- Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at 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 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 submif one affidavit indicating current 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 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 filed out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would bite 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. The Commanwealth of Mnsach=tfz Depai meat of Tod al Accidents Office of kvest igatiom 600 Washington Street Easton=NIA 02111 Td.#617 727-4900 at4©6 or 1-877 MASWE � Revised 4-24-07 Fax#617-727-7749 www.ma,govfdia r L'+ 77N r .fAMPIM-01 MVAUGHAN '4kw �' CERTIFICATE OF LIABILITY INSURANCE °" `M'�n'"""` 8/26f2013 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),AItTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poRcy(les)must be endorsed. N SUBROGATION IS WANED,subject to the lamas and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the cedilkate holder in Rau of such endorsements] PRODUCER NCONTACT ONE Rogers&Gray Ins.-Dermis Branch 308 398-T880 434 Rle 134 F Ra 877 8 IS-2166 South Dennis,MA 02660 INSURIERIM ARVRDUNGCOVERAGE NAMO MSURERA:Main Street America Assurance Co. INSURED UNSURER a:Associated Employers insurance Co. Patrick Rlwilngton&Alex Raney c custom Carpently P.O.Box816 ewe: Marston Mills.MA 02648 WSURi iE: BfSLIRM 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. NOT IAKTHSTAN(MG ANY Rf O:UIRE M, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEKI°VAT"RESPECT TO WCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONS AND COMMONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM& L TYPEOFOMURASM AUUL PaUCYKU P UMUTB GeaERALuaetLrn EACROCCURRENCE a 1,000,00 A X cotaeMRa*l.GEu>RAt u=UT r MP07609 8l21C2013 8121=4 PRa 4 a osurenae $ 6001 CLASOMAM Q OCCUR - MEDEV afeperw) $ 10,00 PERSONAL&ADVIMAM s 1,000,00 OENERALAGGREGATE s 2,000,00( GERI AGGRE(ATEtltdITAPPLIFSPM PRODUM-COMMOPAGG S 2,600, X PoucY toc I I S AUTOMOMEL/Aen3TY GLE ANYAUTO BO81LYtNAURY(Perpe-p) S ALL OMEO SCNEDU(EO AUTOS AUTO BOOILYINJM(Pete�erq) S HfREDNUTOS AUTOS S S UMBREtLAlaAB OCCUR EAp10CCtlRRENCE S EXC-M L" AGGREGATE 3 am RETMms S WORKERS COURNSATION tqC A TH- AHD EbtPLOYEW LtA8HM Yin __ B AWPROFRMTORfflARTKERfi9M=nW WCC6008462012013 06=3 802014 EL EACH ACCIDENT s 100,00 OFFMERME6.Bt OCCLUDM a NIA (yes 07r i'" FO EL GMEASE-FAMPLOYE 4 100,00 f OES TtOIYOFOPFRAROKSWow EL DISEASE-POLICY(Ua9A $ 6M000 , DESCiVMUOFOPERAnONSILOCa►IMniVEHUME$ I(Aftub ACORDieI.ARnrtsazka SOU vro,e apace Ua taqired) � e CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCiES BE CANCELLED BEFORE '**SAMPE" THE EXPIRATION DATE THEREOF, NOTICE MLL BE DELIVERED IN ACCORDANCE VATH THE POLICY PROVISIONS. I AUntORZED REPRESENTATKE 0 i9W2010 ACORD CORPORATM All rights reserved. ACORO 26(2010M) The ACORD name and logo'are registered marks of ACORD l� EY + PO B=816 � �� ��®� �ems,MA02648 Tel 508.428.7147 Iftis► ters.cflm Fax 50EL4297167 REPOMATUMS.ASS-CIOSTOU HOMES December 4,2013 ESTE"TE-revised Site: 484 U%ffideberry Dr,A421131011s"Us;Lois&Cmeg Cronin;508-4284205,Lois cell 774-238-0390, lojcro@gmaii.com Renovation of kitchen and 1st floor bath areas Work to include. l. Provide current survey&plot plan as required by Town of Barnstable ...................... $ 750.00 2. Find plans for permit process to be provided by homeowner 3. File permits with Town of Barnstable in accordance with MA State Building code 780 CMR,including fees..... ............................................................................................... $ 1,200.00 4. Supply dumpster for construction waste removal,based on two 30-yard dumpsters ....... $ 1,200.00 5. Provide portable waste facility on site for worlmzen use ....................................... $ 225.00 6. Tie off and disconnect existing plumbing as needed,including kitchen and ls`floor bathroom(bathroom sink to be stored for reinstallation) ................................................................ $ 550.00 7. Tie off existing electrical as needed............................................................. $ 1,150.00 8. Remove existing appliances and store on site to be reinstalled later or removed by delivering appliance company-,note:refrigerator to remain operational in breezeway or garage .................. $ 175.00 9. Tape and plastic off,as possible,areas of home not under eonStrUCtion to minimize dust;maintain barriers throughout the project................................................................................ $ 200.00 10.Hand dig excavation on site for sonotubes ........................................................ $ 800.00 11-Install new builder tubes in excavated areas;mix&pour concrete;install post brackets in concrete................................................................................................. $ 950.00 12.Construct temporary walls as necessary;deconshuct&demo existing area to be renovated,as per floor plans,including:existing lighting,cabinets,countertop,flooring,gypsum wall board,walls/frame,wall between kitchen&hallway,windows,ceiling joists for vaulted ceiling,doorshrim,subfloor as necessary, exterior siding trim&wing as necessary to attach newly constructed extension;dispose of construction waste .................................................................................................... $3,200.00 13.install new rough frame and framing in new foot print as per plains in accordance with ARIA State Building Code 780 CMR,including:i tmw vaulted ceiling,header beam where wall was removed in existing house; construct new addition as per plans approx 8'x 16';install subfloor as needed ............. $9,450.00 14.Remove existing,roof over kitchen of gable extension;prepare entire existing and new gable for new asphalt t f "HANNEY f PO Box 816 KWStorm IAA,AQU4,02648 Tel 508.428.7147 Wo@Vxmapecodcwperdemcom Fax 5Ca428.7167 shingles;install `ice&water'on leading edges,cut for vented ridge cap;install cobra venting and 15#left paper,install 30 year guaranteed architectural shingles to match existing as closely as possible,using 6 nails per shingle,on approximately 400 sq fjt...................... $ 1 400.00 15.Install 7 new customer supplied Marvin windows and French door as per plans with pre-primed pine exterior trim installed with stainless nails;labor&trim material costs ...................... $3,900.00 16.Remove existing trim as needed and install trim on existing and new gable extension including French door, windows,fascia,soffit,corner boards,ear boards,rake board and shadow rake boards,to match existing as closelyas possible .................................................................................... $ 1,850.00 17.Install new clear reed cedar clapboard siding on new construction to matte existing as closely as possible--------------------------------------------------------------------------------------------------- $2,225.00 18.Install new rough plumbing as per plan in new footprm�including:smktvent and faucet,ice maker drain, gas stoveloven venting,dishwasher as needed;install custom extension of gas line in interior................................................................................................ $2,600.00 19. Move and add HVAC supply registers as needed .............................................. $ 400.00 20.Install new rough electric in new footprint,as per electrical schedule ......................... $4,200.00 21.Install spray foam insulation on floor joists in new construction and around windows and install bat# insulation material on exterior walls&rafters as needed to create a tight envelope as required by MA State BuildingCode 780 CMR............................................................................ $2,750.00 22.Repair and install new gypsum wallboard on all new construction ceiling and walls in preparation for plaster................................................................................................... $ 1,650.00 23.Tape,corm bead,and plaster new gypsum wallboard and any repair spots;blend into existing plastered wall and ceiling to p .................................................................... $ 1,800.00 24.likstall cement board in kitchen,hall and Is'floor bathroom in preparation for tiled surfaces,approx 263 squarefeet.............................................................................................. $ 975.00 25.Install customer supplied tte and grout on newly prepared installed cement board,approx 310 square feet including wry waste factor,based on standard patterning using 12"x 12"tiles......... $2,250.00 26.Install interior trim to match existing as closely as possible including on all new windows&French door, install baseboard in new construction to match existing as closely as possible;all trim to be pre-primed Pine....................................................................................................... $ 1,100.00 27.Install new customer supplied upper&lower kitchen cabinets as per plans with supplied hardware................................................................................................. $3,200.00 28.Customer supplied counter top material and labor to be completed by distributor of Aftw=ftsaft-HWW ftAbm 49 AmmMm A==w1=osr,W cod-ems Ommom Boma BANNEY MA 02W 'W 508.428.7147 Fax 50a42a7167 REMOVATnes•�ADViT�-cusp HOMES TheCapeCadCarpenteroxam 29.Interior and exterior paint work to include kitchen and exterior gable end: sand,fill,caulk and prime all new construction area walls,ceiling and trim in preparation for finish painting;finish paint,2 eats,all walls,ceiling and trim,using fiat white for ceiling,semi gim white trim,and matte finish on walls,color to be determined,exterior trim and clapboard to be 2 paint.................. ......... $3,975.00 30.Appliances to be delivered and uncrated by appliance company,mranged by customer for installation 31.Install finish plumbing,installing new customer supplied or existing(unless otherwise noted)fixtures in kitchen and 1t floor bath including;sinks,faucet&drain seas,toilet(cost included in line 31),dishwasher, ice maker drain,and gas stovetoven ................................................................ $ 1,150.00 32.Supply one new white elongated comfort height 2 piece white toilet .......................... $ 252.00 33.Install finish electric,including customer supplied lighting under cabinet lighting,recessed lighting trim, outlet&switch covers,dishwasher,refifigen[tor,and mimmawe..................... ........ $ 750.00 Elertriad Schedule: HALO V RECESSED WM EYMALL MUM 0 MAW, 1 WM.2 HALL) WAY TOGGLE,SwrrCH E49T D(MAC RECESSED,Imo) SINGLE POLE TOGGLE SWITCH INSTALLED(SDI,„uND R CABS LiGnis,DID I.tmm WIRE CUSTOMER PROVEDI:D DINING ELX URE XENON 1°�"UNDER CA NET LIGHT 20A Gib RECEPrACLE CHIT 20A DUPLEX RECEPTACLE I STAi LED*INCLUDES REFRKMRATOR AND GAS RANGE PLUG MICROWAVE C`RCUff AND LNWALL*YENTWG BY OTHERS WIRE DMWASIIER ISA ARC FAULT C1RCUrr 15A DUPLEX RECEPTACLE ViSTALLED TOTAL.LABOR&MATMALS $ 56,177.0 + $ 640.00 if LED option chosen ffiffiM Upgrade 9 recessed lights to LED (+$450);upgrade two 12"ships of under cabinet lighting to LED ($190)......... Total additional for LED upgrade: $640.00 a initial f choosing option Paym�t Srhedale Due upon receipt of permit $ 6,000. • Due upon completion of demo $ 7,500.00 Due upon completion of rough frame $ 10,000.00 Due upon completion of rough plumbing&electric $ 10.000.00 Due upon hanging of wallboard $ 5,500.00 Due upon installation of flooring $ 5,500.00 Due upon installation of cabinets $ 5,000.00 Due upon completion $ 2,677.00 Plus LED option if chosen $ 640.00 RALNEW t r as ra uses •#game e Asw=ow ofcaM Cod• sw, MANNEY +�. PO Box 816 ' v �������®� NAarstons Mills,MA 02648 Tel 508.428.7147 info@thecapecodcarpenterscom Fax 508.428.7167 RENOVATIONS•ADINTIONS•CUSTOM HOMES TheCapeCOdCurpeute29.COD1 Please mt�our standard cwmrt • 7bia estirrmte is valid far 30 days • No amirimat wrote is in thin esfaaase mdess daa�cdrr • Qapasivaadpaymemsarenma�adetrte��7ee+�vi�whd- • Cam is not responsme form dmmage mtawn or plmmtegg amend demdifim erect • Carmacmrismtrespmsibieformydama�oommiatrmdstimgcthrtmayneedw6emovodoeampleteerat • A9 omsmncbm waste sad by property awffir. • Piaperiy o nwis nVowRoeforaa emm aswdared w-hh --.ids pond,mertmy watn-pommon N I S armors assoaaied swim Americeo Disabilities Aa ra{uiremem if.mcmmy. ' Any repaq moving or auta085m of datm syatesa is the re ily of ate pmpaty owe • Customer is to supply aspaimir nay is being nod(unim otherwise specified) property Owner agrees duct 8moeyB:R CustomBuilders nay displayasnonsigrm the.cMgdmig the durahmcrdm work wdmemmtiaflaoompletim • property Owavis responsible fiorary,and an eGwjaaring,site plea.Coasersvfioo.Toning,atdfor Hrsnotieal casts necessary in assceia6m withocoemmy • AD home improvement mmmaoss and 9Aeamadas shag be o�ig to asp istmom s add b unless d m:Due noted. tmprosemm!Caummor Regisaation,One Asidmtm Ram itm 1301,Bar,A 08 � abau.a mauaerar or m a regisr®tioo shadd be directed eo:DireetoS Home • The property owner has mree-0sy cancellsaitas rightsofths mmraa mdir?&CxL a 93,4$M GJ c 140D 10 or AtGL e255D,14 as appfirable.After 3 days all deposit and special arder payments are ton• tie • AD warranties and property owner's fWas are®der the prwisians of780 CUR}10A and Mr-L a 142A Any ateammar deviation fanabove specificadons6azmWffig mu,mstsaM anesna change over aud above Me-at 37A00perourphBmatenafs ffcostafmaima>sandteborchaages,this estimate may, no nore tom 15% • h is the oNgation afthe home improvement to obtam any and ag novessany construction4dated permits;in(he event the the property owner secures their cum permits ordmiswith unma stared 0000ractors they wilt be esdaded Berm the gvamny fond provistam ofM.G.L a 142A.Wart wffl begin no lei moo sm It from the isnm=of any neoessoy pamits and will be coagdc ed m toner than two yam fans the mmaate of mxssary permits. • property Ownees,failure to make paytoevs:s for wmik duly performed way sesult in a Sent agdatcttbe s property.Owner is responsible ftrany legal fees and mmtemtsRannry&Rimmgoomnyimam mlkametnotriesdue®this eatiffmtp 7bematrarmranddoprapenyaw=hereby mrmallya®eeioadaasce than mthe event the aomreetarhasa dispute concemrtalbsesftmme the contractor may submit web dispute toaprivateobmaimnsersrioewWcb has beta ap�by the secretary of the atfiuofcoammera»bsawl business AwAnbaossadmeco sumershAberequitedtosuhnvtmsobartima5oaasplairdedm I&G.L DO�t(3T SIGN THIS CONTRACT IF YOU HAVE NOT READ IT OR IF THERE ARE ANY BLANK SPACES 13 �or Ranney&Rimington Cestom i MIders bate PmPertY Owner Date IM of raff&Azze DA rroS -f s&Obn=tdons Assaucaftn ofCepae Cod-Bw2ar ausmew&vum Massachusetts -Department.of Public Safety Board of Building Regulations_ and Standards Construction Supervisor ; .License: CS-088595 .J ,`,tic-t-•�'.S ��� ALEXANDER RANNEY nip, 239 SCUDDE12 AV Hyannis MA-0M601 1 Commissioner Expiration 04/16/2014 1 4 License or registratt6n valid for indijn before the expiration date. If found Office of Consumer Affairs and Busi 10 Park Plaza-Suite 5170 I Boston,MA 02116 j- Not valid without signature i i Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supen•isor License: CS-088595 t : o,, s ALEXANDER 9 RANNEY 239 SCUDDEA AY Hyannis MA-02601 ' Commissioner Expiration 04/16/2014 -- --.. ,per caeaLC/a�C�/l/laao�ccluee �-\ Office of Consumer Affairs&Business Regulation I OME IMPROVEMENT CONTRACTOR registration: r<144752 Type: xpiration: .,1-l'201.4 DBA 3 RANNEY 8 RIMINGTON CUSTOM CARPENTRY ALEXANDER RANNEY,::; ,�. .-: I. 239 SCUDDER AVE f ' ! HYANNIS,MA 02601 r i. Undersecretary i � r 200.00' N LP 0 0 TANK EX DWELLING E ^o DECK N 79.89' 16, PROP. ADDITION ryo'y 58 P W INLAND BANK 36 MBLU 61-54 0 o 484 WHISTLEBERRY DR. o BARNSTABLE, MA CRANBERRY BOG 270 00, SEPTIC FROM ASBUILT ON FILE AT THE TOWN HEALTH DEPARTMENT CERTIFIED PL 0 T PLAN CRONIN RESIDENCE I CER7IFY THAT THE IMPROVEMENTS SHOWN of 11 484 WHISTLEBERRY DR. MEET THE MINIMUM SETBACK REQUIREMENTS ��P� ASo BARNSTABLE, MA ROBo yJ, DATE. 1-8-2014 DRAWN: RBS OF THE TOWN OF BARNSTABLE. o S KES SCALE:1"=so' owc.. S 66 No. 35418 H EASTBOUND *LAND SURVEYING, INC. oy P.O. BOX 442 ROBB SYKES, PIS DATE FORESTDALE, MA 02644 508-477-4511 'C Nl N At��' @ 46f V w-5r,,,y W t , /`WS1-DTJ.S IMI LL-S j 04 a F4 'A If t'Gaide to 11 i►od(on-str►tction in High Wind Areal: Il o mph Wind Zone Massachusetts Checklist for Compliance(780CMR5301.2.1.1)' 0 Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)...........................................................••----. ..................... Wind Ex ............................110 mph posureCategory.................................................................. ............................ B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ I stories s 2 stories RoofPitch ..........................................................................(Fig 2) .............- �5 12:12 ............................ Mean Roof Height .......................... (Fig 2)..................................-----.......d 31 <_33' BuildingWidth.W...............................................................(Fig 3)................................................ ft s 80' BuildingLength, L .................. ...................... .... ...............(Fig 3).................................................lL,U 5 80' Building Aspect Ratio(L/W) .................... ............. .... .......(Fig 4)................................................. S 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................/n�s 6'8' 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................................................................... Concrete Masonry.................... 2.2 ANCHORAGE TO FOUNDATION'3 5/8'Anchor Botts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Boft Spacing-general...........•..............................(Table 4)...0.4. A7L�p in. Boft Spacing from endloint of plate ............................(Fig 5).................................... u i2 in.5 6--12" Boft Embedment-concrete.........................................(Fig 5)................................................. -4 in.a 7" Bott Embedment-masonry.........................................(Fig 5)............................................ — in.z 15" PlateWasher...............................................................(Fig 5)...............................................t 3'x 3'x'/.' 3.1 FLOORS Floor framing member spans checked ..............(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................ - ft 5 12'or L/2 or W2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ! ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................. s d FloorBracing at Endwalls.................................................:.(Fig 9)..................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).............. Floor Sheathing Thickness ..................................................(per 780 CMR Chapter 55)....................... in Sheathing Fastening............................................. ..:.(Table 2)..Ad nails at�in edge/f?t in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..................-...... 5 10' Non-Loadbearing walls..............................................:.(Fig 10 and Table 5).......................L 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)......---..........�in.s 24-O.C. Wall Story Offsets ........................................................(Figs 7&8)........-----.............................�J!�ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x �ft in. Non-Loadbearing walls................................................(Table 5)..............................2x f-kltft__S in. Gable End Wall Bracing' FullHeight Endwall Studs........................................... (Fig 10)....................... ... ...................................... WSP Attic Floor Length..............................................:(Fig 11)....c/�'( 9K.-tt-.. ........ ft~3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)................................-- _ft a 0.9W 2 x 4 Continuous Lateral Brace 6 ft.o.c. ..(F 11 ,��pF MASS Q (Fig )............................. Plate p..,...�........................ MlCHELE S ength (Fig 13 and Table 6)-Po f CUCTUR�P m .onnection(no of 16d c mon nails) ..(Table 6) . o SYRU �. . No 34774 oq 9FGIs'l I C�>'✓1 N p(hp N, � ¢$f U/�'t Sjn.Eb�e-�! �-'t�-f pA�� Z c�F 4 �f I.t,S /y� • II('Guides to flood Construction in High If Areas:.I/ mph Wind "lone Massachusetts Checklist for Compliance(780C*MR5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)..............(Table 7)........... .-5.' R1�-- ..................... Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ - Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft�in.-<11' SillPlate Spans ........................................................(Table 9).........................---......�ft T in.<-11' Full Height Studs (no.of studs)...................................(Table 9)........................................................-3- Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................4'_jft—in. :512' Sill Plate Spans...........................................................(Table 9).................................G,�ft—in.<- 12" Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building Dimension,W y 2 ............................................................................� 5 6'8" Nominal Height of Tallest Opening SheathingType..............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10)........................................................Adk Percent Full-Height Sheathing.......................(Table 10)....................................................3 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L k Nominal Height of Tallest Opening 2...................................................................... <-618" SheathingType..............................................(note 4)......................................................—!Ll* Edge Nail Spacing...................................:.....(Table 11 or note 4 if less)........................ I in. Field Nail Spacing............................ .............(Table 11).................................... .............L—Z in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ tpr Percent Full-Height Sheathing.......................(Table 11)....................................................ft—I/o x 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............G2 ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(rable 12)............................................U_4�LB Lateral............................................ (Table 12).............................................L=12(2 Shear........... .................................(Table 12).-----......................................S=_27 Ridge Strap Connections,• Arotes �er page 21..... - Gable Rake OLMooker......................................... (Figure 20).......... ft 5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............- U= lb. Lateral(no.of 16d common nails)...(Table 14)................... ..................L= - lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 ano 59).................. Roof Sheathing Thickness........................................... ...........................................7o in.a 7/16'WSP Roof Sheathing Fastening...........................................(Table 2)....Q,1�...@....�~.a•{c ...�.. !ov Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1-1 Item 1. If the checklist is met in its:entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a SN OF 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathin requirements shown in Tables 10 and 11. o�'� MICHELE q°yam 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness.pressure treated#2-grade. CUDtLO m STRUCTURAL ti i�� //� 1 _ No 34774 l� Z /'� �� .00 9F13/STfiA�� �Ss�ONAL ENGR� r W5P EDGE , I � 0. , e 1NTk�NtfiUlPrTti I I �RA�PI11 N G I I EDGE � • I IN'(�,Rl�I�.D IkTE d1�Nth�R,TYP• tll�•MbE�tt,TYP. ( ' , (; lof I i mla� ..3! miry.. ff\ -V . YYSP ATTAC H M E N T Ar.OT TO 5GA1.E TOR yala• AD AuitIZ. > TTACAMBNT NOTES: Wood Structural Panels shall be mininturn 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 member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of iite upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment God {�t�ij �T 2 of Woop 57�UC�Ua�� P�►SEL �W4',P) - s}tEAT+}INC� V 11 • I I 70 •I i .� mEbIATti �¢AMIIJ� I I � � •.I ad. NA�n.h � 12 0 (� I�ZER I ��t� � L 8 d r1A1L5 (���"��� o c., r✓ VEat. W54 EDGES --gam r 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.294 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=1300,000 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 psi.Fc_per-750 psi, Fc_par-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 tilled.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. I 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. Comers 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 C 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. I BY (- DATE SU13JECT�D `1d1�'+/` ��T11✓tL`� SHEET NO.SOF 2 CHKD. BY-DATE- �Nr'N J� D, AAnI r OB NO. �'��' InJ#�i-r t,��J�11�1_��fiZd7.�1 �►• J' (,�' 10001p STRAP I I I � I 1 I I I .I � I I I I 1 I I I I I 1 I.1 WINDOW OPENING I I 1 I II I •I I 1 1 1 4'-0' MAX. I I 1 I I I I I I I' 1 1 I • 1 1 1 1 I I II I II �1 1 I I'I II P II A J I I 1• 1 1 I 1 1 1 1 I i 1 1 I , t 1 I •1 I •I, 1 I , I I Z I I I 1 I I I I I I• , , I i I I •I i it i II N I 1 I I 1 11 I II II I •1 I II I 1 I I II II I 1 1 I I SHEARWALL HOLDDOWN SEE SECTION 305.4 ® SHEAR/BRACING PANELS NOTE: 1. NO JOINTS IN TOP PLATE WITHIN 8'-0* FROM CORNER 2. FULL HEIGHT SHEAR PANEL TO BE PLACED WITHIN 4'-0" OF CORNER SPA II f I, Town of Barnstable Permit# Expires 6 months from issue data Regulatory Services Fee Thomas F.Geiler,Director Building Division ,{✓ Tom Perry,CBO,. Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address 4 qg I y�Ld j S_1_cl R e(2p y D tg , 114, .44' E?1Fesidential Value of Work? /> 00, 0 0 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address j L {/}'i2 G l'fA1 S d Contractor's Name �I�L'!—A Telephone Number 6060^J 3_32 Home Improvement Contractor License#(if applicable) tp Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insuranceone ® I"'� Chelama' 9� sole � � �• ❑ I am-tli"e'Homeowner APR 2 1 20�0 ❑ I have Worker's Compensation Insurance Insurance Company Name TOWN OF BARNST�BLE mP Y Workman's Camp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) 12"ke-roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) "Where required: Issuance of this permit does not exempt.compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the HomeImprov nt Contractors License is required.. SIGNATURE: / /✓ Q:Forms:expmtrg Revise061306 i The Commonwealth ofMassachusetts Department of Industrial Aecidenis Office of Investigations _ 600 Washington Street Boston,MA 02111 , www.mass.gov/dia Workers" Compensation Insurance_Affidavit: Builders/Contractors/Electricians/PIumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):. -Address:— . 1/ City/State/Zip:C Phone.#: t (O -1 Are you an employer? Check the appropriate box: Type of project(required):. 1.❑ I am a employer with 4. Lkfam a general contractor and I 6. ❑New construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees ..These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers'comp.insurance comp.insurance. #• 9. ❑Building addition required.] req ] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbin '3.❑ I am a homeowner doing all work right df exemption per MGL ❑ • g repairs or additions myself [No workers comp. 12.❑Roof repairs insurance tequired] t c. 152, §1(4),and we have no employees. [No workers' comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'campcnsation policy i formatian. t Homeowners who submmt this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContracton that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors Bove employees,they must pravidb their workers'comp.policy number. I am an employer that is providing workers'compensation insurance far my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.M Expiration Date: Job Site Address:q kq Ltd 1 S 7t 9 AF'_X121t bt?f City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date),.. Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi der the pans and p alti s o perjury that the information provided a/bovg is true and corr1ect: Siunattue: Date: Phone#: Official use only. Do not write in this area,'tb be completed by city or town official City or Town: Permit/License# I Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: NIT. zro�� Town of Barnstable Regulatory Services rMAE& $ Thomas F.Geiler,Director 9j 163¢ �Eoa 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 Property Owner Must Complete and.Sign This Section If Using A Builder T, 1 C(+A-P-t k� 0 ri'/JSo;)/ ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by tbis building permit application for. .(Address.of Job) L signature of Owner Date L( h soA Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. ll.Cl1011f`./1TI ATLD DCDI(TC[`7!1).1 L Town of Barnstable Regutatory Services sAxrrsrAUL Tbomas F. Geiler,Director 'tdwss g . Building Division �PrED h Tom Perry,Building Commissioner _._.. _. .200-Maitf-Streeter Hyannis;MA-026-01 _.. ..... ... . . _.._. . .. _._.._..... www.town.barnstable-ma.us Office: 509-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE. JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINTITON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The Undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned."homeownee'certifies that he/she understands the Tpwn ofBarpstable,Buildm Department rnimmum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Throe-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 bomeowoer performing work for which a building permit is required shall be exmMt from the provisions of this section(Section 109.1.1 -Licrosing 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 assurning the responsrbilitics of a supervisor(see Appendix Q. Rulcs&Rcgulations'for Uccxuing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hirrs unlicensed persons In this case,our Board cannot proceed against the unlicensed priori as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately n sponsible. To ensure that the bornrowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that be/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 sucb a fomr/certification."for use in your community. Q:fMMU:homccxcmpt l�V�RKER ' CQMPE[V$ATION AND:ENIPLOYERS WA 1:12;Y3 1SU F, ; NCE°POLCCI( Information Page t, i > rh �; Q �3° ..._...,«_ _...(._,v a.:.i., ft......_.:.... ..:. ... .._ ._._.. ,.....,. ....,,.,., ...._u..uur_i..vL. l.._...a.F v'�,..G.b.f.x ..a w.,...r�1....c....a_., 7.'w5 o...F1_>,.. rt �x e 04 a i Atlantic Charter Insurance Company VDAC NCCI Co. No.:29211 Policy Number: WCV00730203 I INSURED: Prior Policy Number: WCV00730202 Tyndall Roofing, LLC Producer: 30 Jillian's Way Fredericks Insurance Agency, Marston Mills, MA 02648 Federal ID Number:204616445 Inc. Risk ID Number: 1046 Main Street Osterville, MA 02655 Business Type: Limited Liability SIC:9999 NONCLASSIFIABLE ESTABLISHMENTS Other Named Insured: Other Work Places: See WCE107 2. POLICY PERIOD: The Policy Period Is From: 7/11/2009 To 7/11/2010 12:01 A.M. Standard Time 3. COVERAGES at The Insured Mailing Address I d A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states liste( here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3A. The limits of our liability under Part Two are: BodilyInjury b Accident $ 100,000 � y y each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insured: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A All states except Monopolistic State Fund States D. This policy includes these endorsements and schedules: See WCE105 4. COVERAGES: The premium for this policy will be determined by our Manual of Rules, Classifications, Rates & Rating Plans. All information required below is subject to verification and change by audit. Code Premium Basis Total Rate Per Estimated Classifications No Estimated Annual $100 of Annual Remuneration Remuneration Premium See WC 00 00 01 Minimum Premium: Deposit Premium: $500 $1,284 Interim Adjustment: Annually Servicing Office: Total Estimated Premium $1,217 25 New Chardon Street Surcharge(s) 67 Boston, MA 02114-4721 Total Premium and Surch rge(s) $1,284 Issue Date 06/22/2009 Countersigned By:_ Date JUN 2 2 20 Copyright 1987 National Council on Compensation Insurance Form: 100m per: anvmovuueal� o���ac�ucaetla '. —" 07. Office of Consumer-Affairs&Business Regulation . License or registration valid for individul use only i HOME IMPROVEMENT CONTRACTOR ry before the expiration date. If found return to: Registration: \19766 Office of Consumer Affairs and Business'Regulation ` 8-Z- 10 Park Plaza-Suite 5170 Expiration_=8%2812011 Tr# 288419 j Typer�"1 India d I � Boston,MA 02116 WEBB CRAFT DESaG.N=�_ DAVID WEBB r d' 17 ACADEMY LNS = f--=� a FALMOUTH, MA 026 ,,•'" ! � Undersecretary c - Not valid without signature - t i •- !Massachusetts- Department of Public SafetN Board of I�u�kdi.n- Re!o-ulutions and Standards r structi0 upervisor License ...ut:L'ieonse: CS 46189 R404ricte'd to: 00 DAVID H WEBB 17 ACADEMY LN FALMOUTH, MA 02540 Expiration: 10/29/2010 J C'u nuu iss i un c r T r#:.5826 c ' .. - -..r•` -ry...;�.+• +ti/�r•.•-..r*f,r.rt:^r✓.:w"'"�:it.y+i•.ry.,,?„p+�5tr3r2�"�i�•. +. "/�v`fii�-Y�*+�K. _C/v "�J �'.+ �� • ti Assessor's office(1st Floor): ©//�os4 +� ` j Assessor's map and'lot number C�J V �o ?ME o` Board of Health(3rd floor): Sewage Permit number Z BAiSTABLL i Engineering Department(3rd floor): Q �o �raas House numberS� _O5 19 Definitive Plan Approved by Planning Board �/ APPLICATIONS PROCESSED 8:30-9:30 A.M./and 1:00-2 00^P.M.only Er TOWN _,OF BARNSTABLE m BUILDING INSPECTOR i APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION �o �3 19 � q r TO THE INSPECTOR OF BUILDINGS: The-undersigned hereby applies for a permit according to the following information: Location Proposed Use ^ SL Zoning District fi"' Fire District Name of Owner q\C y1G�t2D 1'J ,o��.SV h Address (0 Name of Builder T '` fQ R� Address �y 3 rr AO1+5��`"~ Name of Architect Address --� ! ?G.uR�4� Number of Rooms � �� �'"^ S ' Foundation � • Exterior �_ � �'"A Roofing ��� • L�ry ral"'r'^ `/ �{ T Floors ��" �-,oo� / /C2�E Interior 7' t-�1 f� 6 1 \\ A_ � 2 Heating kGR�_C -ft•ke- Plumbing Cori Fireplace, _ P y C'It IfA 14n C Approximate Cost e�-/ 02� �,, � A ea 0 9lo Diagram ofe of and Building with Dimensions �G l s�,yFee 30'Z� a 3�Z g'7 n •• / 3p,2� 4 �L 'L\0 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. . I � Name Construction Supervisor's License o ���� JOHNSON, RICHARD N. A=061-054' - No 33065 Permit For 1 Story - :Sngle�_Family D.wel•ln_g.---� ---.t�<= i Location Lot . #51, .:484...Whistleberry Drive Marstons Mills { Owner Richard N. Johnson t Type of Construction Frame - Plot Lot Permit Granted July 13, 19 89 Date of Inspection 19 Date Completed 19 i PERMIT.COMPLETED 1/1/--IL r V 1' Jy •e TOWN OF BARNSTABLE BUILDING DEPARTMENT »s�T TOWN OFFICE BUILDING rua HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department .DATE: 11/ `(%Q An Occupancy Permit has been issued for the building authorized by Building Permit $ . ..._._.....—���6,�j�......:........................................................._.._......_........ _.._...... __.._� __ issued to ....�ee. .....t//�,,19„e�JS,s9scJ .._....... .................... �.. /vr Please release the performance bond. I TOWN OF BARNSTABLE Permit hlo. 33q.65 • BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ,�o �• g HYANNIS,MASS.02601 Bond .....�. .. CERTIFICATE OF USE AND OCCUPANCY Issued to Richard N. Johnson Address Lot #51, 484 Whistleberry Drive Marstons Mills ; Klass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY-THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. December 21, 89 ...................... 19................. ..............Builds g •p ctor............. nzIns e ' .:. 'F- :.-,.�. a i�-t ;-.t?.':gv':i7.n�.crta;a+.;•r.%,'L•:' + :cc�I•Q a t`,.. RNSTABLE, MASSACHUSETTS BULLDOG . PE.MIN DATE .July 13 19 89 PERMIT NO.N- 33065 LICANT_l±.d Stafford ADDRESS P.O. Box 719 Mashpee, MA - 045420 (NO.) (STREET) (CON.TR'S LICENSE) PERMIT TO Ruild AWelliriP (IL) STORY Single family dwellin` NUMBER OF I (TYPE OF IMPROVEM NT) NO, y DWELLING UNITS.l (PROPOSED USE) AT (LOCATION) -._ lot #51 484 Whist eberry Drive Marstons Mills ZONING (NO.) DISTRICT— (.STREET) BETWEEN AND • (CROSS STREET) (CROSS:.STREET) SUBDIVISION LOT LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT, IN HEIGHT AND SHALL CONFORM IN CONSTRUCT TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewage #88--688 AREA OR - BOND VOLUME 8q(1 .4cf. ft ESTIMATED COST $ 85,000 FEE MIT 130.25 (CUBIC/SQUARE FEET) OWNER Richard N Johnson 11 ADDRESS Timher ne Rd Chapel Hill NV C BUILDIN (y � BY G DEPT. f1 ' _1�8 OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. Rb'f`T'YQr MINIMUM OF THREE CALL INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE S BEEN PERMITS ARE REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBFINAL INSPECTION TI TO LATHE FINAL INSPECTION HAS BEEN MADE. 3, FINAL INSPECTION BEFORE ' OCCUPANCY. i POST THIS CARD SO IT IS VISIBLE FROM STREET ' BUILDING INSPECTION APPROVALS PLUMBING INSPECTIONAPPROVALS ELECTRICAL INSPECTION APPROVALS d ' Z Z - — �,n� 1 2 BC) •Gh ram..-�,c.l_ I 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT ' Sv zT 70 Wq�t/c�L e'Q OTHER BOARD OF HEALTH f S i WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION ! TOR HAS APPROVED THE VARIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CAR AN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE OR ITT ! NOTIFICATION. j ' is LO T 52 s 000, C'Jy 30,2 31' V G CRANBER Cb o / .Boc cV �4. 01 cUcU S 9'00'00" E 44.26 4 �� 1� CRAN ERRY• • , IS WTL��� .rooms .� . oo. FLOOD ZONE: C" RES. ZONE: "RF" FOUNDA T/ON CER.TIFICA. TION __. . r WN.- MARSTONS MILLXA E: 1"=50 PLAN REF' 349/58 / CERT/FY THA T THE ABOVE I 'YANKEE SURVEYORS FOUNDA TION /S L 0CA TED ON LAND THE GROUND AS SHOWN, AND ,Ilk of lr's POSITION DOES _ ��``A G d coNSU4 TANTs CONFORM TO THE ZONING LAW -� I43 ROUTE /49 SETBACK REQUIREMENTS OF y P.O.. BOX 265 A R NS TA BL E ,a ` MARSTONS MILLS; MA. 02648 ' ��'�� SUFIdE' 7/6/8 9 ')OB 17 0 0 PAUL A. MER/THE W, R.P.L.S oArE,• UMBER Eol El BACK VIEVI - EAST LEFT SIDE VIEW I ED ,Z Ir-- TI--m � 7 LLU F O,,\!T 1/!EW- WE:%• RIGHT SIDE VIEW- SOUTI! FAC!:'!G ELEVA7!01VS NEN RESIDENCE FOP.: THE TONNSONs NAME:R/CHARD+SOAN TONNSfN ADDRESS: NBM WFI/STLEBERRY DRIVE C/7/$TATt: MA RSTUNs M/LLS�MA. SCALE: %"= /� Sxrr. PAVL T.TON,vSOn/ Z18�89 J7 _ G T/M 6ff;LYNF RD. a�- CNHPE�. NiLL, vc. 2�5,Y 9 r i I .. I It ADOE VE.rr X 1 S///A/GLES—� _- Z.H' ,lois_r_s ly ac. SCHEDULES --- — ! _ \ XIKDOM SCHBDULZ IAll wind—M...to C......E MARV-A-CARD, Aluminum Clad, Bat.oe BU/LDEFSP.IPEQ R 38 Brown B.terior Law 6 Mass.R•3 37 AI I t 0 03 CFM/rr; with.Lz 1 bare rood interiors 9 ®SNEATN/A/G /•A/R SPACE men•• 7Ao/vn tnT�rrr nn Q �l}'LD7(r'Ia. Sybol Quantity Nadel• Rough Opening C he 1 1 MQ1172-IX B'-1• r 3'-111!/BI• CaunenE mb R30 cp I I XG1110-IX B'-1• r 3•-313/BI' Gmmeot� �Pq� S uw'-p 3 1 Rou.d Top V Bi., Qrtll I...It Marvin Metal Clad, Brow 1C� MG2B72-SM 1'-9•r 3'-1113/BI' .. .. EGRESS MG2136-ZN 1'-1• r 1'-713/BI' Caun.a m 6 1 MG2B36-2M 1'-9' r 1'-713/BI• Ca.eoemt, --Ess • I .i 7 3 MG2110-SM 1'-1' .3'-313/8)• 'a..enE 1` B 3 MQ2110 1'-1• r 3'-313/81' Ca.e.ent! 3 MG3Z" 2'-9' . 3'-1113/BI' C.:....t, EGRESS Total.13 14 f4 /0 2.6'S77 — I > 12 / t Baa..e.c wlneor. rz/9 I 10 1 2817 3•-BIS/81• . 1'-7(1/1)• -0.o1.e.ea�w aquiv.I.ot O - _ , SKYLIGHT 504EDULE IAll V.lu.-Aarri.a, Inc., Lw 9 G1...) Sy.bo1 Oua.tlty Model# RoughrOpentog Type rla.hi.q Kit . h R 30 2'•10' ✓O/STS I16 O.C. 20 1 'Sy-" 3911/I1' FSFVHH L-1 21 1 TPS-1 3113/BI' r 39111Z1: TPSYNH L-1 --- --- , 22 1 TPS-6 2211/21' : 3911/21' TpSVHH L-6 ' Total* 3 FASCIA — /BCE 7L'!0 fYATE 2+2•6 DOOR SCHEDULE (Ertertor) OR/P EDGE /EA/T 1 1 7+•bMI I•tL.jf)aLFdAt i••+C� Bymtol Quantity Model# Sir. Type / •�h %i- 6" BEYE.. S%LYA/6 �^+�w.l+•�. A 1 MG3068LH 3'-0• 6'-8• Marvin Clad Terrace, Bahasa Brown; TyV H K C D XC.X nits.w ra $ I Lw E wood i.R•3.33.AI.O 07CFM/FT; '� Ear.rood interior. LH 3'-0' r 6'-8' Staolq-.teal, ..lid 2•e 57U0 2 DQYL/ALL o/L 31oL$D, C I �/jr RN 2'-B• :6'-B• SEa.lq-steel, half endow (OIJ pro c) i -H' D 2 �Q age 9'-0• a 7'-0' Ov.rh..d, parcel, rood C ,)u(L 0] I 1 Bi1co C w•1'-0',1.3'-8' B......t, .Feel Eateh cover IL POLY + ✓ /l Total# 7 IRough opening) c / 7 DOOR SCHEDULE IIoterioa`�_ ;nn... .:•.•, "'IJ' I Sy.bal 12—ttEy Model# St.. Type r A I r 3 LH 2'-0'�r 6'-6• Panel I�I/I//SHED FLOOQX(r+ l FaA.A N 3 LH 2'-6'r 6'-6• Pa .....l 6t07TO"7 q,4rF 2'b �f!/� FLLAOP��,PLYWGg7 K 1 RH Z•-6• r 6'-6• Panel LH 2•-B• r 6'-6[ Panel roc) L 1 3'-0'r 6'-6• BI-Fold 6'-6' O..l Clo..t 2•10,/O/STS lb OC �.� \I Total#17 Z•+A"ANCHOR SOL TS,6-(7 Oo C. _ Ah'D MIN.12'FRO14 CORNERS jkCR'/5NEDSr0,vfOR P BED MICA O S/LL 2•6 ./BERGLASS/lL SEA L M/N. /=G'W/DE ♦n 1 WRITTEN D/HENS/O NS ON ALL 10 e AW/NGS HAVE PRECEOFvice -/ BI TUM/NODS WA TERPPOOPNuG I 10 FtOU.PEO COVCPETEI bRCIVER SCALED DIMENSIONS. CONTRACTORS SNAIL BERESPOA'S/BLE :7VAr CONSTRUCT/ON CONFORMS .PF/.UfAA'f/1E.VT ,Ing y TOP ANO TO LOCAL BUILO1111 CODES._ B07'rOPf OFWALL fO/Vr/NOus WITH^L-SNA PES A CORA/FRS VAR SECT/QV � SCHEL�MS U G4/FOOT/NGS �9 R)U2ED COUCFET£ SLAB AlAl USIMACE fOP: THE XMIS0.VS ,,> -. • .,, _ TYP/CAL SEC70V J,r:„•_• N.IHE:'e1Cpx'e0 � ✓CN +A/ WRISOV 6 hl l L POLY ADDRESS:1184 I ffS7LEBERRY URINE � t?Q) -�}yj�b(c SULf •1 C/TY TA7E: /U.. x 4'AUOTCUD D?A/N(oPr(OK.M�>' � S /YAR57DA/S /Y/LLS, T/NGI (OPr,—)AL) Z/B/e? +"'B PAUL -1 ,KWA/SQV � I b 77MBERLYHE ROAD � CNAPF/. N/LL.A/C. 275)4 a LI 7t-0 /04• B-o .O" 10.0- IFO- 10-0 24 0 'O •S AKfJJ •T f OOa2 O iJ = I :o o °o ©O 'O 2.8 Y=a :8 O w OO OPEN 70 1� WeS 'o b m o � ® o N Cc«1 I IZ p I IZ-p• —I 6=0'• IY-O 2=J 12-0 8•p., FLOo,2PLA/f/Sfco/ FLGt�2 NE✓RES/OENCE FOQ THE ✓ONNSONU • SCALE- w'I' N.IME eltWRV ►do,IN ZWAArO& AAO.QESS: 484 WA//JTLEBERRY LiF/l�f UTY,STATE /7.fRJ7DNS i`72[S,hA PA!/L ✓,/GINNSON 1/8ia9. 3 I 6 T/nBER[YNE RO. e, C///PEL R7514 mu A/C 9 is 6-o' C,6NC. APRON 6 mt MAST Ce .0 gz"oleooll s, 'o c— -C) (D 3 19 's(D t G4R,46Z-, AL, zx�, 10 o 00 i 011VIN6 F KITCHEN @ *PA T10,10-MY- AAo Tr.- ALL 10X V,4.t Z X 6 2 1 U.C. //Vr.',e/0`,e V41L& 4-, /4'O.C. ------- rNSULA7W WAILS //.,'MASTER BATH w BEDROOM HALL, R11 SCALE '14- 1' 16-6 C 4-0 19.0 FL 00e OZ,41v-/-/;Ioslr IZ-ooe AAFV RFS10,FNe',F -ae, 77VF ✓011AIMAIS u4l,%r. egwfeo ��Xav xvaerar-494 1,W1J'7Zr,9Zele,-4elk*F 1,4RX7ZWX 1lf14 4X.HA 0441L d 1011AIMAI 2/a/89 6 711Y8,IejYA4l ARO. i 71•-0* _ 36.a• - - 4.d 1-0 W-e L'9, 5 r B•O 4,-0" 1-6' q•c is z'xzr coar.uc Ar 9-0 2-6� I I __-_-- ______-_ I .Q 200 AMP 21S G[LOV I 'O J ac rw,wr I S' I -- I � I r----- -_3 L J �\ I---- I A I I I I Y _ � I a •. � G o b i _ I I I I m 1 I I I I I 711 L J LJLJ7-Q—_— f1.O �.Q oo�w e d EY" 7-0 I-------— J I I •o I 1 I I I I I I I I I I ;�, I I aori. II 4tiu,.[nzc I I �ar+ur, I I etarror/r f-t ooa 9'-b 48 3•lo I c:<'/re•�.� rtesr I I I I •'.er Hi coax. I 1 I I I I I 1 I I 1 I I 1 I L_--p---------- - -----T- L---------------------- I I 1 —, 1 _____J I 1 I I 7 I I,r-f-------- -------------/ I I B�d I �GPw/H avE I I a ti I I �STT�LT) ILL •0 1 I N I I I 1 I I I I I I I I I I I I hil _ I -------------- -- ��� �OM� � y o 19•0 - - � 1 FOU/r/0.4T/O.V AMW A/EW RES/OEVCE FOk � THE ,/OH.1,{f17.W' .W/'1E. •P/IH.I.PO �✓OA,(/✓O.SWdO,!/ FV 2 N F C` SCALE 4OOeESX r 464 UNIdrLEBE,e,QY aeAl- iy��/ CITY _ P�C. E•lN A V ST S PU ✓AJON SOA/JTONS 2/8189Axmr 6 T/"BEQLYA/E QD' 1 ' y� •�,�;,Cpg lN,IPEL H/[L,aL 17514 9 t Assessor's office(1 st Floor): Assessor's map and lot number v� Q�'F ,f i11 r Q�oF THE Tod` Board of Health(3rd floor): Sewage Permit number 0-0 ✓ Beaa9TeBLt Engineering Department(3rd floor): L rnea House number pr�/ i639' Definitive Plan Approved by Planning Board (f —•05 19 ��r�r a, APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only A P P R o V �'DOWN OF 'BARNSTABLE 4nsle c nserva$$on Co �GU I L.D I N G --I N S P E C T 0 R j%a y TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned thereby applies for a permit according to the following information: Location `�l 1 4A r Proposed UseIR SL Zoning District Fire District � �a z_ /_ d.I. t Name of Owner kC ICc 2� �13 V SU 0Address Y� 't''�'e✓ I���r R C B �� 1 Name of Builder �� ` f'f"Q �C Address— U 13y>- « Name of Architect Address Number of Rooms —3 Foundation -?6(j RkEr) C Exterior Roofing tv Floors �- �� Interiory�� l 6 1 Heating i' ez c, t+G\ Utz U ��� Plumbing �'�� co c 2 Fireplace C'161M 4AC e Approximate Cost 9:5-/ yy -20 e l .� Diagram of of and Building with Dimensions "�� '�` s�-yFee 3� � O 5 A Aj ,z Zko N i� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name " Construction Supervisor's License Q Y 64yd JOHNSON, RICHARD N. - 'No 33065 Permit For F-I for y - Single Famil _ Dwe Location Lot #51 a 484 histleiberry Drive Marstons Mzil s Owner Richard 10. o h A o n Type of Construction Frale a Plot Lot Permit Granted July 13 , 19 '89 Date of Inspection ] 19 f Date Completed w�'o0 r 19 - TQ' ''�? .0 7 A DECK FRAME PLAN - 484 WH 15TLEP ERRY DR. - MAR5TON5 M I LL5 DIVISION! . MAIN HOUSE LATERAL RACING ATTACEHED TO WALL EXISTING BFLOOR JOIST OR ADDED BLOCKING LATERAL BRACING ATTACEHED TO EXISTING FLOOR JOIST OR ADDED BLOCKING 1/2" LAG SCREW 2"x10" LEDGER BOARD W/WASHER @ 8" O.C. 2"x10" JOISTS 7 315„ �, 315„ KITCHEN T 32 2 WALL DOUBLE 2x10 BEAM T 24" BIG FOOT W/12" DIA. SONOTUBE 4' DEEP W/ABU66 POST BASE AND 5/8"ANCHOR BOLT SINGLE STEP 2x8 RIM JOIST PLATFORM AT GROUND LEVEL 12" DIA. SONOTUBE 4' DEEP W/ABU66 AND 5/8"ANCHOR BOLT 6' PLATFORM AND STEP ARE ATTACHED TO KITCHEN { WALL WITH LEDGER BOARD DECK 51 DE 484 WH 15TLEE3JfKRY DK. - MAK5TON5 MILLS MAIN EX15T1 NG HOU5E HOU5E KITCHEN 2"x8" EXISTING SONOTUBE 3/4" IPE DECKING AND FOOTING FOR 41 KITCHEN 2"X10" --- --.- DOUBLE 2"x10" BEAM GRADE 24" BIG FOOT W/ 12" DIA. SONOTUBE - 4' DEEP W/ABU66 POST BASE AND 5/8" ANCHOR BOLT 12" DIA. SONOTUBE 4'DEEP W/ABU66 POST BASE AND 5/8" ANCHOR BOLT DECK FRONT FLAME 484 WH15TLEBERRY DR. MAR5TON5 MILL5 3/4" IPE DECKING EX15TING HOU5E EXISTING HOU5E KITCHEN 2X10 LEDGER BOARD W/ 1/2" LAG SCREW AND WASHER 9 8"O.C. 2"X10"JOIST DOUBLE 2"x10" BEAM 000nn00000u000a00000aononooae000n0000annoaooa 00 0000000000000000000000000000000000000000000oo 0000000000000000000000000000000000000000000oo 0000000000000000000000000000000000000000000ooclooI ----------- - ----- GRADE 24" BIG FOOT W/ 12" DIA. SONOTUBE 6' WIDE STEP & PLATFORM N 4' DEEP W/ABU66 POST BASE LOCATED HERE AND 5/8"ANCHOR BOLT 6"x6" POST W/BZ67 POST BASE/CAP DECK 51 DE 464 WHI5TLEDERRY DID. - MAR5TON5 M I LL5 MAIN EX15T1 NG HOU5E } HOUSE KITCHEN TRIM BOARD 2"X4" CEDAR " CLAPBOARD 4" EXPOSURE 44 CEDAR POSTS - N @ 36"TALL CABLES EXISTING POST STABILIZER BAR ' 11 , 3 SUPPORTING KITCHEN R L N C d C++CA&I, 0 0 ' - _ 1•st[.► Rcnwtt7. rrr7tseau'_'isS+ai v C ° ° of V ` L • . � 13 2 4er 3, • • � �85 �✓ n� f �•� c A 63 6 /f . - 9 9ro . 64 6 -�-N 2,10-00 E a� I •.� a N Q t 302.3! cPeg -� A r/. 41 0-2 /a U17IVOK- 'a,2. 64 �. r �, ° 1 TAT PfT' 51 Pont OF WA ra� r r ' AV BOG S/N I c� p CL 62 _ _ , . ;'� CRC N 1 s ; ; 12.0 10' rs i s /0 � r or . 60 - � TEST � � � •fir ' / U';--� �� �— � c �0 25' .046 } I .01 ' M t' ry I a Orl 1 BOG CD' ° ° d N i 30' H , R 37 .T C. .00 �� A o 4.2 . 128.O T --» �S �O'J;f-Op �,j, 34 N >MH O1 : .: 60` $ 6 BASIN 4 ---_... 40 � � � _ of Ln C 3 y .�-�� OGE' OF 0 4 „ - 4 E TRA LLEV ED lyA Y �' l �� `m hj ^y O F 1 C ' rr"�'. �,;'`' c,••,,. (PUB /C , , ro c d O y o u f �o c No Q1G O ��. VM I a1KN L g 4° 0 p nAA J -41 IVa lug d m '� ra. 0) of 0 V Z N � v a c H o N • Xt t� b�� 05 MW -7=N� C qwL IL + _c e o N N M 01 C ryryry��� 7 Cd N N C :s O-Z* G� • .� E � • v e z 41 . R M a c V a ° ° y �him (look, N.OF Mq,gsgcy u a MICHELE �'J' c,Q g CUOILO gTRUCTUaAL cn U IVO 347740 w co GIST6�G�'`` � C 'Sl l ' etA %- r � 1� C 3 v ! s iNo ,-,-� 3 m g Z R H Of AIP wkvvp U OF Wls 1 a o tip t 3lA WA EP .- .s oNo nA, A S 2 4V C- (S w 0 u k 1 a I%V W V CA F—T 4 1J2(,�Jt� a 6' o ! I 0 s (.� 21 1C 1Qt1 N u a i — _ �► a 5 i `" 4 k SMAu• �b ArgDi(od►� �,�w �i�'tQ� I d$ .... __ tu amjs Ile 11-4 91 _- za of MASSQO �tiGHtLIE s� o CVpIL� -4 r C o SYNoCW74 �O t� c o %f ° 9EGISl a� FSSIONP� 6 n � d ro .Q USA • C O G � d • Q7 ro L p o ��' / ►o 5 � / sP. vll�CIS d 06 z � Lq c � S ro n ---T� 0) N C J �nrr-•-� y 12" DMA,cvN eC�r sdWmPNC "- �•Q. > �w�'� N'y a C WM 5,�,12N �� 912 2► ILI � Z w Iwol m OW �1 MOO .S 151s Cade-� Vi/ �0; _ _ _ Vt�.. • � .ri O Loll 91 If V L e ., I C z � vi M 4 '^ ��� ° s _ 1 � �•'' '�=.�' � J l (,'E�)U ihlln � is r� � C ad rA a C Q1 1 �• AIS C P ? i N a 1• •rr IF {� '� � i'1 F.I 4-'i.4 k' 4'(Y �(2\�(j1�i Afr6,v LDi� !"'t_F��/SY►J�+1 V�. �j�^^.V- -'�j�"`:�f ( y'y ' � • �y �*" ,,••}}tt}}��! //'f� •//y�(� n ]Yry'�/((J YY?!'�l dl `M'r )�•.,1p�. { y�L�y�// f� �(`(` f�tif/'� �l _ lGo w, 'IV '�y' 4{s�0 '� �� •Y��!/!/V4t �1��' V\V� V �Y\(f�. - .J_ _ ; ` - ,4' ♦p ! 1� v c G IA 14 rAlp ,�P��HOF MgSsgcy c MICNELE Gs d o CSTRUCTURAL c> No gg774 4-'0 c v N9p�FQISl6P�? o „ �SSIONP& v %v° a t EL CONT.RIDGE VENT N� ! 'A •� 2-1.76'x 14" 1.9 E LVL RIDGBEAM(VCRIFY SIZE 5 W1 LUMBER SUPPLIER) O 2 x Xl o.c. c O ( mz� ,V64-POA 12 � e O c \1y w NEW ROOF CONJT' NEW 2 x 8 WIND WASH BLOCKING S I ba1lN, �, c, 2 x leROOF RAFTERS 1G'o.cr TOP OF PLATE kk . 1/2"'CDX PLYWOOD ROOF SHEATHING HkNGri ' ASPHALT ROOF SHINGLES CONT.ALUMINUM � - 15LB. FELT PAPER NEW 112"GYP.BR.Ohl -R BATT INSULATION 1 x 3 STR @ .c. SOFFIT VENTS °A � . 11"HI APPING 1(3"o w� � a � v .� Z fa � SLOPED CEILINGS(R�30) +--NEW WALLCON�iST. .(81MPSON LSTA24 STRAPS AT EACl)-GN.v> ' `f,AFTERIRIDGkCONNECTION // NEW 2 x STUt)S 1� o.c. I-�5�� � y SIMPSON,H 2. URRICANE CUPS 'Y V V -1/7 PLYWOOD SHEATHING x r y w INSULATION(Rol-9) ► �`�l C u AT ALL RAFTER ENDS At�Dt'Tj 6" BATT IAtSULA ( M I I, +, ICE/WATGR SHIELD AT BOTTOM - - 1/2"GYP.'BD. S 3'0 OF ROOF y ' O PROP-A VENT BETWEEN RAFTERS W.C.SNIPritstE SIDING _d �- 314"T&G PLYWOOD TYPAR HOUSE V � SUBFLOOR-GLOWIb NAILED FIRST FLOOR • G SUBPLOO c INSTALL SIMPSON HOLDOWN _ ce y v �HDU11-SDS2.5 AT 807H NVIf. .7 2 x 10s(QA,1 c. -- , V P.T.2 x 1as(FASTEN TO POSTS VtiII (� v� ® w OUTSIDE R1^/J�� 5� � IMPSONAC61ACE6POSTGAPS •ram - ��;' _ _y_ `�.- ��GV�•` NEW LATTICE �j*TzcO�fi� J ctr GATT INSUL(Ft,ffi3E>) '� ' / V d 0 s NEW P.T. 6 POSTS ON 12" CONCRE SONOTUBES W DIA. O BTGFOOT FOOTING TO 4'0'BELOW GRADE. USE S MP 0 ii-ABU66 POST I M ( .w ►fit �, •,b2A A-16, u o � BUILDING SECTt9F NEW SU V I OOM I ,3 •� 1 q N _ Cf 1tl4 w , w IQ+� v N c� � _ ` + a cd L D DOWN � oN{CHELE yGN EXTERI❑R BUILDING CORNER 4PflLYCAULK� RU TU i TAI?E A'1'Al L SNL'ATHfNQ A � o gTUCTU z:t ,E.AMS ANU,rHF-,rYVFK -- 1rT 4 No 34774 - 0 ROOF SHEATHING VAPOR BARRIER --•-- -- 07 �n0^F(IESTEQ�Oa�� o ROW SHEATHING EDGE NAILING v % OQF RAFTER LSTA STRAP Q 16' O.C. RX MCKING WTVEE PER PLAN FFSS/ORAL�G\ (PER GSN) RAFTERS (NOTCH FOR / a VENTELATION IR REOU DGE NAILING P -- APPLY CAULK OR �b .� ROOF SHEATH /I REFER TO ARCHITECTURAL APPLY ZZ(Z/j" PLANS FOR MORE INFU.) PLY CAULK OI? F�DHv;;fYf UNDER (7) - 100 NAILS ADHESIVE WHERE• i PLATE- .e�!/���� /� _ EACH EN �,ul lNCNC.A'1ED—"'�'�\ _ ` 4�° .� •� �v N ROOF RAFTER PER PLAN, < DOUBLE 2X TOP -----{-- -'�- 'f"--- __"---t--' REFER TO ARCHITECTURAL Q ~ PLANS FOR RAFTER OINENSMNS AND '--ROOF RAFTER PER PLAN S N23A (INSTALL PRIOR ro(�� t a DETAILING) TO BLOCKING AND �� ' , A DOUBLE 2x TOP PLATE PLYV OD SHEATHING) ZaX STUD1 ,,pp a uo. / i`i 1 uIA'GpGc�17G ��` TU�'L' o) RBC (ENSTALL PRIOR TSP (INSTALL PRIOR TO 'VALE SHEATHING TO PLYVOOD G OR ON SHEATHING) E TOP DOUBLE 2x NOT REQUIRED a 4- EAt STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE TOP PLATES, PROVIDE +� "ZA IS USED AT (�)DETAI FIRST FLOOR � w 90• BEND TO EVERY RAFTER, d ni m d CL m E z m IA 1�2N �p ASPHALT tear~ v; ot -----� fit`°COS' Pl (�//(��.L�r�;� I S s L. 5�►1 l¢5 0 2x E7'R, s o 60 � H ILn ��20 AL "I CMG EXISIAM A u Z .r_ r w Itil W V G�IU1 -X�WAU6 w o QJ IN Zxd �r s s 3 ' .� r, ETAI c��e, an� 4- '�f)t1vAL r '"4lwtt,n&cft.t I��1 I N 1 44 T w W w iw ch. w ~ I N Uiy 1 Z"? VIA C, Ui }� S o vL�'ty h -. Tk � N b `U/ d t A: e icy i�,r 1 . -SEAL ALL .S , I PENETRATE � �S Gas '�m+A( i TO REDUCE � L f ( i a SE-E SECTfON3.3 IN THE STATE MWING COM o•� GENERAL NOTES: N AI L I N C� SCHEDULE 1,) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & _� 110 MPH EXPOSURE B WIND ZONE DIMENSIONS IN THE FIELD JOINT DESCRIPTION NUMBER OF NUME3ER OF NAIL SPACING 2.) CONTRACTOR. TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, COMMON NAILS BOX NAILS ." DETAILS, & FINISHES IN THE FIELD WITH OWNER ROOF FRAMING: 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BLOCKING TO RAFTER(TOE NAILED) ad 2 10d EAr.,HEND �� c RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END F BE 6'-8" ABOVE SUBFLOOR — ---- -- — ----- c» WALL FRAMING; - 4.) ALL CONSTRUCTION TO-CONFORM TO 780 CMR. MASSACHUSETTS TC7P PLiaTF3 AT INFEr13ErriQNS(FACE--NAILED `- 4'-16d " 5-16d" AT,iOINT5 �ro o� STATE BUILDING CODE, 8TH EDITION AMENDMENTS & IRC2009 STUD'tOSTUD(FACE NAILED) 2- 16 d z 16n za"ox. c HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES C 5.) 110 MPH EXPOSURE B WIND ZONE, WIND BORNE DEBRIS GLAZING — -- '� FLOOR FRAMING: . . .. ... ..-._., . ..,.. . _.. ..._....... ..._.. .,.._. , . _.. � c � PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS, JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST a VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS BLOCKING TO BLOCKING TO SILL O SILL O (TOE NAILED) 2-8d 4-16d EACH END R TOP PLAT(: (TOE NAILED) s-16d �-16d EACH BLOCK W/OWNERS PRIOR, TO START OF CONSTRUCTION. LEDGER STRIP TO BEAM OR GIRDER{FACE NAILED) 3-16d 4-16d EACH JOIST 31 E O JOIST ON LEDGER TO BEAM(TOE:'NAILED) 3-8d 3-10d ' PER.JOIST 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED BAND JOIST TO JOIST(END NAILF"DI 3-16d 4.16d PER JOIST w BAND JUIS1"f0 SILL OR TOP PL.A:Iti(1OE NAILED) 2-16 d 3 16d PER FOOT VERTICALLY, OR HORIZONTALLY W/ BLOCKING AT EDGES, " '► ROOF SHEATHING: ~— S v o EDGE/12 FIELD NAILING _.__._.__._ .__.__.__..______._ WOOD STRUCTURAL PANELS(PLYWOOD) 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/480 LOAD RAFTERS OR TRUSSES SPACED LIP 1'0 16"ox. f ad 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED(IVER 16"ox. 8d 10d 4"EDGE/4"FIELD 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED & EXISTING SITE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG � Rd 10d 5"EDGE16"FIELD DETAILS GABLE END WALL RAKE OR RAKE: TRUSS ( ad 10d 6"EDGE/6"FIELD : Z W WI STRUCTURAL OUTLOOKERS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR GABLE END WALL RAKE OR RAKE. "HUSS W/LOOKOUT BLOCKS ad 10d 4"EDGE/4"f=IFL0 N INSTALLATION OF ALL SIMPSON COMPONENTS CEILING SHEATHING: 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & GYPSUM WALLBOARD tid COOLERS 7"EDGE/10"FIELD v V i _ WALL Ss a oSLABS TO BE 3000 PSI - WOOD S"!RUCTURAL PANELS(PL z r,lC:IOD) � 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE STUDS SPACED UP TO24"ox. ad loci 6"EDGE/12"FIELD SITE DURING FRAMING CONSTRUCTION 109 25/12"fIBERF30ARD PANELS 601 -- 3"EDGE/fi"FIELD 1!2"GYPSUM WALLBOARD fid C;LOLEf2S T"EDGE/10"FIELD y v 12.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO, 2 GRADE ---- ------ — -- -- ---'- --- FLOOR SHEATHING. U 1J ro 13•) ALL WINDOWS & DOORS TO HAVE SILL PANS & ICE/WATER.SHIELD WOOD STRUCIURAI_PANELS(F'I.YWUUDj c n s V FLASHING OR LESS THICKNESS 8ct 10d 6"F_DGE/12"FIELD a GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD vi 14.) ALL AZEK TRIM TO BE PAINTED WHITE & ALL JOINTS/NAIL HOLES — -----'------ --.-___.—_�____�-.-...-____I _____�� _•._ •.--._.. •._.1__ _�--'_ - u SEALED. z s {i 15.) CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH TYP. ROOF CONST. c OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING ZKIVROOF RAFTERS @'16"ox, lvO bak�. pm"* � OF WINDOWS. '1/2"CDX PLYWOOD ROOF SHEATH NG W/CLIPSi ASPHALT ROOF SHINGLES vo � } � N - 150.FELT PAPER O ( ''' IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS SIMP' ILVL1�Ir3HUR IC `' �^ •SIMPSON H 2.�HURRICANE GI.II''S ... � � � ••°^� a,, AT ALL R4F1'#i ENDS CLIMATE ZONE 5A (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 10E/WATER SHIELD AT EIOTTOM TO"OF ROOF TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS)ENE ALUMINUM DRIP EDGE 11"SAl'T'INSULATION(Ft?8) �,o oy F SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL I U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE= R-VALUE R-VALUE WIND WASH BARRIER a 0,35 0.60_ 38 .20 30 10/13 10(2 FT. DEEP) 10/13 TYP. WALL CONST.. NOTES: `1, R-VALUES ARE MINIMUMS & U-FACTORS ARE MAXIMUMS. f•2tc�St'uL�fi c� 1G^o,c. v -bt'Ns o c 2 1/2"PLY�dO(;)0 SHE IN I ~ E ro 2, 10/'13 MEANS R=15 CbNTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR ��d CX-u.5 r j .3:�U"C at�IINr•,c>::sIi�INf� .� 6 ., OF THE HOME.OR R=13.CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 4 TYi AR VAPOR 13ARt'.IEFZ(1:xTER(LJI2) 3, REFER TO IECC 2009 CHAPTER 4 FOR AI_L INSULATION & ENERGY REQUIREMENTS �•:;1��"''�A`1"I INSULATION(I�znj ��/g �,•;7& ' 1 k n FIRE. FiATFv GYf+� r'Ro z a