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HomeMy WebLinkAbout0385 WAKEBY ROAD A 0 u o f o a c TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Gt 7 Q Map r aU Parcel `( Applicationo/57 U Health Division Date Issued I ✓. I Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village Owner Ji -1EiT Address���✓ � Telephone Permit nnRequest Md&fi (444 6' Ill ?�W���u<<' -W% (99:, t z-- 1� /Wom w1or.11 Square feet: 1 st floor: existi�g` `proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size l a 2� Grandfathered: ❑Yes ❑ No If yes, attach cE;b rtin d' (i j g =ocum�ntation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kings -lighwayr_-❑Yew ❑ No Basement Type: kFull ❑ Crawl ❑J Walkout ❑ Other � Basement Finished Area (sq.ft.)_ J Basement Unfinished Area (sq. ft) ' U Number of Baths: Full: existing U` new d Half: existing new Number of Bedrooms: a existing 0new Total Room Count (not including baths): existing _ new First Floor Room Count Heat Type and Fuel: )kGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:9 existing ❑ new size_Pool:Kexisting ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name Telephone Number Address 1� �'`n4i L . License #_cL I�I� Home Improvement Contractor# Email�<Y n Worker's Compensation # r 411] (-7 10 _ ALL CONSTRUCTIO EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO wo SIGNATU DATE�;l�'2 t T FOR OFFICIAL USE ONLY ?� APPLICATION# DATE ISSUED _ MAP/PARCEL NO. - - F• ' ADDRESS r VILLAGE OWNER t r' DATE OF INSPECTION: f' FOUNDATION ' FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ' ' FINAL` GAS: ROUGH FINAL- FINAL BUILDING • r i DATE CLOSrED OUT 'i ASSOCIATION PLAN NO. Ta�,y Town of Barnstable ` Regulatory Services i k ' f RARNCP�RfF. t r mass Richard V.Scab,Director 16 Building Division Tom Perry,Building Commissioner 200 Main Street Hyanais,MA 02601 www.towr barnstable ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign 'This Section If Us ing A Builder as Owner of the roe subject J P P riY hereby aurho&-a S �— 2 e6t � to act on my behalf, in all matters relative to work authorized bythis building permit application for. Y (Address of Job) C� ,,,,'Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or i tili d before f c ^ installed and all final o are performed and accep Signature905wner are of Applicant pant Name Print Name V%16 DaW Q:FORMS:O WXMERMLSSI02e00L4 Town of Barnstable Regulatory Services oFTHE r, Richard V.Scal[,Director Building Division t t' RAA�j�A� Tom Perry,Binding Commissioner MASS- 200 Main Street Hyannis,MA 02601 zs39- � QED www town.barnsfable=n us Office: 508-862-403 8 Fax: 508-790-623 0 HOMMOWNER LIC NM ECEN=ON . PlcascPrint DATE: JOB LOCATIOK- number s&cct � "EiOlvlEoW1�: . name home phone# work phone T CURRENT h AIUNGY ADDRESS: city/lawn state ' rip C*& 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_ DEFINMON OR HONMOWNER 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 Budding 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 fur compliance with the State Budding Cods and other applicable codes, bylaws,rales and r galations. _ The undersigned`.homeowner"cmt fies that he/she understands the Town of Barnstable Building Department miaimmn inspection procedures and requirements and that he/she will comply with said procedures and reqniremerds. Signahuc of Homeowner Approval of Binding Official Note: Three-family dwellings containing 35,000 cubic fret or larger will be regaired to comply with the State Building Code Section f27.0 Construction Control HONMOWNER'S EXET+2PTTON , The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.11-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the respons>bifrties of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible To ensure that the homeowner is hilly aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may rare t amend and adopt such a form/certification for use in your community. Q.AWpFl y_MRMStbm7dmgpermitft=\EXPRFSS.doc Revised 061313 Tlie Comoma riveaith of Massadrusetts Departrnerxt qf, 1ndresfrial,4Ccid0-7dS - = Offire of Fn stigatians . _ 60.0 Washington&reet --=y Boston,-414 02111 }mFVminasmgovIdi i l"Tarkers' Campensafion Immn ance Affidavit 13,uilders/Contrac orMectricia-ns/Phunbers Applicant Iufa=atiane '� Please Pria(tLe:gibIiy Natne(B.ns5 essl0'tmizff ianadivditiw �ityltatelig= Phan; �lJ Are you an employer?Checkthe appropriate b= ' Type of praject(requir etc I_ I am a em 1 er u7th 4- ❑I our a general confractor and'I p0� 6_ ❑New construction employees(fill aadiocpart-rime)* have hired the sub-contractors 7.❑ I am a sole proprietor or partner- listed on:the attached sheet ?_KRenmodeling ship and have no employees. These sub-contractors have 8.,❑Demalitioa capacity. employees aadhave wort m' 'Novo far rn im an Y �-tY 9. ❑Building addition [No W.orkem. comp_insurance comp-menrancx--I required-] 5. ❑ We are a-corporation and its ltr❑Electrical repairs or additions 3-❑ I aura homeovner doing all work officers have-esgrcised their il_❑Plumbingrepairs or additions my [No woik=•o=p- right of e$emgfion per MGL 1 Roofregairs ;nonce required-]y c.132,§1(4),and we have no employees-[No workers' 13.❑Other camp.insurance required_] 'Any appticsntthatchecksbox,-1 tnnsY also BU out the section.belowshatdsg dieir woAEe campersafiaapoTic �rnx yisaaa T 1 M=eowne swho submit ff3i.s Effi&-tdf=,yyT z they RIP-daing all wa l mad then hire outride cont'aclors— m1m it anew sd—ndzvt indicarinfl mcli. ZCaatzactesM-tchFr3cthisb,=mMgaitsrk =additianal sheet Shoxiiigthenameofthe=b-CCnt=ClaISandStilevrhetherornotthoseeadtinham empbyea;.Ifthemflb —tract shave emplayeasy thwy, pmside their wwkew comp.polity mmeher. I ant arc elrrpI�r t7eat;is protzdirtg tuorkets'eot2�rerrsrdiare i7ts�nattca,for m}J eazpfay�ees $�toav is fli�pafiry ruzd job�a informaiiom Insurance Company Nam: {�ll (� 7 f���( � ,, f/VL Poracy t7r If-ins_Iis/ 11-1 1Dn, — 6 ExpiratiouDate: Job�fe Address Cify/5tafel[.tg:MAW 4 A�M it Attach a copy of the work-ere coax<pmsationpolicy-declarabion page(showing the policy number and expiration date). Failure to serum coverage as required.uuder So:Eioa 25A of MGL c I572 can lead to the imposition of c-ri final penalties of a fine up to SU-00,OG aad'or one-yearimprisoutaevtz as well as civil penalties•in&e fats of a STOP WC)RK ORDERand s,frme of up to$250-00 a day against the violator_ Be ad-i ised that a copy of this stat�maybe forwarded to tli a Office of Iavestrgad=ofthe DL4 for insurance covetabe verfficatiacL I'do llerwry apains andpenahies ofg V" hire acid carrect ,�1ffiatBre: Date- �© Phone i�- t ` t3,f 7dai use ara£y. Do not write in this area,to be cviup£etesd by uiip arfown official City or Town: PermftUcense; LW3iDg AnthUrity(tide ore): L Board.Of Health 1BmLffdmg Department 3.C itylrown Clerk 4.Electrical Imspwtor S.Phunbing Inspector 6.Other Contact P'ersnu: Phone#: i haformation and 11astructiolas ' Maee lrrT��}fic Geacral Laws 152 regmres all employers to provide wmkc&compeUsation fur their employees. par iaa„t-to this sue,an MnF&yF_-_is defined as.7.c7erypesson in ffie service of another and=auy contract ofhir-, express or finplied,oral or wooer AIL Mayer is d�fraed as"an ind'rvidrtal,partnem ,association,corporation or other legal entity,or any two or more of the foregoing=3gaged in aJoint ,and including the legal rep=cn atives of a.deceased employer,or the receimr or trastee of an individnal,partnership,association or other legal entity,employing=Ployees. However the owner of a dwelling house having-not more than,three apartments and who resides therein,or the occupant ofthe - dvi,eJlimg house of another who eurpIoys persons to do mainte mm,construction or repair work on such dwelling house or on the grounds or bur1dmg app�rtnantthereto shallnotberanse of such employment be&emcdtn be an eM.ployer." MI CTL chapter 152, §25C(6) 0 states ffiat7everg.sfata or local Iicensiag agency shall itbhold the issuance or renewal of a tcerzse or permit to opemte a business onto construct buxldiags in the commonwealfih far any applicantwho has not prodnced acceptable evidence of compIiance with the hLsuxan ce.cove_rage requirecb� Additionally,MCH;chapter 152,§2.5Co7)states-Neither the commonwealth nor ray of its political subdivisions shall emter into any conixact for the performance ofpublic work until acceptable evidence of compliance with then s�c6— rcgiEmnients ofthis chapter have been presented to the contracting auihozzty." Applicants � , Please fill obt the workers'compensation affidavit completely,by cherk ffie boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), addresses)and phonenumber(s) along withtheir certifrcabe(s)-of ' insurance. Li mu Companies Liability (I.LC)or Limited Liability-Paxtoenhlps(LLP)with no employees other than the members or partners,are not requaed to cairy workers' compensation in smance_ If an LLC or LLP does have employees,a.policy is rDqui ed. Be advise-d that this affxdayit maybe submitted to the Depai-went of Industrial Accidents for confirmation of insm-ance coverage. Also be sure to sign and date-he affidavit The affidavit should be•retmmed to ffie city or town that the application for the peaDit or license is being mquest not the Department:of TnrTrstrial t4oddentc Sbouldyou have any questions regm Fmg the Jaw or ifyou are required to obtain a workers' compensation policy,please call the Department at the number limed below Self_fiLwred companies should enttr tiseir self-ir,so=ce Iiceose number on the appropriate line. City or Town Ofctcials Please be sure that the affidavit is complete and printed legibly_ The Department has provided a space at the botb= of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Pleas e be sure to fill in the p ennit/liceme number which will be used as a reference number. In addition,an applicant that must submit nzvliiple permit/Jicensa appHcaions is any given year,need only submit one affidavit indicafrng rurmnt p oIi cy in fbrn ation (if neccs Cary)and under"lob Site Ad`ress"the applicant should writes�aII locatiLns zi (may or town). A copy of the-affidavit that has been officially stamped or marked by the city or tovm may be provided bo the applicant as proofthat a valid affidavit is on file for foime permits or licenses.:A new affidavit must be filled Olt each year.Where a home owner or citizen is obtaining a license or permit not zelated to,any business or commercial veatose. (ie_ a dog license or pezmit ti)bum leaves etc.)said.person is NOT required to complete this affidavit The Office of Investigations would like to[dank you in advance,for your coopeion and should you have any quesfions, please do not hesitate to give us a caIl. The Dcpartmmfs ad&-ms,telephone and tax number: The CG=maawmIjdi of Massach-nsedN ` Degaltnmt of 1ndrstzal Accidents Cdrl=Of e gktzo 6Q4��img�an Sit Rosto-n,MA 02111 Tf,-1_4 617-' -4M QXt 4-€16 or 14M-MASSAIE xeviscd4-24-07 •ma LgavldhL f SEADA-1 OP ID:JL '4�CORo' CERTIFICATE OF LIABILITY INSURANCE DATE 04/16/2015Y) 0411612015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Roblin Insurance Agency,Inc Roblin Insurance Agency,Inc. PHONE FAX 144 Gould Street,Suite 100 c No Ex 781-455-0700: A/c No: 781-449-8976 Needham,MA 024942321 E-MAIL Roblin Insurance Agency,Inc ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance Company 31325 INSURED Sea-Dar Enterprises INSURER B:Start Indemnity&Liability dba Sea-Dar Construction Joe Scarfo INSURER C: 46 Waltham Street FI 2A INSURER D Boston,MA 02118 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF,INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE D POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD/YYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE FK OCCUR CPA0173267-20 01/0112015 01/01/2016 PREMISES Ea occurrence $ 250,00 MED EXP(Any one person) $ 5,00 PERSONAL 8 ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 PR - POLICY I X I ECT LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: Emp Ben. $ 1,000,00 AUTOMOBILE LIABILITY Ea COMBINED LIMIT $ 1,000,00 A ANY AUTO MAA0173268.18 03/30/2015 03130/2016 BODILY INJURY(Per person) $ ALLOWNED X SCHEDULED ( )AUTOS AUTOS accident Per BODILY INJURY $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X qU TQS Per accident $ Comp Collision Deductible $ 500/eac X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,00 B EXCESS LIAB CLAIMS-MADE 1000015115 03/30/2015 03130/2016 AGGREGATE $ 5,000,00 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE ER A ANY PROPRIETOR/PARTNER/EXECUTIVE WCA0177657-18 03/30/2015 03/30/2016 E.L.EACH ACCIDENT $ 500,00 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,00 If as,describe under - DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ 500,00 A Property CPA0173267-20 01/0112015 01/01/2016 Property 200,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) The Town of Barnstable is additional insured on the General Liability, Automobile&Excess/Umbrella policies with regard to work performed by the named insured. CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Barnstable, MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ' UIZP �GvzY%n2�YliLt'J-eC(iL�l2 Q1 GCi!?rGl/.�P��L Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement.Contractor Registration Registration: 117898 Type: Supplement Card Expiration: 12/15/2015 SEA-DAR ENTERPRISES INC JOE REGAN 46 WALTHAM ST. #2A BOSTON, MA 02118 _ Update Address and return card.Mark reason for change. sCA 1 0 20M-05i11 EjAddress ❑ Renewal ❑ Employment Lost Card flee`FowilweowevealCl&o�1GlCCJJCGCiLuveGG3 Mee of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration:-._11:7898 Type. 10 Park Plaza-Suite 5170 Expiration: 12/15/2015 Supplement Card Boston,MA 02116 SEA-DAR ENTERPRISES-ING-. JOE REGAN 46 WALTHAM ST.#2A � - — BOSTON,MA 02118 Undersecretary Not valid without signature Massachusetts -Department of Public Safety 1�J Massachusetts - Department of Public Safety- Board of Building Regulations and Standards Board of Building Regulations and Standards Construction Supervisor ? Construction Supenisor License: CS-079147 License: CS-108146 JOSEPH P REGW �' ��, STEFAN MUNIE 11 LEDA ROSE L P 17A VILLAGE GREEN RO ;t MARSTONS tar111EIS Sagamore Beach 161A 02562 • I nl..•- �rre�� Expiration J,,� ,11 � „ ,�, 01/24/2017 i Expiration Commissioner Commissioner 10/05/2018 Sea-Dar Core Purpose-Solving and managing challenges in the construction/ real estate industry. Sea-Dar Core Values- We are driven to continually improvel We provide exceptional customer servicel We take care of our employeesl We approach every situation with honesty and integrityl We are passionate about what we dol 4: Woz`ran, Strout :+o3r 2A MA ,21 ! 3 ( h17 423 G8M 23,iS72 1 aw.v ._a:ja, ME MEMEMEMMEME MEN MMMMMMMMMMM ME MMMMM MMM M c ��e�e �M! M ��� rMMMM �.. e��: his r M M Em M MEN NONE rim ... . � 111� ONE NEON � MENNEN OMEN moola iiiiiiiiiiiiiiiiiiiii;�iiiiii MENNEN MEMEMME NNIMEMEM MMMMMMMMMMMMM EMEMENNIIENOMEN EMEMEMENNEEME MOEN sommom NONE MENEM INS i ENEM lMMMMMMMMMMMmmMMMMrsommimmomm MIME MENOMONEE NONE �i����i�i IN 'EMENNEEMSEEMENE 00 IMMIMMEMEM I MENOMMOMMES f SOMME MMMIMIMMEM son WE a=MENOMONEE No INMEM MENEM sommonomimmmmom MENNEN iiiiiisiiiiiiiiiiiiiii iiii ........... MW top moo AP j lie, i r ` .:. Aw lit lbr e i —�' t a t w 1"� ?` ' /, ' 1 y< s ��. ;_ _. . > _...� a '+ 3� .. � � � i -� ��'���� ';� r ��CoM, t r r. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Q Parcel 109 Application # Health Division Date Issued a3 Conservation Division �, �. ESA Wei'' Application-Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address 3Cr�S_ Village N"-17130sl M LS Owner�.,� Address 3ss7wA Lf P Telephone Permit Request ; Race—14 n 1�c!/ Ll b Square feet: 1 st floor: existing proposed y!A 2nd floor: existing proposed Total new ci Zoning District Flood Plain Groundwater Overlay Project Valuation 'Construction Type Lot Size Grandfathered: ❑Yes ,,' ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9"' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �Ko On Old King's Highway: ❑Yes 4211'1�o Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other _ �� _1 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq...,' Number of Baths: Full: existing 1— new Half: existing l %a new..,��''' Number of Bedrooms: `s existing Flew Total Boom Count (not including baths): existing new First Floor Room Count ` r.z Heat Type and Fuel: %rG as ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Ud"No .Fireplaces: Existing d5 New A�- Existing wood/coal stove: dYe_9 J( Detached garage: ffle"xisting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial C -(es ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 4— C_ Telephone Number �/5 D 3 19 3 Address 1 �. 1�14 l�jS-e_ (—an-e License # C S :29 1 ,-/ 7 �1(a./SnS M i y�S 1n 1), Home Improvement Contractor# l 3 C19 C3 b Worker's Compensation # BB ALL CONSTRUCTI EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO� SIGNATURE DATE FOR OFFICIAL USE ONLY `APPLICATION# DATE ISSUED MAP/PARCEL N0. r ADDRESS VILLAGE _ OWNER DATE OF INSPECTION: FOUNDATIO Qt>'2L FRAME INSULATION t o �! �. N 7/4A r FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL-. GAS: ROUGH FINAL FINAL BUILDING kf1hI/ �� DATE CLOSED OUT ' ASSOCIATION PLAN NO.. '4 bepartmetit'of Industrial Accidents Office of Investigations 600 Washington Street _ Boston,MM 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers APPiicant haforwation Please Print Legibly Name(Busmessioro ni2a—onai dividual):6(c9-(.�n r p&T C6A t'cyl" e L q e- Address: I City/State/Zip: hrSI�S to hA , . Phone.#: A.re you an employer? Check the appropriate box: Type of pioject'(required):• 1.❑ I am a employer with 4• '❑ I am a general contractor and I * have hired the stab-contractors 6. ❑New construction.. .. employees (full and/or part time). . - 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet': 7. ❑Remodeling ship and have no employees These subcontractors have 'g• ❑Demolition* working for me M any capacity. employees and have workers' co insurance.t ' 9. ❑Building addition i -.'[No workers' comp.insurance. ,�( �• •. required.] 5. I� We are a corporatiou'and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall-work ' \officers have exercised their 1 L Plumb'❑ mg repairs or additions• myself [No workers' comp. right of exemption per MGL • 12.❑Roof repairs insurance required.]t ." c. 152, §1(4), and we have no employees.[No workers' 13N Other; �� comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below.shoaring their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew afdavit indicating such.. . tContractors that check tfiis 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-contactors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins.Lich�#yy: 'o Expiration Date: Job Site Address:�y, City/State/Zip:(I w),t_sywX Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration dafe)• 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 da ainst the violator, Be advised that a copy of this statement maybe forwarded to the Office of Investi lions a or insurance covers e verification I do•hereby a the pains-and penalties of perjury that the information provided above is true and correct Si afore: Date: Phone ^ 3 r 3 1 . Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License.# Issuing'Authority(circle one): X Board of Health 2.Building Department 3. Cibgown Clerk 4.Electrical Inspector 5:Plumbing Inspector 6. Other Contact Person: Phone#: . i I Client#: 39364 20CEANCOI ACORD. CERTIFICATE OF LIABILITY INSURANCE DA 10r1012012a1zo1z THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONIACI NAME: Dowling 8 O'Neil PHONE 508 775-1620 fAX 50B77BI218 AIC Nu EIII: AIC NO: Insurance Agency E-MAIL ADDRESS:973 lyannough Rd., PO Box 1990 INSURERM)AFFORDING COVERAGE NAIC0 Hyannis,MA 02601 INSURER A:Essex Insurance Company INSURED INSURER B Ocean Coast Construction,Inc. INSURER C 11 Leda Rose Lane Marstons Mills,MA 02648 INSURERD: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVEBEEN ISSUED TOTHE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I YPE OF INSURANCE ADD UB POLICY EFF POLICY EXP LIMI I S LTR INSR wvD POLICY NUMI)ER MWDDIYY MWDD/YY A GENERAL LIABILITY 2CN6515 D3111512012 0311512013 EACH OCCURRENCE $2 000 000 X COMMI•H11A1 rFNFHAI IIAHIIIIY �REMISESCEnittNiwualW $50000 CLAIMS•MADE 51 OCCUR MED EXr(Any unto P wii) $1 000 X BI1PD Ded:500 PI-HRONAI RAI)V IN.IIIHY $2,000,000 GENERALAGGREGATE s3,000,000 Cl-N'IACCHI•CAIIIIMIIAPPI1hSPfH: PH01111CIS-C,OMP/OPACC $2,000,000 rOLICY JECTPRO- LOC $ AU I OMOHILE LIAHILII Y COMHINHI SINCI F I IMI I (En nwkim() $ ANY AUTO BODILY INJURY(rtol ptnwii) $ ALL OWNED SCHEDULED HOUII r IN.II IHY(Pnr aranrnt) $ Ail I O i A11105 HIHFI1 AI11 OS NON-OWNh1) PHCPF H I r I IAMACF $ AUTOS rto,nuddwd UMBRELLA LIAR HOCC11H EACH OCCURKI-N0- $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ I1FI1 I I HF IfNIIONIII $ WOHKERS COMPENSA I ION WC SI A111- OI H- AND EMPLOYERS'LIABLITY ANY PROrrtIETOR/rARTNER/EXECUn TIVE Y I N F F.1. ACH ACCIIIFNI $ 0f+10-HI-mi-M I-XC.I IIIIFI)9 NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yton,dusudbu undai DESCRIPTION OF OrERATIONS btoluw F.1.uISF ASf.POI ICr I IMII $ DESCHIP I ION OF OPERA I IONS/LOCA I IONS I VEHICLES(Attach ACONU 101,Addltlonal Hamarks Schcduto,If more space Is roqulrud) Job:Garage Addition at 385 Wakeby Road,Marstons Mills,MA Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601-4002 AUTHORIZED REPRESENTATIVE ' ., 01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S101645/M 101644 LS1 OtTHEIa, Town of Barnstable Regulatory Services BAFtNSfABLE, t 9 MAss. Thomas F.Geiler,Director Building.Division Tom Perry,Building.Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us .. Office: 508-862-4038 Fax: .508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the ero subject l p p rtY hereby authorize C K S to act on my behalf, in all matters relative to work authorized by this building permit U.SIMAa (Ad ess of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner' f Applicant Print Name Print Name b o f 12 Date Q:FORM&OWNERPERNOSIONPOOLS 6/2012 oFTHE t Town of Barnstable Regulatory Services BARNSTABLE, : Thomas F.Geiler,Director 16 MASS. .0� Building Division rf0 NIA't A Tom Perry,Building..Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstabl6.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department i minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner L Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with.the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1'-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." . Many homeowners who use this exemption are unaware that they are assuming the responsibilities of as upervisor(see Appendix Q, Rules&'Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor..The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. Q:forms:homeexempt i • > — O USm -0 - —1 0 _ c .. D Z X w l �T pp - `D O �o TDoo�� �p _ _'oZ. i dsiness Re atioa' -'r License or registration valid for individul use only U) m N Office ot`Cons finer Ar . 1 _= HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: = r D W .rr. Registration: ,�134966 _ Type:. Office of Consumer Affairs and Business Regulation cn Z Z (D !. c _ J lA P.ark Plaza-Suite 5170 Expiration: -?115/2014 Privates Corporation Boston,MA 02116 D m = J 0 4 o c c OCEAN COAST CONSTRUCTION;INC. JOSEPH REGAN 'xR. w c r 11 LEbA ROSE LANE' r— ,.�, MARSTON mLLS, M'Xq",. -'� Undersecretary Not lid without signature 3 c m \\ 4 \ B r \ � ' EDGE OF PAVEMENT \ \ vAREB� °fir RR. `B""° WAKEBY• ROAD \ (PRIVATE ANCIENT WAY) \ lzo.a2 -,CB F \ \�4.58' O\\ F?'O \rQq�\ gy'PFO, (arQLN \\TRH\ ?�C9 RF q'0S, PROPOSED GARAGE I� > SJ�• �gJOI \\ \ LOCUS MAP F \\L ?'e \ \ PLAN REF: 311-13, 278-38, LCP 42109A 108.411 DEED REF: 14307-183, 24350—a 9 \ \ ASSESSOR'S MAP: 28— NOTE: SEPTIC IS DRAWN PER D I \\\ ZONING: RF LOT 1 TORN OF BARNSTABLE AS-BUILT CARD. \� SETBACKS: 30'l15-15' :> N/F MCENTE.RICHARD L @ MARLENE o �EXISTING SHED - \ FLOOD ZONE: CASSESSOR'S MAP 28 PARCEL 108 ) \\ PANEL NUMBER: 25000) 0015-C \ DATED: 08/19/1985 G i ` OVERLAY DISTRICTS: WP, RPOD, ZONE II`; ao' wIDE 8 tin i \\ MASS•ESTUARIES 5,�c PER PLAN 311/13 I \ i-j .., FC 385 e�r4 1�'1 PLOT PLAN OF LAND IN LOT 3 Pool J r LOCATED AT: mSE E LOT z Iu oe 385 WAKEBY ROAD na I W MARSTONS MILLS, MA h W� . 8.71t ®DICK LOTS 2 & I TOTAL AREA ro I 80781.9 SO. FT. _ �o I . PREPARED FOR: 1.9 ACRES I THOMAS BARRETT POOL ' i 10/13/2011 I if f PGAgaC L1<sSS�a°e REV: N.73'40'33'W ao SS.W 59.9 Q�G6'E.4F0 •�,��; -- /IV/ to STE�HEN �„>; REV: — / pp'flE Y lz.00 — -7 REV: SSA e YANKEE LAND SURVEY CO, INC. LOT 1 / / nD rgA, IP(FND) N/F VICENTE.RICHARD L @ MARLENE , / vo�y 119 ROUTE 149 SET W CONC. ASSESSOR'S MAP 28 PARCEL 108 / GRAPHIC SCALE // , 10 -� -1� MARSTONS MILLS, MA . 50 0 25 50 100 bu— ON d TEL: (508)428-0055 FAX: (508)420-5553 yankeesurvey®comcost.net www.yonkeesurvey.com 1 inch = 50 ft. - SHEET 1 OF 1 JOB#: 00000 SH eft `tN OF dUs,�C' - _ ;oP MiCHELE y CUDILO $ STRUCTURAL NO$4774 - '2;.9Ro1STEP�'�y,�� FSSIONAI Eli' 7 � CAPE HOUSE DECK PROJECT FLOOR PLAN GUEST HAl11ROOM I II K1ICNEN BEDROOM 111 llT '\ DECK �J ON ROCKWALL . 4.4 POV ON 17•SONOTUM ROCKWALL-MNDSSNORT OF NEW STAIRS ....................1re e•..._........... .................. ........ 02 MICHELE GT iF CUDILO T ':TRUCTURAL m CAPE HOUSE DECK PROJECT m m4„•.I�., ' ���c NORTH SECTION/ELEVATION Inkbllwwmdlmn //"� Vy-` r/. . '.soflaFl•F44� /4�/ //Z �t�-2. Z�.9j..-..� .{•-52•--_. 3,,7._--__-, 3'-6. . 20 DOUBLETOP PLATE 617 t NZI.M,01518 2.2z6 HEADER. _ _ _ II I L, i 3'�2 ) ..U.49VXIu 2z4 W/HIGHDENSITY INSULATION I� 1 I � �'I�- i • t _ 351R'z e]IR'_ __ _ �;' • 3 28" RH Door ! - I,i III 42 112'z 43'DOtIBI.F CASEMENT WINDOW 1,4 _ -_ _ _ ___4X4 POST P.T. - - - - - - - 2z 10 FLOOR IOIST t -Za101011T3 16'O.C.OR _ I.' -I 24W/HIGH DENSITY INSULATION NEW R'SONO TUBE • I j - •- •- - ROCK WALL 4•RELOWGRADE I+ !- '-- -.J EXISTING CONTINUOUS 1 i /prol I-li 7- sk 3 -F '7 Of MASSaC � tiG r� MIGFIELE L (n .:TaucTua A No 34774 " c ••\'�F FGI SZ EP�VQ'4. �SSIONPV� CAPE HOUSE DECK PROJECT EAST WALL SECTION �M1•,ee,mrt I M1'�cMie i�:�M 1)](mmrt+mad lane . ..1 - ercrvi4 Na0)6l) SOb))i•)e01 Gm. 1t toga R-:�lme rvr DETAIL ,;,.737.131 MASTER J85 WsteGy FA BEDROOM DETAILS GUESTt BEDROOM al DETAIL C (3)P.T.Zxl2 STRINGERS (2)MIN.INSIDE W CANTILEVER 4'CONCRETE SLAB OR SIMILAR 36'MIN.FLAT GROUND BASEMENT i{ I D/yI 2 f l l OF MA MICHELE Gs z CUD1L0 a o STRUCTURAL -„ ` NO 34774 � 2 Q909FGIs-fs �SSIONAI� CAPE HOUSE DECK PROJECT WEST WALL SECTION 5..�mlfmiirer n!4MeGudtlo {:)CoZam+aoE lcx ' C.nd Cavr.tte:: ROOF SLOPE 4:12 W/ASPHALT \ sw�rvgm --�' M..�rom MN�fAe C:NE - I I /JMHEN 1-. I DETAIL D (2)LEDGERLOK @ 16"O.C. -- ° W/2"EDGE DISTANCE I . � i `t x OF NSsq o MICHELE cyc o CUDILO STRUCTURAL ti No 34774 9 90 FO/ST£P�O�Q NAL CAPE HOUSE DECK PROJECT DETAILS ° . itlmuN EnSm.e. � M;i�dr C+eua DETAIL A soe.maem .cnc.1 cT . EXISTING CONDITION xc+o:o,e CmsmRv)n i.�. LEAD FLASHING WITH n"LAP � ;asn)vv , i ARCHITECTURAL ASPHALT ROOFING WITH r fbm.t vaMt l%-30LB FELT �.., ,Uy�ye m /. .7/16'CDX PLYWOOD . • tAN .03w , ' 3/4'AIR VENTILATION ' 200 WlLEDGERLOK (2)P 16-O.C. - VAPOR BARRIER'/ 3/4-RED CEDAR DETAIL B ARCHITECTURAL ASPHALT ROOFING WITH 30LB FELT 711WCDX PLYWOOD WI 6dg16'0.C.EDGE&FIELD 3/4'AIR VENTILATION GUTTER FLASHING ,R-30 INSULATION ! COPPER GLITTER STRAP AT 30'O.0 . za RAFTERS 161O.C. VAPOR BARRIER', Ir 3/4'RED CEDAR i� H 2-SA HURRICANE CLIP BY SIMPSON 7/8'CIEAR RED CEDAR ' 2x4DOUBLE TOP PLATE 7116'CDX PLYWOOD Wi 8d 'EDGE.12'FIELD �TYVEK . 3/4'RED CEDAR RED CEDAR SIDING TO VAPOR BARRIER MATCH R•191NSULATION 4 lD�ry H OF o CUDILO N c m ST RUCTURA '- ,0 .9 O 34774 L Z . /STEA "'wYAL CAPE HOUSE DECK PROJECT DETAILS }:Co�crnwmlmc 50&ll i-][4t ' i l leda 11o,e lM DETAIL C - _ lasvn..aw 7/16-MIN.COX PL'IWOOD 67essioa7 wo}6<s W/8d@6"EDGE 12'FIELO 3/4'RED CEDAR TYVEK VAPOR BARRIER RED CEDAR SIDING TO MATCH R-19 INSULATION 12"TILE FLOORING _ 2x4x96 KD STUDS - 3/4'T&G ADVAN TECH PLYWOOD \'\ - 16'O.C. i.•ti �-2x4 SOLE PLATE W/3-16d/FT 8d@6"EDGE 11'FgiLD��—- -'- - 2xB FLOOR JOISTS.--._.__ '` .. I 16'O.C. _ I;_j 1 '� R-30INSULATION (OPT)P.T.g-2x12.-- 12'PT.PLYWOOD // -•_.._.^�, _ I \ ! ' 4x4 POST __- ASU44SIMPSON^^ ELEVATED POST BASE - W/S/B'OIAA.B.x 7"W/2 12'HOOK 12"SONOTUBE 4'89DWGRADE i 4'DEEP i pl,o/,z �0. 4 oa s l s MICHELE q� CUDIL0 m a STRUCTURAL y NO 34774 TEP�� Q SSro'AL EMG� CAPE HOUSE DECK PROJECT DETAILS OAq C.ONn 9g " StnnuN E.+9:nM ,OrF.{OCu AIu ' ,IS Cmtm :ane _ C-rx.ulpa lAa Olell . Ge+�erNCcmrator' . Om+n Coat Cana V<nnn In[. ,+IN.,Rw;Ane M— Rul Ato0J6-E DETAIL D S/A-REDCEDAR . Rro:nar B,rn VALOR OPR(aEp SOS w."w Rd -„� MarY9n,MAT.Ma OMID ....R-,9 NSUlADON 01139,-]09J 5.'8"CD7PWAOC"'. •/ - b-MKDSVDS _ ,e'O.c. "CEDAP.SIDtNGTO_� Irc SOLE PLAT- t:7"TP.E FLDCNtlNG . WICN - l/4TEZADVANTECH xry ow - MFLommTs • — �'FiD INSlAADON ' •'(OPT)P.T.2-2x72 i I +i I ABU44 SIMPSON - i ELEVATED POST BASE W/S/B'x 6'EXP.AW.CFL _ •-•_.-.•.-'.0.00P WALL TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ��(�� Application# aO l 6 S77 Health Division Conservation Division Tax Collector Date Issued Z lTreasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 's �( Historic-OKH Preservation/Hyannis d� Project Street Address Village 1tf5-t&ls ✓Yl V%-It Owner T>PwPe_-TT Address ® � l L� Telephone 60 2 2 t O; 1 2,41 ! " 2C Permit Re uest �e�i`t�Gl-�� ��►`A5 2 /' - �� (�`�`'� ='�" Square feet: 1st floor:existing proposed 2nd floor:existing proposed -72 Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family d " Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes wCo On Old King's Highway: ❑Yes bd'No Basement Type: P�ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 5-2.1 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 3 First Floor Room Count I h Type and Fuel: ZGas ❑Oil ❑Electric ❑Other ��a C.,ntral Air: ❑Yes 2lo Fireplaces: Existing New Existing wood/coal stove: ❑Yeses Co Detached garage:❑existing Xnew size/2 S Pool:❑existing ❑new size Barn:❑existing ❑neWJ size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: _- w w Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ti Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use nn BUILDER INFORMATION T Name `�'p�caSi(�h� Ll"yamC. Telephone Number J b0��3�] 4� , Address-I1 �., �n'� License# � 5 �� 1 `l S. 1nA Home Improvement Contractor# D Worker's Compensation# ALL CONST=1BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r. .r FOR OFFICIAL USE ONLY ,, P.ERMIT.NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER , DATE OF INSPECTION: /u�i1J �� • FOUNDATION FRAME S�/ o !?�tIZ r►u/li (� flwri u�tnf�+ds INSULATION 81A)50 FIREPLACE fj ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING . 7 DATE CLOSED OUT ASSOCIATION PLAN NO. o � The Commonwealth of Massachusetts Department of Industrial-4ccidents �t Office of Investigations . 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Con.tractors/lElectricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): �C:�1 ��S�• ����JL��\ ��C Address: L-Q City/State/Zip:_ JM /��`LlS Phone:#. � � 3 Are you an employer? Check the appropriate box: Type of project(required):. 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or.part-time). * have hired the sub-contractors 6. ,New construction . 2.El am a•sole proprietor or partner- listed on the-a.ttached sheet. 7. ❑Remodeling shipand have no employees These sub-contractors have S. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance insurance.$ ' 9. ElBuilding addition required.] 5.Acomp,We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all work 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL' 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13:❑ Other comp, insurance required.) *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet sbowing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers compensation insurance for my employees. Below is.the'policy and job site information. Insurance Company Name: Policy#or Self ins.Lic.#: Expiration Date: Job Site Address:Z�ffi "Ye aq City/State/Zip:(YY4j 57-&& 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 ORD—ZR and a fine of up to$250.00 a against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of for insurance cove—rage verification. I do hereby t r the pains and penalties of perjury that the information provided above is true and.correct.' Si attire: Date:/�—/t�l Phone Official use only. -Do not write.in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): .1..Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone r: i Infor ation and Ins' tractions :3 . ,._�te. Vn Massachusetts General Laws chapter 152 requires all employers to protiide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hiie, 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 =eceiVP.T 0T LT tee-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 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 v pith 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-contractors)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC) of 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 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'submit one affidavit indicating current policy'information(if necessary)and unifier"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 filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to bum 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 Depazttnent's address,telephone'-and fax number: �iae Cammomwealth of Massachusetts Dgpazt=ct of lndustdal Accidents Office of Invest gations. 600 Washingtali Street Boston,MA 02111. Tel. # 617-727-490.0 ext 406 ar 1-V74MASSAFE Fax# 617-727-7749 Revised 11-22.06 wvrw.inass.gav/dia . I I Town of Barnstable. Regul.atory Services ` snxM Thomas F.Geiler,Director y MASS. � 39.ce`0 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ) ,as Owner of the subject property hereby authorize �/7 C. to act on my behalf, in all.matters relative to.work authorized bythis building permit application for: . (Address o Job) fo- 62L-- Aigna of Owner Date I �f�S Print Name Q:FORMS:O wNERPERM IS S ION WE Town of Barnstable Regulatory Services MAB& Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October.31, 2011 Joseph Regan Ocean Coast Construction, Inc: 11 Leda Rose Lane Marstons Mills, MA 02648 RE: 385 Wakeby Road, Marstons Mills; Map: 028 Parcel:109 Application#201105577 Dear Mr. Regan, This letter is in response to an application submitted to do work at the above referenced address. Unfortunately, the application can not be approved at this time because of a discrepancy in the supplied documents. Furthermore, the location of the structure is not in compliance with the Town of Barnstable Zoning Ordinance Chapters 240-7 and 240-14. If this office can be of any further assistance please do not hesitate to call. Respectfully, Robert McKechnie Local Inspector 508-862-4033 r y- Bk 25593 Po 155 01-61257 12-05-2011 a 12 = 210 QUITCLAIM DEED I, THOMAS BARRETT, Trustee of KD Realty Trust, under Declaration of Trust dated February 2, 2010, with an Abstract of Trust recorded with the Barnstable Registry of Deeds in Book 24350, Page 81, having a mailing address of- 42 8 th Street, Charlestown, Massachusetts 02129 in consideration paid of ONE AND 00/100 ($1.00) DOLLAR, grant to THOMAS BARRETT, individually, of 42 8th Street, Unit 2102, Charlestown, Massachusetts 02129 with QUITCLAIM COVENANTS The land situated .on Devolder Road in Barnstable (Marstons Mills);'Ba�nstable County, Massachusetts; described as follows: LOT 3'on a plan entitled "Subdivision Plan of Land in Marstons Mills BARNSTABLE, " Mass. for Arthur. F. Thurber;. Scale.1" _ 100', dated Dec. 3, 1976, George Low & Co., South Yarmouth, MA, R.L.S.", recorded in Plan Book 311, Page 113. Containing 40,588 square feet according to said plan. I,. Thomas Barrett, Trustee of KD- Realty Trust, u/d/t dated February 2, 2010, and recorded.with the Barnstable Registry of Deeds in Book 24350, Page 81, being under oath hereby certify as follows: 1. 1 am the sole Trustee of the above-mentioned Trust; 2. The Trust has not been altered, revoked or amended and is in full force and effect; 3. The beneficiaries of the Trust are of legal age, they are not disabled and have all assented to the sale of the trust property; and am duly authorized on behalf of all of the beneficiaries of said Trust to convey the property known as 25 Devolder Road, Marstons Mills, MA, for One and 00/100 ($1.00) Dollar, to Thomas Barrett, individually: For title, see Deed recording with the Barnstable Registry of Deeds in Book 24350, Page 79. Property Address: 25 Devolder Road, Marstons Mills, MA 02648 TOWN OF STABLE DIvis10 y i I EXECUTED under seal this 4�cd day of December, 2011.- KD Realty Trust By: AaG arrett, Trustee Barnstable, ss: COMMONWEALTH OF MASSACHUSETTS � I On this a?--c}ay of December, 2011, before me, the undersigned notarypublic, personally aIftc " edThomas Barrett, Trustee, KD Realty Trust, and proed to me through satiry evidence of identification, which was a MA Drivers License, to bV th. person whose name is signed on the preceding or attached ftcument, and acknowledged to me that he signed it voluntarily for its stated purpose. - l rotPublic: John W. K nney mmission expires: 2/02/2012 TOWN OF Btu%` TABLE 2,P]I Dr-t, -6 Pit 3: 28 E! a i = GE NERAL NOTES AND MATERIAL SPECIFICATIONS: 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_"o/c,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement.etc.). FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Desian 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=60 psf Wind Load: Criteria used for 110 MPH Exposure B,unless noted otherwise 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 Framine: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi. Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 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 filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. 1 x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-14R-50.5"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. Blockine: 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-I0d toenails ea.end,or 2-16d end-nails ea.End d. New Framins:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code Table 5502.5(1)and(2). MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Mtossoehusetta 02632 b bus Drown By: MC Date: 2 /2Z/ I Drawing Scale' AS NOTED Rev. 0 S V_ File Name: SS Project No.: ��� i, I OF [Ji1CHELE WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone z CUDILO assachusetts Checklist for C 1 rS J-/'u�r o No.34774 in Compliance (780 cMR s3o>i.�.t.i) 2 4 � STRU°�1' e n all Connections o. of 16d common nails)................................(fables 7)..................................................... lon=1_oa ring Wall Connections (no. of 16d common nails)................................(Table 8)....................................................... 2 1"1r' id�ti eanng Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................ (Table 9).................................. ft 6 in. _< 11' SillPlate Spans ........................................................(Table 9)................................ . ft in. S 11, Full Height Studs (no.of studs)....................................(fable 9)........................................................ 2 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. ft-in.s 12' Sill Plate Spans.... .......................................................(fable 9).................................. ft—in. s 12" . Full Height Studs(no. of studs)........... ......................... able 9)......................................... .............. 2 Exterior Wall Sheathing to Resist U j'ft and Shear Simultaneously° Minimum Building Dimension, u Nominal Height of Tallest Opening2 .............................................................................. 5 8" Sheathing Type..............................................(note 4)..................................................... , Edge Nail Spacing.........................................(fable 10 or note 4 if less)........................_in. Field Nail Spacing............................. ............- in. ...... ......(Table 10)..................................... Shear Connection(no. of 16d common nails)(Table 10).......:............................................... Percent Full-Height Sheathing................ ......(fable 10).................................................... 5%Addition*Sheathin for Wall with Opening (Design P )9 penin >6'8" Desi n Conce is .................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.......... ..............................................................�s 6'8" Sheathing Type............................. ................(note 4).................. .. .. . .. ....................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing............................ .............(Table 11).................................................�Z in. Shear Connection(no.of 16d common nails)(Table 11)................... ............................."6 . Percent Full-Height Sheathing.......................(Table 11)... /o .......................... . o Additional Sheathing for Wall with Opening>68"(Design Concepts).`� .bx.... = 11.5 e (2' F-v of Wall Cladding ATr , 500 Sk--2 — Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ...........ALL ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls sLg I � Proprietary Connectors Uplift................................................(fable 12)........................ U= Lateral.............................................(Table 12)............................................ L=�71z Shear............................................... able 12(T )............................................S= Ridge Strap Connections,if collar ties not used r a 21... -Zz Pe page (Table 13j...............................T= $Plf X(.3= C Gable Rake Outlooker..........................................(Figure 20) .../Jy�1!}..=ft s 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)........ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... in.i 7/16"WSP ...................... . ..... Roof Sheathing Fastening............................................(Table 2).......g. (Q...°14.. rQ,�. .El Notes: 1. This checklist shall 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 1.7 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. ExceA}inn �paninp hov1+M of up!e A A. eF.ol!b��....:ked ►.e,snc iv eddee�o cr.o requirements shown in Tables 10 and 11. 1.an-tict9nt aneaming 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. P 0 9lVICiiFt E \ 1 WC Guide to N'ood Construction in High Wind Areas: 11 U mph Wind Zone No.34774 assachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)' 1 of 4 ' STRUCTWPAL Q Check ;�;•.::.-,. --,;. Compliance ndSpeed(3-sec. gust).................................................................. ................................................ 110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which xceeds 8 12 slope shall be considered a story) 2 stories s 2 stories RoofPitch ...........................................................................(Fig 2) ..........................................�(Z-�2s 12:12 MeanRoof Height ..............................................................(Fig 2).................................................eft <_33' BuildingWidth,W ...............................................................(Fig 3)................................................z ft s 80, BuildingLength, L...............................................................(Fig 3)................................................-4t ft S 80' Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. s 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ (.-g4;6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Botts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)............................................... 1,+-in. Bolt Spacing from endfjoint of plate.............................(Fig 5).................................... 'I-- in. s 6"—12" Bolt Embedment—concrete.........................................(Fig 5)...... ........................................... y in. a 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ " in. z 15" PlateWasher................................................................(Fig 5)..............................................z 3"x 3"x Y." 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................. — ft:5 12' 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 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig �8)......................... . •. �.Zftsd FloorBracing at Endwalls....................................................(Fig 9)................................................. . ........... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)............................ ...... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..................I... in. Floor Sheathing Fastening.................................. ...............(fable 2)..&d nails at W in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)......................... ' ft 5 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)...................... .: - ft S 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... in.5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8).............r A� D... 2 ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(fable 5)..............................2x - ft in. Non-Loadbearing walls................................................(Table 5)..............................2x -L ft 0 in. Gable End Wall Bracing' FullHeig t Endwall Studs............................................(Fig 10).............................................. ....... .......... WSPLA"4',Floor Lenotti.. . (Fio 11) .....................................�/ f- t2zNlr3 yP el!!rtg Length( WSP of u er ..................(Fig 11)............................................ ft 2 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)................................. .. ......................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or tr.uss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).................................... 2 ft Alice Connection (no.of 16d common nails)..............(Table 6)......................................................... i 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS j APPS r a ' tr r r � rl Ir i o r r Ed r a r r I , FPAMINQ MEMBERS r l rEDGE EDIATE rr r, i r r &3M r r Z30 MFN, r r r r -_ _ _J- _1___ 4 STAGGERED 3•MM. NAL PATTERN PANEL PANEL EDGE DOUBLE NAL EDGE SPACING MAL Detail Vertical and Horizontal Nailing for Panel Attachment I 12/28/07 (Effective I/1/08) 780 CMR-Seventh Edition 1057 i _4 WC Guide to Wood Construction in High Wind Areas: 110 niph Wind Zone 3$5 jJ) Massachusetts Checklist for Compliance 780 CMR 5301.2.1.1 P ( 6 4. 3 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. 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 the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal 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 i -wry nas EME RWM CM RUJAM uar:ad wars ATObs 11 11 n 1, rl u � u 11 11 n 11 u Ir 11 11 11 n M M 11 11 11 11 Il 11 11 � < ii :i n t1 < 11 it 61 i1 u Ir n 11 it 11 Ir u u � rr li it II ,1 • N 1/ 11 11 fl • II - 11 WALSPACM 't PANE]— — ? t v' See DeWl on Next Page Verboal and Horizontal Nailing for Parrei Attachment i 4" MIN. ANCHOR BOLTS TO SUPER STRUCTURE " DIA. X 12" w/ 2-1/2" HOOK ® 2' o.c. 6" SHELF :•:4: ;, 3"x 18 Go — G60 COMPOSITE DECK CONC. APRON �� Y4"x 3 FLAT PL w/ Yz" X 4" STUD A 2' o.c. (2) #5 TOP RING. — 2" CLR SHRINKAGE STEEL HORIZONTAL #5 ® 16" o.c. Q #5 ® 24" E.W. 2" CLR (TYP) g WHERE WALL IS (PARTIALLY) EXPOSED TENSION REINF. VERTICAL cn #5 ® 9" o.c. I N P = 2'-1„ OOKS: #5 ® 9" o.c. 1 " CLR xx x 2 x 6 K EY(o Pn-evlhc 6» cv 1) #5 CONTINUOUS 10» O U 2'-0" �NpF t'5 Z QeRIC�'�L , o 0 FOUNDATION WALL DETAIL ,0r, 34714 p Z.,•G.,j��... Mn STF y j u/ Notes: 10 CONCRETE STRENGTH AT 28 DAYS REGIS� Vc — 3000 psi min �? REINFORCING STEEL ASTM A-615 i•S�a�1N nL V GRADE 60, fy - 60 ksi MUST BE A MONOLITHIC POUR � _ O VERTICAL CONTROL JOINTS O 24" o.c. w/ ,Z 5" PLASTIC WATERSTOP MIDWAY THICKNESS PROPOS D F UNDATION MICHELE CUDILO, P.E. Consulting Structural En ineer Centerville, Massachusetts 02632 508 771-7601 Proposed Residence Garage Drawn By: MC Date: 02/25/11 Drawing 385 Wakeby Road Marstons Mills, MA Scale:1" = 1'-0" Rev. 0 S K_ 3 File Name:F000ILLO Project No.:2011-32 ,LLJ VV11n 0: 1 HZOrtt,I KAIIU UbtU WIIH (;UNIINUUUS WOOD STRUCTURAL PANEL SHEATHING ---------------------------------------------•---------—----------------------- OUTSIDE ELEVATION SIDE ELEVATION - - - - ' Extent of header (two braced wall segments) -- ---- -- Extent of header (one braced wall segment) --.I s Pony {' Braced wall segment "t }," ;y ,-Min. 1,000 lb wall per IRC Table R602.10.4 g "' ` tension strop. h e ig ht'" P �,.,^ :.1 ; p. Strap shall be 1, r �> �` centered at � bottom of _ header. •�;:. '. , �---;: 2' to 18' (finished opening width) * xt'.1 +1:-,•:':;{ .,:;:.:::.:: >,«.: :,. rf:,::::•:a ;l 16d sinker f. Ei 2' :s. Fasten sheathing to header with 8d common >;: :; r, �; nails (0.148' IX. nails (0.131"x 2-1/2") in 3"grid pattern as shown ► � `;J ; .l x 3 1/4') in of 11 1 ,, t i. �j•.�,.:'•':.;W. .;•;.,,.,. .�. .and 31: 2 TOWS o.c. in all framing (studs and sills) typ. ���;�.<::.;;..<:,,:.: ..': :. Header shall be fastened to the kin stud '•'•' 3" o.c. 1ht i.•, with 6-16d sinker nails (0.148" x 3-1/4") Wood strut 11J,• r SAY',;:`. 1:.s.v;;� � Minimum-1,000 lb strap shall be -- �' 1��+ L��"': ' �:='l'4 '�a tural panel - centered centered at bottom of header and installed `7 •,J ::::'.r f'1 �, must be ;h .,.its=::' ,. ; mox. '�' ''--°�'�': on backside as shown on side elevation'' ,.°>'�'� `' �'�z ; _ continuous height =: T. ' �.. -- ' . ;fl from top of rl� ��1 :,..ray>;:<: .:.:. For a panel splice (if needed) f • •�i�.� ��+,;r'::;I •,•,� ` (.;.: wall to bottor '•r s�•l�: panel edges shall be blocked and ; of wall or it•�•' occur within middle 24" of wall heights.` ", '•;•�{` from top of i: : ,•' i o- .l (•;f}�.'3 �•;. ' wall to �« Wood structural panel strength axis � ,"' �•;,�; '' permitted splice area 11 - - Min. number of studs shown: ��.> ;� 1r, ��� •,•rMC 1.1•• - p Mq! Min. length based on 6:1 aspect ratio. '''' !'''' '''1 7/16" min. «•: For example:16" min. for 8' height. thickness 1.1 s. wood '�_-.--_- , , • . , . •�, .` + `. . �:`.• � �f'• structural �- 71i' l \. I _I panel - Anchor bolt per IRC Table R403.1 .6 typ. sheathing Min. 2"x2"x3/16" plate washer No. of jack studs per le: IRC Table R502.5(1&2) See Table 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION Not to scat Form No. J740 ■ C 2008 APA - The Engineered Wood Association ■ www MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane. Centerville, Mossochusette 02632 Drawn By: MC Dater Drawing Scale. AS NOTED Rev. 0 File Nome: SS Project No.: 01 l+ , Or ;0 r co ' tnmm r- ✓Lee v/0�97/lJtOIZG o�✓G�aooa�l uoel�a - _- l\ z X -U � c� p r� -- License or registration-valid for individul use only _ r �- N Office of Consumer Affairs&Business Regulation _ m m =r ;•} i - )i before the expiration date. If found return to: i r- G) N _ HOME IMPROVEMENT CONTRACTOR c E. Gffice of Consumer Affairs and Business Regulation D 1 Registrationill—1't34966 ` Z Z ?r - -- - -. 10 Park Plaza-Suite 5170 m o - Expiration:r-21.5%2012 Tr# 293337 A Boston;MA 02116 D r_ Type a Pn�ate Corporation N c`� OCEAN COAS7CONSTRUCTION, INC. OD JOSEPH REGAN:J._ .s`E':?:.L� { I x y. — �. 11 LE DA ROSE LANE` :�PY MARSTON MILLS, MA`02648 r Undersecretary Y o' e valid without signature 0 — - - .. �• — Zo 2 m r' 10/17/2011 05:03 5088689609 MAP INSULATION PAGE 01/04 RESCheck Software Version 4.4.9 Compliance Certificate Project Title: OCEAN COAST CONST. Energy Code: 2009 IECC Location; Bamstablpr Massachusetts Construction Type: Single Family Glazing Area Percentage: 230A Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor. 385 WAKEBY RD. BARNSTABLE,MA Conipbanc,3:Passes using UA trade-off Compliance:SAO%Bauer Than Code Maximum UA:104 Your UA:98 The%Bohur or Wong Than Coda Indaa raflooto haw afona to mmpUmmr tha houna In baaad on mdo trado•aR m1om If DOES NOT provldo an entlmgtp of 66W e69 or CPBt f0tNe too MInlmym.ppde hump, Gross • b.• Per imeter Calling 1:Cathedral Ceiling(no attic) 940 38.0 0.0 25 Walt 1:Wood Frame,1e"o.c. 440 21.0 0.0 19 Window 1:Wood Frame:Single Pane 59 0.320 19 Doan 1:Glass 40 0.320 13 Floor 1:All-Wood JoisUTn.=:0ver Unconditioned Space 680 30.0 0.0 22 Compliance Statement., The proposed building design described here Is Wsistent�RESchock the building plans,specifications,and other ;REch s aE�� h the permit application.The proposed buildi a igned to meet the 2009 IECC requirements in nd to comply with the mandatory require Inspection Checklist. r/ � !. Date w' Project Notes: OFFICE Project Title:OCEAN COAST CONST. Report date:10/17/11 Data filename: Untlded.rck Page 1 o4 4 I i 10A1712011 05:03 5088889609 MAP INSULATION PAGE 02/04 REScheck Software Version 4.4.1 - Inspection Checklist Ceilings: ❑Ceiling 1:Cathedral Ceiling(no attic).R-M.0 cavity insulation Comments: Above-Grade Walls: ❑Well 1:Wood Frame,16"o.c„R-21.0 cavity insulation Comments: Windows: ❑Window 1:Wood Frame:Single Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?_Yes_No Comments: Doors: door 1:Glass,U-factor.0,320 Comments: Floor;: ❑ Floor 1:All-Wood JoIsUTniss:Over Unconditioned Space,R-30.0 cavity Insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other ouch openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,an exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights In the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. U Access doers separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain Insulation application. L7 Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Irsuladon: ❑ Building envelope air tightness and insulation Installation compiles by either 1)a post roughin blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier Installed on outside of air-permeable Insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is sU"n@ally aligned with insulation and any gaps are sealed. (c)Abova-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed et any exposed edge of Insulation. (a)Plumbing and wiring:Insulation Is placed between outside and pipes.Batt Insulation Is cut to fit around wiring and plumbing,or sprayed/blown Insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall.Insulation exists between showersltubs and exterior wall. Sunrooms: Project Title:OCEAN COAST CONST. Report date:10/17/11 Data filename: Urrtitled.rck Page 2 of 4 10f17/2011 05:03 5088889609 MAP INSULATION PAGE 03/04 O 5unrooms that are thermally Isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0,76.New windows and doors separating the sunroom from conditioned space most the building thermal envelope requirements, Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's Installatlon instructions. U insulation is installed in substantial contact with the surface being Insulated and In a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined, o Manufacturer manuals for all Installed heating and cooling equipment and service water heating equipment have been provided- 0 Insulation R-values and glazing U-factors are clearly marked on the building plans orspeclflcations. Duct Insulation: Cl Supply ducts In attics are Insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope an: insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts, U All joints and seams of air ducts,air handlers,fiker boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 1818 and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened With a minimum of three equally spaced sheet-metal screws, Exceptions. Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less Mien 2 in,w,g,(600 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postoonstruction leakage to outdoors test:Less than or equal to 54.4 elm(8 cfm per 100 ft2 of conditioned floor area). (2)Postoonstructlon total leakage test(including air handier enclosure):Less than or equal to 81.6 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 Inches w,g. (3)Rough-in total leakage test with air handier Installed:Less than or equal to 40.8 ofm(6 ofm per 100 ft2 of Conditioned floor area) when tested at a pressure differential of 0.1 inches w.g, (4)Rough-in total leakage test without air handler installed:Less than or equal to 27.2 cfm(4 ofm per 100 V of conditioned floor area). Heating and Cooling Equipment Sizing: p Additional requirements for equipment sizing are included by an inspection for compliance with the International Resldentlal Code. U For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Healing(Sections 503 and 504). Circulating Service Hot Water Systems: 0 Clrruleting Service hot water pipes are Insulated to R-2, Circulating service hot water systems include an automatic or accessible manual switch to turn off the Circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are Insulated to R-3. Swimming Pools: O Heated swimming pools have an on/off heater Switch. Pool heaters Operating on natural gas or LPG have an electronic pilot light, p Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-ham-racovery systems. U Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Coves are not required when 60%of the heating energy is from site-recovered energy or solar energy source. I Lighting Requirements: Project Title:OCEAN COAST CONST, Report date:10/17/11 Oats filename:Untitled.rok Fag e 3 of 4 i i . 10117/2011 05:03 5088889609 MAP INSULATION PAGE 04/04 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (0)Compact fluorescent (b)T 6 or smaller diameter linearfluoreaoent (c)40 lumens per watt for lamp wattage c=15 (d)50 lumens per waft for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall Include eUtometlo controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the ovtdocr temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: i © A permanent certificate is provided on or in the electrical distribution panel listing the predominant Insulation R values;window U-tectors;type and efficiency of spaos-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit:directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) i I i i Project Tide:OCEAN COAST COAST. 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I I I i i , : � I I i : I 'I I I I I I I I I , -�7 t I I , v ' -- ; I 1 i i • I _ \ SMOKE DETECTOR REVIEWED \ BARNSTABLE BUILDING DEP "a \ F R EDDE OF PAVEMENT CB(FND W A K E B Y ROAD \ FIRE DEPARTMENT E PRIVATE ANCIENT WAY)a2 ` \C8 (F\ OTH SIGNATURES ARE REQUIRE FOR PERMITTIN ' \ ' 4.58' \\ ' CARBON MONOXIDE MS F'Q p 0, MUST BE INSTALL PER MASSACHUSETTS BUIL NG CODE (a�pRFp C/ PROPOSED GARAGE I L �•� q JO�� x\\ LOCUS M A P �1D PLAN REF: 311-13, 278-38, LCP 42109A tos.en ZO�n °' \\ \\ DEED REF: 14307-183. 24350-79 \ \ \ \ ASSESSOR'S MAP: 28-109, 28-110 NOTE: SEPTIC IS DRAIN PER C. \`\ ZONING: RF LOT t TOM OF BARNSTABLE AS-BUILT CARD. EXISTING SHED \� SETBACKS: 30'-15—15' N/F VICENTE.RICHARD L&MARLENE \ FLOOD ZONE: C ASSESSOR'S MAP 28 PARCEL 108 I \\ PANEL NUMBER: 250001 0015 C ® - \ DATED: 08/19/1985 b I ` OVERLAY DISTRICTS: WP, RPOD, ZONE II :.-4�: yi=i"_ I� 40' WIDE g I \\ MASS ESTUARIES u= I \ PER PLAN 311/13 $ C,Fy385 IN I PLOT PLAN OF LAND LOT 3 ry I LOCATED POOL �' h 385 WAKEBY ROAD Na LOT 2 I W MARSTONS MILLS, MA 1251 8.7n Q DECK LOTS 2 & I TOTAL AF1EA I 7 80781.9 SO. FT. i o I PREPARED FOR: 1.9 ACRES THOMAS BARRETT POOL 10/13/2011 .p � � ♦�eeda N 73.40'33•w f�'�: ' % I�►�N o�6l4ss' °. REV: $ IeIF P ----�;u STEP. N ; REV: w pOYLE --C m.as——.—— 4 p37559 ,.� 4 REV: YANKEE LAND SURVEY CO, INC. LOT t � � / AS lQHO S-\E i IP(FND) N/F VICENTE.RICHARD L&MARLENE / , / -�/n7VOd 119 ROUTE 149 GRAPHIC SCALE SET IN CONC. 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I ; , , I 1 ,7 1`k°F ^s -4 WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone °�~a MICHELE Massachusetts Checkfist for Compliance (780 CMR 5301.2.1.1)' h OFCUDILO $ ° No.34774 Q Check .J STRUCTURAL Compliance eed (3-sec.gust).................................................................. ................................................ 110 mph ExposureCategory' .::............................................................... .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which xceeds§jh 12 slope shall be considered a story) 'Z- stories 5 2 stories RoofPitch ...........................................................................(Fig 2) .............................._...........GJZ /Zs 12:12 MeanRoof Height ..............................................................(Fig 2).................................................�-M ft <_33' Building Width,W ...............................................................(Fig 3)..........................'i.. 2 ft 5 80' I t Building Length, L........... ft 5 80 = �7 - .. .................................................(Fig 3)........................ .--. ....�. ....•..4'_11- Building Aspect Ratio(L/W) ...............................................(Fig 4).................................... .L5 3:1 Nominal Height of Tallest Opernng2 ...................................(Fig 4)................................................ (.- 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections..............:.....(fable 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............:................................................................................................................. ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts.imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................... !L+-in. Bolt Spacing from endloint of plate.............................(Fig 5).................................... G f Z in. s 6"-12" Bolt Embedment-concrete.........................................(Fig 5)................................................. in.a 7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in.a 15" PlateWasher................................................................(Fig 5)..............................................a 3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................... (Fig ............................ - ft:5 12' Full Height Wall Studs at Floor.Openings less than T from Exterior Wall(Fig 6)....................................... Maximum Floor Joist-Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)....................................................=ft 5 d Maximum Cantiteverdd floor Joists Supporting.Loadbearing Walls or Shearwall................(Fig 8).....................e.N4t4M�. ft :5 d FloorBnxkQ at ErAvalls....................................................(Fig-9)..............................................................••••- Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)............................ ... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)...................... m. Floor SheathingFastening stile 2)...�d nails at In ed e/1?'in field g.............................................. (T _� 9 4..1 .WALLS Wall Height r a Loadbearing watts........................................................(Fig 10 and Table 5)........................... ft 5 10, Non-Loadbearing walls........................................:........(Fig 1.0 and Table 5)......................�..l'L It <_20' Wall Stud Spacing ..................................................... (Fig 10 and Table 5)................... 6 in.5 24"o.c. Wall Story Offsets . . ............. .........................................(Figs 7&8).............1&� rlu>�!?- ..._2 ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing.walls..............:.....:...:................................(fable 5)..............................2x - ft in. Non-Loadbearing v4611s,...................................................(Table 5)..............................2x�-_L2:f-ft D in. Gable End WaR Bracing . Full Heig t EOdvv811 Studs::...........................................(Fig 10).............................................. ......... ........ WSP(AiciffoorL:enoth-. .- (Fio.11)........................................; (� Raw13 GypsOm elling Length WSP of u ee ..................(Fig.11)............................................? ft Z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ....................................................I...(Fig 13 and Table 6).................................... 2 ft Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... a f 4 WC Guide to Wood Construction in High Wine!Areas: 110 mph Wind loneMICH CU 1� � Massachusetts Checklist for Compliance (�so CMR 5301.2.1.1)' ° No.34�7' 4 �r •� ° STRU (e� g Wall Connections q I(no.of 16d common nails)................................(Tables 7)..................................................... RFcrsrE dbearing Wall Connections Z S�oh.�J teral(no. of 16d common nails)................................(fable 8)....................................................... oad Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................3 It fo in. 5 11' Sill Plate Spans .................... ...................................(Table 9)...................................3_ft T7 in. 511' Full Height Studs (no.of studs)........................ .......(fable 9)................................ 2 ..... .......... ............ Non-Load Bearing Wall Openings(record largest opening but check.all openings for compliance to Table 9) HeaderSpans.............................................................(fable 9).................................. ft - in. 5 12' SillPlate Spans.... .......................................................(fable 9)..................................Ift - in. s 12" Full Height Studs(no.of studs)....................................(Table 9)....................................................... �L Exterior Wall Sheathing to Resist U M and Shear Simu eously4 ''' Minimum Building Dimension, = ' u Nominal Height of Tallest Opening2 ......:.......................................................................( 5 8" SheathingType..............................................(note 4)..................................................... w s r Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ .3 in. Field Nail Spacing............................... (Table 10).................................................j in. Shear Connection(no.of 16d common nails)(fable 10)................................................... . Percent Full-Height Sheathing ............ able 10 ............................................... .. K 9 g..... ... . R ) r cfc 5%Addition Sheathing for Wall with Opening>6'8"(Design Concepts)..t:� X. "�=14. Maximum Building Dimension,L) = j ` it . , f tl Nominal Height of Tallest O enin 2 .................................................. 'S s 6'8" t SheathingType..............................................(note 4)..................................................... 16LS Edge Nail Spacing.........................................(fable 11 or note 4 if less)........................-_in. FieldNail Spacing..........................................(Table 11)................................................. Z in. Shear Connection(no.of 16d common nails)(fable 11)........................... .. �, �..;..:. .• r Percent Full-Height Sheathing.......................(Table 11)........................ ...:.. 5%Additional Sheathing for Wall with O ning>6'8°(Design Concepts); -. .. ...... .. 12�. Wall Cladding X t�T SIB S -�12- Rated for Wind.Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?:.......................(For.Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ............................... ........:...........(Figure 19).............v.-f I—ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls `Z6I 37 i h'[Ax'L� Proprietary Connectors Uplift................................................(Table 12)............................................U= 221 Lateral.............................................(Table 12).............................................LZh Shear............. ............................... able 12 Ridge Strap Connections,if collar ties not used'per page 21... (Table 13)....... . ....... T= R'aaa K L 3 Gable Rake " O ker......... ................................(Figure 20) ... �/ . 'j ft s smaller of 2'or U2 v'��k Truss or Rafter Connections at Non-Loadbearing Walls `- Proprietary Connectors tt c� Uplift................................................(Table 14)......... .................................U=e t Lateral(no.of 16d.common nails)....(Table 14)........ .............................L=' Jb. Roof Sheathing Type..........................................:........(per 780 CMR.Chapters 58 and 59) ............. Roof Sheathing Thickness........................................... ...................... in.a 7/16-WSP Roof Sheathing Fastening....................:. .:(Table 2).......g.c� �P�(o.�`Ol�..>I l��. •F.l Notes: 1. This checklist shall be met in its entirety,expluding:the.specific exception noted.in 2,to comply with the requirements of 780 CMR SWI 2.1.1,Item 1. Ifthe:cfte*16t is•met in its entirsty.thenthe following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Stiraps per Figurre 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 and Figure.i 8b 2. beam yen.Qpenino h•iphfo ni up le D A:�1s�11 b�pa.•...Hled wl.e..6%:a odded!o!!�e perconl!u\\-h0\9M aheHlhlS�9 requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. _4 WC Guide to Wood Construction ill High Wind Areas: 110 mph Wind Zone 3�55 Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)'f � wjgi 4. -3ef4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. 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 the upper double top i 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 I '-YUHB1 TM EDGE F"M ON RUVAM Vatsed NA" 11 , 11 „ 11 11 •+ u n u 11 / 11 1r r1 11 11 1 M N 11 11 11 11 11 11 11 cd 13 A 1 1 ii it aL Q 11 r�6 I l 1/ 11 it n 11 it 11 1 r u u 1 ii }t 11 u Ir 1. 1i 11 n 11 - _ _ OOUBI:EEDGE "------- WAL.SPA" See Detail on Next Page Vertical end Horizontal Nailing for Panel Attachment I 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS r APPE :ES �'r/ I 1 1 1 N i • , 1 � 1 1 1 Q 1 a 1 1 36� 1 1 1 1 t� 1 1 1 1 i , MEMBERB 1 l� � i i 11 /i i 1 1 1 1 piy 1 1 3 3/8' 1 1 1 i i 3'MIN. 1 � STAGGERED NAIL PATTERN PANEL PANEL EDGE ��" DOUBLE MAIL EDGE SPACING DETAL Detail i Vertical and Horizontal Nailing for Panel Attachment 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition 1057 ILLa VV I JJ1 0-L AWt t,I KA I 1U UbtU VV I I H GUN I IN UUU5 WOOD STRUCTURAL PANEL SHEATHING-.1i----------------------------------------- -------------- OUTSIDE ELEVATION SIDE ELEVATION ----------------.2, Extent of header (two braced wall segments) Extent of header (one braced wall segment) Pony 4 ;1 Braced wall seg n. 1,000 lb wall meni ion stro per IRC Table R602.10.4 tens p. height:' Strop shall be SZE.2 centered at N. bottom of header. 2 to 18' (finished opening widt h) 1 6d sinker 'is (0.148': A :'k Fasten sheathing to header with 8d common 2 nails Ix. Z, nails (0.131"x 2-1/2") in 3" grid pattern as shown x 3-1/4") in i:j •al and 3" o.c. in all framing (studs and sills) typ. 11 2 rows @ 3" o.c. Header shall be fastened to the king stud jht' j with 6-1 6d sinker nails (0.148" x 3-1/4 Wood struc ic Minimum 1,000 lb strop shall be tural panel- 10, centered at bottom of header 'and installed must be j max. on backside as shown on side elevation continuous on! V<pi height from to of For a panel splice (if needed), wall to botior panel edges shall be blocked and of wall, or occur within middle 24" of wall height from top of wall to Wood structural panel strength axis permitted splice area Min. number of studs shown'I Min. length based on 6:1 aspect ratio. • 7116" min. For example:16" min. for 8' height. thickness wood L7 structural panel Anchor bolt per IRC Table R403.1.6 typ. sheathing Min. 2"x2"x2l/l 6" plate washer No. of lack studs per te: IRC Table R502.5(l&2) See Table I OVER CONCRETE OR MASONRY BLOCK FOUNDATION Not to scal Form No. J740 0 @ 2008 APA — The Engineered Wood Association ■ www MICHELE CUDILO, P.E. L Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 Drawn By: MC Date:0 7 ?-Aii, Drawing 12, wtz Scale. AS NOTED Rev. 0 File Name: SS SK- 2 Project No.:Zo// I 4" MIN. ANCHOR BOLTS TO SUPER STRUCTURE " DIA. X 12" w/ 2-1/2" HOOK @ 2' o.c. 6" SHELF ° 3% 18 Ga — G60 COMPOSITE DECK 4 CONC. APRON °.. : Y4"x 3 FLAT PL �. ,.•. ...�:� �� ���� � . a: :• ' w/ " X 4" STUD A 2' o.c. (2) #5 TOP RING — 2" CLR SHRINKAGE STEEL HORIZONTAL #5 ® 16" o.c. x 2" CLR (TYP) . Q #5 ® 24 E.W. g WHERE WALL IS (PARTIALLY) EXPOSED TENSION REINF. VERTICAL co #5 ® 9" o.c. I N P = 2'-1" 00KS: #5 @ 9" o.c. 1 " CLR xx x 2 x 6 KEY60►°T c-� 6" 1) #5 CONTINUOUS N loll Of J U 2,_0„ Qyt �-4�, z� p,AiG!;�L� I \ ' FOUNDATION WALL DETAIL p ,cr 3471hr Notes: 1Q CONCRETE STRENGTH AT 28 DAYS 9EGI5�� f'c - 3000 psi min REINFORCING STEEL ASTM A-615 4`:IQN�L� GRADE 60. fy v 60 ksi v4 MUST BE A MONOLITHIC POUR) • Q VERTICAL CONTROL JOINTS O 24" o.c. w/ 5" PLASTIC WATERSTOP MIDWAY THICKNESS PROPOS14D F UNDATION MICHELE CUDILO, P.E. Consulting Structural Engineer - Centerville, Massachusetts 02632 508 771-7601 Proposed Residence Garage Drawn By: MC Date: 02/25/11 Drawing Wakeby Road Morstons Mills, MA Scale:1" = 1'-0" Rev. 0 S K_ 3 File Nome:F000ILLO Project No.:2011-32 °I +I fi —�GENIERAL NOTES AND MATERIAL SPECIFICATIONS: 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_"o/c,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). 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=60 psf Wind Load: Criteria used for 110 MPH Exposure B,unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a. All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi. Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 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 filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. 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 48"o/c: CS-14R-50.5"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 comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea. End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing.Schedule: All nailing shall be in accordance with Appendix 120.Q;unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code Table 5502.5(1)and(2). MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville. Massachusetts 02632 AVL1> 4DTrL_/s s Drawn By: MC Date:o?- 122-111 Drawing Scale: AS NOTED Rev. 0 S _ File Nam : .e 55 Project No.���� K TOWN OF BARNSTABLE WAKEBY ROAD 2012 «AR 13 IL`I 2 Os (PRIVATE ANCIENT WAY) N 74'54'24' w 120.42' 4.58' O \O \ DIVISION grFOS \ q BUILDING UNDER CONSTRUCTION 03/02/2012 3p 1_ P�Pf:SRC�O. ip. SE,pS1C 1`E p5,001� ° 24.6ft I °f 0 LOT I 1 12.4ft � /F VICENTE, RICHARD L & MARLENE ° ASSESSOR'S MAP 28 PARCEL 108 ® HE z m V ���fl g °� FC'Fy#38s I N 1 f I N LOT 3 POOL �' h HSE O lu N Q HOT EC LOT 2 O TUB I W Q� rn 8.7ft O O DECK LOTS 2 & 3 TOTAL AREA o B0781.9 SO. FT. e O 1.9 ACRES Qj IO POOL I / N 73'40'33" W R, no 53.00 . 59.9 E� 0 112.00 LOT 1 N/F VICENTE. RICHARD L & MARLENE ASSESSOR'S MAP 28 PARCEL 108 PROPERTY ADDRESS: 385 WAKEBY ROAD FLOOD ZONE C AS-B UIL T CERTIFICA TION RES ZONE.' RF TOWN.' M. MILLS SCALE.- 1 60' PL REP 311113 ELEV N/A SETBACKS.- 30-15-15 v®�P�tM OF h1� YANKE'E' LAND ��a ��\S ERF� ti�� . S UR VE'Y CO. INC. I CERTIFY TO THE BEST OF MY 4 ° P Q � STEPHEN � p KNOWLEDGE THAT THE BUILDING < Cl J. `� � 119 ROUTE 149 IS SHOWN ON THE PLAN AS 4 _#375 e MARSTONS MILLS, MA 02648 IT EXISTS ON THE GROUND. G Ai, ^,lo�`oe TEL 508-428-0055 FAX 508-420-5553 u�e4 ►v®v�®a JOB p--3; o -,✓ DATE.• 0310512012 NUMBER 54712 x p l 2W Town of Barnstable *Permit#; R••I�T Expires 6 'onths from issue date Regulatory Services r�sz MAM 012 Thomas F.Geiler,Director T 1639. .�0�' Building Division ARNS7ABLE Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 0260J ` www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PEWT APPLICATION - .RESIDENTIAL ONLY Not Valid without Red X-Press Imprint. Map/parcel Number PropertyoAddress — i Residential Value of WoA . 00 Minimum fee of$35.00 for work under$6000.00 :Owner's-Name&Address I Contractor's Name CSC`An C�i C6e< Uc11?an —1,-i C, Telephone Number 5�)1c.Y---? 3 7—F 7 31 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) jK Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to "611C 'CX ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows. ❑ Smoke/CarbbnMonoxide detectors 4 floor plans marked with red S and inspections required. . Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: erl'y Owner must sign Property Owner Letter of Permission. ' py of the Home Improvement Contractors License&Construction Supervisors License is re uired. SIGNATURE: Q:\WPFILES\FO S\ ui permit forms\FMRESS.doC :.. Revised 053012_ : r C,10) m.m0 r 0 Z X, -v OfficACo mer A. airs Jsiness Reg ation; License or.registration valid for individul use only g N_;0 3. _= HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: - ,a m M y' W . Registration: ;134966 Type:, fl Office of Consumer Affairs and Business Regulation ! (n .y c y Z " c Expiration: 2/15%2014 Privatg Corporatioi 1D 1'�rk Plaza-Suite 5170 3 m Z a p Boston,]VVIA 02116 I D v EAN COAST CONSTE2UCTION,,SINC. _ c.77 iEPH RSGAN 17 _ v rn � �• _EbA ROSE LANE = g y �� •, O _ RSTON MILLS MA Undersecretary I No" dut signature co P It L i The Commonwealth of Massachusetts Department of Industrial Accidenr Office of Investigations ' ' 600 Washington Street M Boston,.ALA 02111 wnw.mass.gov/dia Workers' Compensation.Insurance Affidavit- B.u'lders/Contractors/E•lectricians/Pinmbers Applicant Information Please Print Legibly Name(Business/O�fim&dividnal): 06e-r) Address: City/State/Zip: _)WS 011 S Phone 4k _ Y) Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.0 I am a sole proprietor or partner- listed on the attached sheet 7. ❑.Retmodeling ship.and have no employees These sub-contractors have g ❑:Demolition- working for me in any capacity. employees and have weakens' 9. ❑Building addition [No workers' comp.insurance Comp.insurance 2 required-] 5. We area corporation and its 10•❑Electrical repairs or additions j 1❑ I am a homeowner doing all work ce<s have exercised their 1 I_❑Plumbing repairs or additions right of exemption per MGL myself [No workers'camp. i Roof repairs insurance required.]T c. 152, §1(4),and we have no employees-[No workers' 13.0'Other comp.insurance required.) •Any apph,camt that checks box#1'must also fill out the section below showing their workers'compensation policy information- T homeowners who submit this affidavit indicating they are doing all woof and then hire outside contractors most submit anew affidavit indicating such- /Contractors that check this boa must attached an additiomal sheet showing the name of the sub-comuactors and stare whether or not those entities have employees. Ifthe sub-contractors have employees,they must Provide their Wwkers'camp.policy number. lain an emtployer that is prmdding workers'comperisattorr insurance for iny employyem Below is the policY and job site informratiaat Insurance Company Name: Policy#or W-ins.Ucc�.#: , Expiration Bate: Job Site Address: �JS �Jb� ' �� 6z�'`P, • 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 2.5A 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o for insurance coverage verification. I do here rti a e pains and penalties ofpedwy that the informidbon provided above is bue and correct SL tllre. Date: Phone# Official use only. Do not write in this area,to be completed by city or tottrn ofrciaZ City or Town: Perri it/License it Issuing Authority(circle.one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing.Inspector 6.Other Contact Person: phone#: 6 I"E' �� Town of Barnstable Building Department - 200 Main Street * BARNST"LE. • Hyannis, MA 02601 �$ b .� (508) 862-4038 Certificate of Occupancy Application Number: 201105577 CO Number: 20120079 Parcel ID: 028109 CO Issue Date: 07/10/12 Location: 385 WAKEBY ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: MARSTONS MILLS Gen Contractor: JOSEPH, BEGAN Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed R� z�� '�� _ _ �, ,,. �� - � � � � . TOWN OF BARNSTABLE Building RN tNE 201105577Permit• BASTABLE, Issue Date: 12/06/11 9 MASS. �A i639• Applicant: JOSEPH,REGAN Permit Number: B 20112688 rF0 MA'I A Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/04/12 [Location 385 WAKEBY ROAD Zoning District RF Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 028109 Permit Fee$ 637.50 Contractor JOSEPH,REGAN Village MARSTONS MILLS App Fee$ 100.00 License Num 79147 Est Construction Cost$ 125,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A DETACHED 2 CAR GARAGE WITH OFFICE SPACE A OMMIS CARD MUST BE KEPT POSTED UNTIL FINAL AND FULL BASEMENT INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BARRETT,THOMAS F BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 42 8TH ST APT 2102 INSPECTION HAS BEEN MADE. CHARLESTOWN,MA 02129 Application Entered by: RM Building Permit Issued By: � THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). z . BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 (3{c� ok i s�it�.t< „ 1 ��� V �g .�— cl" 1 2 ( °Y 2 2 i 3 I �WA 3 1 Heating Inspection Approvals Engineering Dept G .I- As Fire Dept 1 2'F, h u) C.a .7 _ j ;V: of ea 20 I%- 3 H-4 i r� #j Tl t �j. • 2 i{4j > rw:.K 3 ..j . J TOVIN OF Of,1 S 1 J BLE Yll Qr(; ?! Fill 4: ub �ItliSIO�! 1 r , u a ''O1nYwtr •ci Rr•v •'�i✓•.ylti: r's:.5.... ..:1:.. .i...w'.", .•S. 7Ty"!„;l' •7 ,'�." "1;'_.:t-i^4'l���r r+rgh. MY�".`o �'rytsJ/°'bT1'fiMAot'w.«p .MPX!r h}Y^.IY.M'_-}.as•t^t•T rr�tkitrw•w,.':•«. r p' t..:�„ Y�rrrw.,nw.t—n,{... �t>t�n, ticrrmc�` x�rzc�rc4�• c+eA:.:w.sere.. .trs .:...c .„: -:u �ps..- ,.ems._ ,F.. 11 ,�,,, t, � 1 1 ',' �-eJe+.�..i„-...._ ..n.� .. a.. _...�....r+..�.4.-.rl:.w..«.ta«�•.f•w.o.�.4.. a�.. m..•,.}..,..•vu t ...J ..::-F ...: _ 1 L4b4if�,FY�rr .. .w.., .. .....H...� ..�� t 1, .'1'�(' 1 +t�•t�.a.�+.wWr+ w w......A.. r fF'• •r+w+�t.r.ww� a� nr,i„•,r�r'""'7`-t-`-`.#." IC ....•..,.. i_..i,.�, �`'''�,�PrIA i � ,u+sw. .+.n4..+.. .,....��.>pr......�.«w•+i•+...a,.Fw.:««....�..�..,� , - , 's 1`[e � .. 1 \� i ,_ - i .: - ..aw-a:nv -asti•.a..am..a� .v..�.� .is...wa..�...;.a�y.......i.�,.nn. M»sw.«rw+r,.�..w�yf .. Ht++.C/bap i , .. ... . . vra+�iw.M..w...,�..,ww'.:ils•.r.:"+wi--.....di's...c.st- •.. - - ..•r..aw.r'.t».+Ma•Froi.:+z rrr.,.4.vwn!r.i.wrn+.:..taw. .. 1 , E 1 1 r i j , 1 _ � r 1 , r • r i ,. ; ��.: .,,;� ...��. � � _.�..�I .�: ;�,� �;_.�.�:.�._:_.�.:.: fir...� _� _�� .•_�_ _�- f � � �' � ► . �� � � .� � � �: E �i I cPI! D'T 27 Pfl 4: 06 1 TOWN OF STABLE /,I U7C 27 F(i 4: 06 R 1. Ipl .1 .. .:...:... �j 1 ,.:� ..sw+:,�y�g i V .t. � �� w° al��µ�'•3Ts � .'�1���5� le RL-x7 ,tea. T— i .:aor 1 i � Zp � k i A • t_ t I i a . _ ._.,-., - , y_ t� _} - + •�q �_ ' 1. _' S'".. .�. --t I , yyy! h ,. .,._....n, i ..._.;...,. .' .- ... ice.., I i I 't j.— , , p - � t _ is � E :.""° .wx.,.o-,. d.:.„.:..r�w,:� i �. ��» ._ ,• ,�,,,,I.:�:+r....t f �=1 w V� ,1• _. k.A. —I. i k: I_ r .! j ' Nmac+eeFR-^^tm^'�?^'gx:•u^P.e+>,sy� I .,w,. '- ,;- t F ' i I( , I � f i -i � iMS y 'q�;f! �+ .�.__ 3 ,"g y� .._ •'gy.M , 4 ,t^+. ���� L .i A iw+":,�W6'. ,aif S.�:: Ysr�k,'pP,«', .'K ,..°.t•, q {^ rc•,,a�Fr i ijo IT J. Ll i • F+ , s , ( i ! r �. _� .�� ..- ( ��� ;p{ _gip�—j([////////���;lgaJ_A- ' ..5y... � —rr;__»_' _ .,--- —— — - __,_.._. • , : i , P , r I V ! �I j : ry i I i I r- ,ysz`y„ � � I �' ( ! _t I i .__�-! �y i 17 •�„ ' i.K i ,�� t i � t v s.:, � � �� .( .I � ( �1 jp� .'•�. 1�v°`l�„ .I .. "� ',�'t"`d.�6.bp a�vlY"'(=i��.s t .i u - _ t y ..,... . ...... S. t :.n TOWN Oil: P 'STABLE 2011 EC 27 Pji LI: 06 ` U t I . , ! i , I , , i 4-41 -,-.�i ^vw'1axm:�e�moncw�JMrms�nP - -'— � :., ,o.a�r, ,,.tu •k�yl �I «.wm...t Tf .......... , , -p t` { :...,x.��{•a+wr�,os.F.a<,' '�.,-.r N.x,u:w.Mu.+�a:-:,i.M w,.W..,.- _ .. —.. rs� - : i , i � 3 , : .i ''• I, ,1 f i F } ; 1 Tol"LIN OF err 27 P,I 4• 06 l L 7 1 �N.OF �= v WC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone �. CUDILO ° No.3477R assachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 1 PF+ STRL!CTMPA Q Check Compliance ndSpeed (3-sec. gust).................................................................. ................................................ 110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY _ Number of Stories(a roof which xceeds 8 12 slope shall be considered a story) 2 stories s 2 stories RoofPitch ...........................................................................(Fig 2) ..........................................G(Z /?-5 12:12 MeanRoof Height ..............................................................(Fig 2).................................................eft 5 33' BuildingWidth,W ...............................................................(Fig 3)................................................Z�t ft s 80' BuildingLength, L.................. ............................................(Fig 3)................................................. ft 5 80' Building Aspect Ratio(L/W) ......... .....................................(Fig 4).................................................1 s 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ 'S 618" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION''' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing-general ..........................................(Table 4)............................................... 2 j-in. Bolt Spacing from endfjoint of plate.............................(Fig 5).................................... G IS in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5)...... ........................................... y in.?7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in.Z 15" PlateWasher................................................................(Fig 5)..............................................a 3"x 3"x A: 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................. - ft 15 12' 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 5 d Ma)dmum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).....................I✓T�C� � Z ft :5 d FloorBracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)............................ Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)...................... in. Floor Sheathing Fastening........................................... ......(Table 2).._Ld nails at in edge/12 in field 4.1 WALLS Wall Height r �� Loadbearing walls........................................................(Fig 10 and Table 5)........................ ft :5 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)...................... ..j Z ft _<20, Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._.L�in.s 24'o.c. Wall Story Offsets ....................................................... (Figs 7&8).............k t4l?N4Z.�D...2 ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x -.L ft a-in. Non-Loadbearing walls................................................(Table 5)..............................2x_10 -L ft o in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).............................................. .................. WSP�Attij Floor Length.. .. (Fio 11).......................................J,/P(� e a►N GYPS errrng Length f wsP of u e ..................(Fig �)............................................ ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)....................................2 ft Splice Connection (no.of 16d common nails)..............(Table 6)........................................:.............. ■ Complete items 1,2,and•3.Also complete item 4 if Restricted Delivery is desired. X' ❑Agent. ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. Received by(Printed Name) C. Date f Delivery ■ Attach this card to the back of the mailpiece, I 11 or on the front if space permits. D. Is delivery address different from item 19 ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Y '•1 3. Service Type 0,Certifled Mall ❑Express Mall `)'y) ❑Registered A@ Return Receipt for Merchandise t � ❑ Insured Mail ❑C.O.D. u®z(P 7 6 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number j i i 4 i •t i j s s • ; I I s r I i i r s s f , (transfer,from serv<ce fabefj i i {7011 i 0 4'7 0�i 0 b 01 i i 4 s5 2 4►17.51 . I+ i{ PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 .. : ... . ::. � ti+�j?,r�:d��;�.`t�' UNITED STATES POSTAL SERVICE V j • Sender: Please print your name, address, and ZIP+4 In t this box • y- p j TOWN OIL BAMSTABLS BUILDING DIVISION ..:. 300 MAIN ST. NYANNIS,MA OMI j i I I L3s5 " i • TOWN OF BARNSTABLE BUILDING_ PERMIT APPLICATION `?4111 Map 7 Parcel I b�'i i tJ;;'r; ;,�-f„ STABLE Permit# " 2-0 -6 Health Division - Date Issued l o Conservation Division e 10 Application Fee l� Tax Collector 4L `0 0 _ _ Permit Fee �(�, -_ Treasurer- G�3 !SIC' SEPTIC SYSTEIIlI VUST CE Planning Dept. lxSTALLED IN Cam LLUN`W'Z WITH TITLE G Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CDC"' A'-'IL TOWN REGULA7,IONS Historic-OKH Preservation/Hyannis Project Street Address -?j��S 1 a�n Village I Owner �� rst�r� s,\ Address S�ltt. , Telephone %a-,% 'l'�"l Permit Request nx CF0 _ ' t` L. Square feet: 1st floor: existing_ CZ proposed ZZA 2nd floor: existing C) proposed d Total new SSG Zoning District r e-c,AP.nVi Al Flood Plain n p Groundwater Overlay rap Project Valuation S'7 b f tpC Y� Construction Type L o c6rL 4 Lot Size 4b, I q Z Grandfathered: ❑Yes ®No If yes, attach supporting documentation. Dwelling Type: Single Family Cam]' Two Family ❑ Multi-Family(#units) Age of Existing Structure t' ct'-79. L i ) Historic House: ❑Yes WNo On Old King's Highway: ❑Yes LB o Basement Type: @Tull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) N)A- Basement Unfinished Area(sq.ft) ^'�J Number of Baths: Full: existing 2 new Half: existing C:> new_C_Z) Number of Bedrooms: existing 2— new Total Room Count(not including baths): existing new C�) First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Cl new size Shed:❑existing 0new size _Other: Lie r k_ Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes IKo If yes,site plan review# Current Use Proposed Use UILDER INFORMATION tame - - Telephone Number S�Jf-��-N Q_n CI 2-:L Address -1-1 [ MC-1 S\ License KAN- Home Improvement Contractor# Worker's Compensation# UX:e bqlgbhl76b:� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE ' ' DATE 9 FOR OFFICIAL USE ONLY 0 PERMIT NO. . DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION:�� FOUNDATION. SaK wpzlo3 4... FRAME INSULATION FIREPLACE t` .. y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH,' " OUGH, FINAL FINAL BUILDING Y, DATE-CLOSED OUT' ASSOCIATION PLAN NO. f 10/02/2003 23:48 915097906230 PAGE 02 r Town of Barnstable } Regulatory Services MAU Timms F.Ovila,Dinoor >�s BulldIng Division Tons Perm, wadbt Cotsua W&ner 200 MWn Street. Hymns,AM 02601 Office: 508-M 4038 Fax: 508-79"230 Property Owner Must Complete and Sign This Section If Ulsing A Builder as Owns of the subject property hereby authorise-)-,' r = G to act on my bckalf is aU M&ttere tdsttve to work authotired by this buddimg permit application for: 2� r (Address of Job) �• ter&Of OWnit Date Print Nam 10i 02l2003 23:40 p150E71905230 PAGE 01 The Compmnmu th Of 11� acd�atse�tt Depart hens of rnduso4al Accideals DNA 600 Wuh&IVM M"o 8artax°iwwx 03111 1IVor t°_Cqmgnndn LafOraaea AQlds'r!t QA IA.Z . 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Bi'u'wl%};.P!., h,.i:..v..::,.,..,.n:E$"' "t 'oi�„='*., .iu gn w11:6:;�ui�«n+.Nt£.�` :.,•'�.r" 'S•s5�:7,•"•�;2 k.w!.r.�r�w•,ri..,r yy�,X' 1� ,,�. ^"•„4; F;:n1G i Y t i" 2 �.�'��'i; �i'7l�iGr'yW+;��:i •,°'m "7!llfl+��''aiL��'�.,....k*�,i 7� �51"y :yr,.., y,t(@., .;i7Mai�... ..I�s.v«�i'},fi 7f iLliei:4':jii 1.is}•�w:�a:�>1'<.e::i�i:i wi :LGt a`!j li S't'nii,�3i fj';��;Y�f'i'; '�° Ylti'i: ! � {y1�>'ti i4m1�. .�3 !� Kit 4rm.I.Ni I .�AL °� ✓' of I m y w i!{t� w J �:.,: ri a h awv.A1'aqu3 1 L+ YI Ar i. ,' w5r 'n {ary S.l.:.'xa'b�' t ai ir'i' � :?»>,Y'.e,Y S."'` �tti:.,:�4": $N;q'Y.t"!..^: N ..IYF4ry[ Ilea'•, •i � y����,y ��' r6:a.^:,Y:;a:.;.:. .ka; ^<K�:;i'i' ':::Y'.z•.,a.,>.Ti+:.;:1Vl�s�' .. Z,. l 4' <>Mr�'cw':Lvc. i�'1 tl•.'Iw4��:��:�.�i;'y..ryu1 :r .. . Id. R a.. 4:": .:iit'� �nniGyiti'n.n 'ii;�i�;'.R•6.{ . .:..:;>:Z>: '`.:';Ji 7;S�i� oi>i. • aF;: .it�� �' �,.+,�"n6�u'• �}: '.r+ik: �:Y„E: 'ii L" '4 g 1:C.Lf•:�`:">' ...3: •'1,,.,...Fs:4.�.'�'e.•y.. lid �•i � i li�f i�l�} ��. .1� 'i�� "M o mmmoo "Now sir low SWOM a*#?Am 113 Oak"d wfaulpewtrw.Kwlrrrsl}erNlw 6%• wr M•t.Rso ou mar wr7�*awM��d�D�M�Mwu[.wfl'OIPa�iCO�Rrwt��.ofti0a00afNfK�w>sw. i �� eop era�ro arws3M�q Is 6VOW44 6o fir 000 e[ wat K W tti4FW Qwv*mi°•w'wmo& Jdr .■+�r�e/e�wowdpr..wawastpwfiur Alf ine 4fomrdm►NW&d glow d ow I"ewyat 1 L �f K BancPallasM QU•zm6irg Deus Q e�lh K1MMwrfIrlD M Qmobwaum's ofta OSM� . asllYq°Ia p�oaiii vMNia 114 []�' i IHE,�y Town of Barnstable Regulatory Services HnarrsT"LF, = Thomas F.Geiler,Director - aUss. 9`�pfo,19.�A`0� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508462-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. II Type.of Work: Cl PC-1—CIA AA.l-i ran 1-1)11 S Estimated Cost�1 -2,_-b3 � 1 Address of Work:_� LA�, �C_P _T 1 n_ S JY1 S�L S Owner's Name: 1((JG�1111� Date of Application: q - (� I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 r RfBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the r11,1he owner: 1C, S n1 Date on ac o ame RegissztratioonLNo. OR Date Owner's Name E�o The Town of Barnstable o. Department of Health Safety and Environmental.Services �.' Building-Division 367 Main Street,Hyannis,MA 02601 , ►8-862.4038 18.790.6230 PLAN REVIEW >wner: Map/Parcel: 02-8 /V) roject Address: 3 c`s akQ� IZSA Builder: eat (be following items were noted on reviewing: /D13)63 .v ' RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings;Additions $50.00 Alterations/Renovatious $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= l I n x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft. ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) (�p Permit Fee J��a ��nnrnrn�aerr�/� o, .!G�adJar.�iade%t~d BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR ' Number: CS 071165 Birthdate: 12/20/1970 Expires: 12/20/2003 Tr.no: 10164 Restricted: 1 G CHARLES R CROVO PO BOX 485 � OSTERVILLE, MA 02655 Administrator i ��\ ✓lze �anvnzomure�t�// a��/�irao�uaellp . -f�=- Board of Building Regulations and Standards license or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 111235 Board of Building Regulations and Standards Expiration: 12/9/2004 One Ashburton Place Run 1301 Type: DBA Boston,Ma.02108 D.C.BUILDERS DAVID CLEARY 411 PINECREST BEACH DR E FALMOUTH,MA 02536 `` � Administrator Not v lid witho ignature • _ wise �a �i•"vi7d.3:c�M4. i �/ae �o�moouveu;�/ o�,/uaaaac/u�oet72 I BOARD OF BUILDING RI=GULATIONS 1 License: CONSTRUCTION SUPERVISOR ' Nuinb0 `CS O42560 Blrt*tec161/06/1957 0h6 : U1%06/3b04 Tr.no: 14496 ; ii) Rr;StricteiJc`00 DAVID A CLEARY 411 PINECREST BEACH DR E FALMOUTH, MA 0253d Administrator i � 1 s The Commonwealth of Massachusetts Department of Industrial Accidents Office 0//nyesti92tions 600 Washington Street - - r Boston,Mass. 02111 Workers' Compensation.Insurance Affidavit r o a a . t, ME UIM name t a n \ C" location �1 `1 C-o �A` _�-� clri S L �Y �/ 1 U� ��� Q��S phone# 7SK2 �Pc` �. I am a homeowner performing all work myself. [] I am a sole proprietor and have no one working in any capacity an employer providing workers' compensation for my employees working on this job _ h . A^'bu r''4 r'Si'r Yl "1 a`Tr+�,t �`y ��- ,•�'s Lam?, '�F. s .' .-.y kF ` •� #! " t xru 4'�'>+ i..„ F$j t L4r .';:'��.:.q ,,��-** � ?- a t �.l'y,'`�5•l,}.gr,�•7 "k` f 4'L f - h^,1` :rry �L' t)'+i" x��� .a_ n •* tw�2 �z "4 .1-,,a F -{�' Y y F'>•�rY z. r'!y- fJ,� t < '• `z •Y` '< �' tv} ;a ��rx E� a�rt.?�z:S};r, •Y�� - �- � �'^t � �et� ..con a.n:fa'a'me _.l .. c'- , fr o ! ,ac K s t k �?F� u ter TA'' '' .� :'. {h �k+—� wrgr.y{ .k• ''l�'. �?fi:r rt"}y--.4.-,sa ' .'�{< r{�cS fi t'�^ �� 'lh;' �M4. ,F gf'tir q r 1r r{e r ii{4�..�rc�f� s,�f'L M'M k �u� Laddr Srj gls: $ tm 5 E a 1r 3 vF t t+ cK.i vyk � +� s G1 fir} r�y[r '- rc" _7 .ri .901. r itA'•YY, r t e a ''. `� a._ - 'St "sl.. t, iwi 3 j,„F.,.� ru C •s} hone##'hr e fCl s b iups aw J .'f.� -ra d^�• i+; `'rf 1 �a , ' `� �W``�' 7kf '�'[ds w°.+`:5 J•r'..e '! ��•, :.' x ..`�. �:;M;3 t ri rr �r`�!: O.11C riK3.� 1'�' � !r!�.44 ART su raiice.eoi [] I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices ITEM' vm*.: ry ,e-i- E 'F t }+fraas +, T.rra�L ;`•Y,* 7 t }'s+r r++rX a.R t N' .''TI- n tom+. n7t "t tt�a•.=.r..: "r` ru'L>y ; .. x� I .`:n*+..+'. �r f,�$ y.� A> "'4�rT-."'i� .c k7R'rF`°h r i 4r1�:. .r•, ,r� �u'L� E. },r.}7�» Y',.J4'�. ai nQ i;,.- :,S,3 ar �iN "'y,at,; t�tx k `'C .a'tq- et '`•�' Y t a+- `' -E }'n1 s r r t+ r� t -, t a'�2�'- SL Lcom an ame f� � A x t + a a � , �+ z a ,.:x. t t a t ..,,}'-1•q-�}k9s 1,r� ,s3 R.n't;,'�5+•'Y,,.�°4�-J•..:.P,x•e C-.`�""L' �'4+"0x�iG)turF-..l'IYjF„� yq�4}�t'J 7a� r J'rJkt �'.+ k.r 1�.� r,.•:a,e3 .S rs '�'... •u •v!' f` •M }}}��� `h' r u.. � 'i�..Y��. ;.t}'V^y'- `h_ ��-S,r.r"',`ryi:4jiv'�! *Y n',✓" ,��,..t.lt.if�;:�L'YCRrY..jr L�r.;lrt t�tt w 1:4Y 11•�'L Y'{ �'T' �f,4�"�y�t�..l+..n�.v�+•^y �,E � ;�y�J.~`Yt��. b'r`4rl.rl,IrA,�c ra�, MrN SsYt �I s gl �'rta I.y•x�L��'rx r;11� C �5 Sa 't, ;J �+^- !'jv jb• Z- 1N'7 }P rY Ktr'... vt'1�.se rLt G.'li^.dtn'`#t�9'r•''f ffl�t]reS hie es5i&dsrcty�Rs .� a' ��Cas-.-w�u."�����,'� ^pb�,,• � n � ,�c ��' ,r".�. r��. 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L r'su r}a�� i d•�?� �r">�+�,3I��,cdF '�}�' f'• x-� S'h"..- �'`r4'Y• 'a'. }^e"` �L3h.k.U,,!�-�� N�y fV:.. ^•�Jp3't �rn•?y,�c. 0 .r8l-I ±L°i jMN •t�C ..+ .r >4�dJ;3r+x. �n�Z 3. •tom F 4k ",LG'� -hni. ^ fy?F.a.X!"'A',i iCom: SO sil'aroe N Y !airy O r b .4 r 41 i b��!s' rf ir�'r' ��L f v- N rc:iC•+s i r fyV}Jvt,a sit' j rH7yi a :?; t•,.s,t Y`'3i v+. i 1 §8ar•';...11?r'?'3r. .r. :,n --.r5 a 'h '£ ti"Xs1`Z 'f+` k_,$•�'.L,y •i .. +''e9.,s,.s�'�;�. p [,' �.4S7ti �, 'Y'� i� 'r'-f it,k`.''•sv rat + cry' r k r 3 sr r `Ss�wr ,�t�'}d . :µ r.�.t. �'' �,1�. �� �aYc• r '. G•+�'�' .{Cr+-1 ! r�Y '� x'S r... �xa r,�t''F'�� "t-� 'v_ ea ti� na•�. .tC't� •'�+i:i,fir. � � �uY°9".�; t.-, r^y stfd' 4 " ', t+�i� a�elr@ss �>: "�>�,'�-C.� T O3`- > r . .-r � r h# rs Y y ��. ,t�R•,ii J �>v,, :rct .y � .S I ,T✓�a.a, #.e��„-t'?}� '1 x-��a4-f..k:.• .y r a .��t i.i•^A-•. �£��.t v 5.r��� 1- ki �d.��'�J t'� ,'`h S t ,,h-*� �.. r .i+'^ r �'1 ! .r a�-> ��' - �+ d" Y ' ri d^�.-a� l.X:r^��3-�sr':�� .do Svi �[' �+ .4, xrr.� .-: t� .re Y•�..�i 2i� �'} Y��'��r:E�f�} ^L`H�a.nxt-1'e �,1'�rk Aq �j `F+s �L's,�y� �" S-y1 ['"' 3'�'7."•R. `�`. s,� {,.pr-'i.`•..x Sar 3 a rot. d.nr y>T' ..9'' s d �. 3 ,'xh '`A}'q� ` `mow r. f vc 3 •C Y:,c'��,,y - `� 'r �-... .i M4 �},'.k, �t'L� � r v'� � � �. �d r,; - �ri .a';:s c ,•r .!: rt,,h. x .+:fye.r x-d ' � s i :t'„5r yurf'+4ffwf`Hi��ISf''�;i`t j+-_d"'"'yrrt�i�,jf�; tuL a� 's xtibh G''e'SsaN�+ y }L •f:x, a,,.�nr€r3Vh:�..:s?n... '. a,,4' o.t. 'Mz3r.M1.as' tL Y`R :.t at4 r. r �„ ,+ v -c�.tt {✓r�F P� +1`i t gY �: S- .r»-, "d".s�,�Sxas? Si-��3 `"5�..t3�� b> `.4'r J �St`'a,Jy 3 �x R`t � b 1 r".rl h r e'lC�'Cl `•'trT"�.. �3'4. 11+s}s h''ij' }r rsz a>`.�r#�:���a e� 5`,� ��s'a��°dti. , vdL6 ° ti�:1� -°�� ti� � s .�x`' "'�` .} r4.nfii .n .M CxJ L5 dIIC:.I �.�:.:'-.5.:.r,...-..ri.'•t.. �i"nSllr�anCe:CO.,a�?rtt�'^x -� �'- �. h,:..x..•Y`+`J:4r.rr.::,.,:.�:a... .-_:.<.. -..-r... _ �...:. : Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition o[criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby ce I under the pains and penalties of perjury that the information provided above is true and correct. Signature Date � Print name Phone# official use only do not write in this area to be completed by city or town official city or town: - permit/license# I—(Building Department ❑Licensing Board []check if immediate response is required ❑Selectmen's Office ❑Health Department - contact person: phone#; MOther (revised 9/95 P!A) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the-"law", 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 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage,required. Additionally,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 in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns 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. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406 +?Phd N.1 2549 P 1 UNTULL COMPAtIIIES,, EI ( I) l�E_—Rga Eltat,6 UELoPmEnt 776 W LI SM4,DAW116,NA 02655 Tel:50642anas-Fax:40542ea4sa vnvw.du r hillroab garo.com - .._.. __._. PROF'O_SAL September 23, 2003 Thom Barrett C/O Joe Regan 11 Leda Rose Lane Ntarstons Mills, MA 62648 Re:Tree house addition at 385 Wakeby Rd, Marstons Mills Build exterior staircase leading to 16X14 framed enclosure with deck area on side and back to support hot tub as per plans from Michele Tudor dated 5/8/03. Include deck style sona tube supports for staircase and enclosure. Materials to be PT lumber for supports and staircase system, PT 5%"XS PT decking to match existing house, 4X4 posts for staircase, clapboard siding and black 3 tab IKO Aristocrat roofing shingles. Siding to be herringbone on gable ends. Electrical service though allowance of$2,000 for hot tub and enclosure. Structure to be built to as open frame only.Window and door opening are to be framed and trimmed only with 1X5 in order to accommodate aluminum screen units. Price does not include: Engineering Permitting or fees related to Landscaping to include possible rock wall under stair system Painting of interior or exterior Insulation or drywall Plumbing or HVAC Re-location of hot tub Window&door screen units Total: $22,980,00 Please sign and date as acceptance of this proposal. Construction start date to be determined upon acceptance of proposal rre Date 'yam W�h"o-:.n�mv.e.W.e.W,b eo-eWev�ebrw.WW, Lo-we bWar�.e.eo-wrr.o-mr.o-, w�v .Wr.ws.+weoW.s.m�.W.ere.P++a ' •��`�N' mr.won W.m Wt Wrmammlr.earxao:mn:er @kKAS � .. � •.aw m .n° "trammv��m.�a.v:rm..o..s. .. ��D'4v::WJr_ � .•.•.hPrcvrn.umeenmmvs. hman n4­IPAB*'_ u �..rm:�an'tie'.ID¢®Wisher. • I •ta4m0 Vlvhbr.ewrvrwberYea —2r-IO rv-'.I��JL�.1NVLt. �y,,��r�,� v�uub,nasa..xnoyW„t n+1.a W.®axua®wncu Wl' .. r �m•ld°w o.i�wera�.r..W.n sh . r � �IIL:Wfkns';'Sa b� A a¢�'aewnraarn.m.e,.uwam�.WW..ny.:.q.eeb,Wr r4 R- wevew r mea.m v+u:vmmrr.mWwrn.m,.wrva r➢veneW' � �T.m^i`.�slt it -- -Znufet'ri'TDiFl.rr..... 'n.Y� L�pOWW�up:�v�e�ab�,.•a�r.�o.tlo.w�mb��WUW maWm Woos:.W.We..mm aa�w.y�WW .s�Ya-f_Czsugsaf CTi.DC _I .L�"MAYi Ai_RaQD — '—'�P¢dWl' - ....rb�-t RIM ___.- ._ _ w•y rm:a.z; .._..._. ' O IMICAL QECK FO NDATION 4 FL M4tLk NVLsI�• . . . �I WRY 3` A�«P{ `". 1'L PROPOSED FOUNDATION PLAN SHOWING FIRST FLOOR FRAMING PROPOSED ADDITION 1,-MOROSE tN�MM6rON9 MRLe,LIA O]EtG .. MICHELE C' T.UDOR, P.E. Consulting Strualural En ineers' '. CMM n LwE CDffVK i K6SDEHi15 otat.lsanm-mei . Dwn+uor I ' � • 1 � .'b".b.�s�,ie�see�.r,�bue.woauaueua_®.a.reerb� m�b�b.P�h,rte.t�6esemmwaWewwwb.��..aa Web °.D�y.ar N��l ea�ev+w WiWaauOCreuma��°iYr�mwtra •°ly •.��n F fil..1a19 o"i o'er 20 I ' ELO,W,T ION �' , ,may p,o•.._ . I . 1 -� •' - PROPOSED FOUNDATION PLAN 4 was w "� e � 't• "V'•� � SHOWING FIRST FLOOR FRAMING PROPOSED AMMON R II wnw b ��' ]BS WAIQBYROAO,MRROTONS 1mLS NR ' • 11 RED ROSE�W..reM8rOR91A419.AM®a0 MICNELE P.E..C. TUDOR,.: +•r•,•� Consultin SiructurDl En ineers 11J OOIMCO�D IML ffJn0.e11L 4KSCiIH115 OZGY(lO!)PI-)®1 . DFrT., AT —.,Ay .. NwJe xOmwT. etas w 'S-2 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION MapC T Parcel o.%7 Application# Health Division n Conservation Division Permit# Tax Collector Date Issued �Jv Treasurer Application Fee _ Dy 6D Planning Dept. Permit Fee '� 6 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 3 g.� !N a a Village HIS Owner 7�N Address 4? — UN4 A Telephone � � �0�� l S —a l y 33 Permit Request =g/ (;Z 12 e - ),,&!� S W tIti 4 Poo L -a O1 0 G !i0 t Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Sao stf+ Zoning District Flood Plain Groundwater Overlay Project Valuation 3 0 Construction Type SUJ l MAA I AV) �Qa �-- Lot Size `A I a �+Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure a D Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes No Basement Type: ❑Full ❑Crawl XWalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing �3 new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: )(Gas ❑Oil ❑ Electric ❑Other Central Air:- Yes ❑No Fireplaces: Existing New Existing�wood/coal stove: ❑Yes ❑No ✓✓ �� , B X/6' i Detached garage:❑existing ❑new size Pool:❑existing new size O f Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: �. Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ c Commercial Cl Yes )(No If yes, site plan review# Current Use Proposed Use y9.0 3 SvA.clz_er�S.e- A*UILDER INFORMATION 2 Name SW %&I M 1,AJq /p DB�4_ s C� Telephone Number -7 7 Y3_3 p 3 © <o S� 'Address O License# cST``v J 0Home Improvement Contractor# �O Worker's Compensation# 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO cS r.�_ SIGNATURE FOR OFFICIAL USE ONLY r -,Y V j,JPERMIT-NO. DATE ISSUED MAP/PARCEL NO. " ,- \ `217 " ADDRESS ,VILLAGE �j 1, ,- -! �_ ' `` _'� - .�•�,,, r'-� r r. OWNER.n TT DATE OF INSPECTION: FOUNDATION �e�i�lS evo u!o ( - I FRAME / _ } - t INSULATION - FIREPLACE S " a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINALBUILDING -( DATE CLOSED OUT ASSOCIATION PLAN NO. l i I A V TT u %7A J.+baa AAP a.a. PaAw. TpIE Regulatory.Services Thomas T.Geiler,Director 9 :165 �� Building]Division �pTFD►�� '. Tom.Perry,Building Commissioner .200 Main Street, Hyannis,MA 02601 www.towAbzrnstable.ma.us. ice: 508-862-4038 Fax: 508-790-6230 Perzoit no. Date AFFMAIM HOME IMTROVEMENT CONTRACTOR LAW -SUPPLEMENT TO PERMIT APPLICATION MGL a 142Arequires that'the"reconstruction,alterations,renovatiozi,repair,modernization, conversion, iraprovemen# removal, demolition,or construction of an addition'to any pre-existing owner-occupied blinding containing at least one but not more than fora dwelling emits.or to Structures which'are adj aceat to 1 such residence or building be done by registered contractors,with certain exceptions;along with other requirements. r g Qom,, .Type of Work, N / 6V N Estimated Cos «�� Owner's Name: 7—V \1 ' 3 Date of Application: . I hereby certify that Registratign is not required for the following reason(s); []Work excluded by law [•Job Under$1,000 OBuilding'not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OVEgg PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT FORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTI'FUND UNDERMGL c, 142A. SIGNED UNDER PENALTIES OF BRJURY I hereby apply for a permit as the a t of the owner; ate Contractor Signatme. Registration No, OR j Date Owner's Signature Q y, s,{Ts:homezffidzY Rev: 060606 I 31 /, Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement,'Cbntractor Registration -- Registration: 130666 = Type: DBA Expiration: 4/6/2008 The Swim Pool Spa Sale & Ser, MaketGrp Steven Senna Box 3612 --------- -- _ ... ........ ... . .. .. E. Falmouth, MA 02536 Update Address and return card.Mark reason for change. Address 0 Renewal Employment L; Lost Card DPS-CA1 0 50M-CWGS-PC8698 ✓fte iJomtmz-eaell 00✓l/GRJORGtude�6 Board of Building Regulations and Standards License or registration valid for individul use only = HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:. 130666 Board of Building Regulations and Standards Expiiationi_;4/6/2008 One Ashburton Place Rm 1301 Boston,Ma.02108 The Swim Pool Spa Sale`&Ser;:MaketGrp Steven Senna 435 Waquoit Uwy E.Falmouth,MA 02536 Deputy Administrator Not valid without signature . 1 • 1 i Mar 14 07 10:15a SWIMMING POOL AND SPA DES 508 778 1230 P.1 OFZME Hof, Town of Barnstable y Regulatory Services rM Thomas F.Geller,Director "lFo •10 Building Division Tom Perry, BuRding Commissioner 200 Main Street, Hyannis,MA 02601 pvww.town.b arnstab1 e.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner.Must Complete and Sign This Section If Using A Builder i as Owner of the subj�crproperty hereby authorize s V`' I N ej' PC)G a-S rat 6,C)SIAo act on my behalf, in all matters relative to work authorized by this building permit application for. A AA (Address of Job) i - /tkM_CL Z�� 20 d f Owner Date Print Name Q�FOR.nsS:o WNE"ERMISSiON The Commonwealth of Massachusetts -- Department of Industrial Accidents off ee oUHNSM929oOS Y 600 Washington Street Boston,Mass. 02111 Workers'Compensation Insurance Affidavit csaALo> - yeas Job Location. 3 S° 0. b 7 C,— name:T O th- .�ar��_ S�,w.M�_�7_�,r,�t �..5 Pn 1�.2.�5•t a..] location: �r_G. city �, /`� S © �to 0 phone#\�Sy �-L133 I am a homeowner performing all work myself am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. companrname: address: ..,...:.. _ - - - - ctty: - _ - - phone•#: I a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who h the following workers' compensation polices: lam•` -com any:Heine: M• ( /.Y �.� - address: ...: .. :: ct / V insurance co�� <t �`� -� l - policy company:name:. ..:. address.: city phone#• insurance co. policy#' Failure to secure coverage as required under Section 25A of MGL 1.52 can lead to the imposition of criminal penalties of a tine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification ,�4 . I do hereby cert under the pains and penald of perjury that the information provided above is true and correct. Signature Date Print name Phone# ��O/ �S-� / �-U official use only do not write in this area to be completed by city or town official Lcontactperson: permit/license# nBuilding Department ❑Licensing Board ediate response is required []Selectmen's Office ❑Health Department phone#; flOther I OCT-27-2006 FRI 09:50 AM ALBERTO INSURANCE & R. E. FAX NO. 5086730734 P. 10/19 10-26-06 06197pm Frwr•AIG +973 331 Boll T-510 P•009/019 I F-218 . I �yt •tip_ ----rn-•- -+--;'.,' +;—a ^ S j'T:r �' •.flj f'n : y;b, sy=k�••r r..•__.w ---•-Y^�,L�; , •;r I ''�' ylA.,f'l: 0 r y �•:+'�'i I•ki:r..�+; •r\,�} ' •�,.; ,,. •��•I�,..?�I e:�. rj,,,::. �•. 9;•ht' 1•If} '•'•.r I, ;.�' r 10• ti•, '1:i'>• ,l��;IrJ'.�._yl•'•,,,� ��o�ae(�4 A. p�tUpUGER THIS CERTIFICATE IS ISSUEq AS,A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Antonio F hlberto Ens S RE Aryen�Y t 101 CEf<.ti'liS CERTIFICATE DOES NOT AMEND, EXTEND OR ,IZO 54Af1otd Rd ALTER THE COVERAGE AFFORDED 8Y THE POLICIES BELOW FjiII River,MA 02721 COMPANIES AFFOROIN61N9URANCId �f COMPANY A GRANITE STATE INSURANCE COMPANY ;F IW6U6�I�fa� ptsven.Svone 08A SVAIYVMfnl Pool&SF]n DesJor, 103 Enlerpfl�Rd ' Hyannis,MA 021301 - -•--- "�-_�-�• �j•d:1::'I' � Y.��.'.�. I:,i w.p ' �.i•'.. fv,':. I ;I 151,e,. .,:.+".'' . cr�y�RAc�1:s.,-...'�"=•_ ' :+. . . ..�,... ;;,;!,:':err'. �.,11 .•.,. :>•'-',',:Fnl, ..�;•;.�•. -;. :. THIS S, TU G}!K F1t]Y TFIAT THE VOLICIES OF INSURANCE LISTED BELOW IIAVS KEN ISSUED TO THE INSURED NAMED ABOVE FOR 11iE POF ICY PSK u0 INDICAYED,NOT WFTWSTANDING ANY RCOUIrteMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER ROCUfNCN7 VUITtI RESPECT 9'q WHICH CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE NOLICtOS DtbCRIgC'0 I•JERFW IS 8Ui1JCCT TO ALL THE PERMS,O(CLUSIO145 AHL CONDITIONS OF SUCH POUCIES.UMfTS SHOWN ' MAY HAVE;BEEN 14EIDUCCD H`r PAIn CLAIMS, AP.OP 111AUe wb^ V-0 t11 R P V k DA P011CY fbIPINA M A I] T{&iY1MFGII ATI it �.1 1T7a NO t gtYL�%YHtt9`LIAQlI.fi'Y l,t:rlwr�ICT3Nl a i+��'�f�,1.'"•r r- 'e• �;•;•;IT AATNUASIPaF;W11Y:: ... ''l'i t�• .r ' YATUTORYLIMf1'e .�j„fr'`•,..jp�r';�;;��.,••t,..'_:' I 16.24763___-- 10/05/2006 10105/7007 M pAV#4"rnp,luparnnnl0*. CMACCIDOW $ 100, uIAFJIsRPOWCYLIMIT T l00,00 '•' _ _.. ' �G oYett 100 D tc�C1r1ft1 rt5F 0ff155 ONSNfHICCa7PfCT�`IYk•14 J r I Ci RYIFICA'M HOLDER CANCELLATION 9Nom ANY OF THe ABOVE noccomea POl1Cte6 BeCAhIOAUED BCFORe TMN I ToWld of 9ARNS1'AI3L� i 367 MAIN 31' EXPIr1ATION DATE rltr_AEOP,THE IBBuiNG COMPANYWILL BNMVOR TO MM4)p HYAN NIS,MA W1301 DAYS WRrMN Nome 10 THI CPATIFICATU n000A kAMW TO The LIIFT,BUY } FAIWNQ TO PmL wrH wamt sNALt IMPOBE NO 08UGATION OR LIA01 VTT OF t ANY jUn WON TH COMPANY,ITS AGCNYO OA aeMEjWtAT1VRB. AUTHORIZED REPAC-Skd�rAIWE . i r 1 � r 1 40 dk; C'ecs--� Jig VT owher I (� U v Postal • RECEIPT ILn (Dome�-fid'Mail Only;No Insurance Coverage Provided) Lrl For delivery information visit our website at www.usps.come N T tLI 4 Lru , � V n Ln Postage $ $0.44/ Certified Fee $L. Postmark O Retum Receipt Fee H� ,p (Endorsement Required) $2.30 O Restricted Delivery Fee O (Endorsement Required) 07 rl- Total Postage&Fees $ $5.S9 2Q11 i� Sent To �" r� �/f r-a VC�1............... -------------------- Street,Apt.1NO" yn�.,�� / -- or PO Box No. `` �d �Lri ary, ziP+ -------------------- ----------- ------- PS Form 3800,Auquqt 2006 See Reverse for Instructions Certified Mail Provides: _ ■ A mailing receipt ■ A unique identifier for your mailpiece ' ■ A record of delivery kept by the Postal Service for two years Important Reminders: '• EJ I H ?S j r,.�;' ■ Certified Mail may ONLY be combined with First-Class Mails or Priority Mails. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested'.To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. - ■ For an additional_fee,,delivery:may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery ■ If a postmark on.the Certified Mail receipt is desired,please present the art,- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT,Save this receipt and present it when making an inquiry.- PS Form 3800,August 2006(Reverse)PSN 7530-02-000.9047 N► �"E Town of Barnstable Regulatory Services sasri&i s hs � Thomas F.Geiler,Director. 1639. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October.31, 2011 Joseph Regan Ocean Coast Construction, Inc. 11 Leda Rose Lane Marstons Mills, MA 02648 RE 385 Wakeby Road, Marstons Mills; Map: 028 Parcel:109 Application#201105577 Dear Mr. Regan, This letter is in response to an application submitted to do work at the above referenced address. Unfortunately, the application can not be approved at this time because of a discrepancy in the supplied documents. Furthermore, the location of the.structure is not in compliance with the Town of Barnstable Zoning Ordinance Chapters 240-7 and 240-14. If this office can be of any further assistance please do not hesitate to call. Respectfully, Robert McKechnie Local Inspector 508-862-4033 tKE TOWN OF BARNSTABLE ' Bullding °�► Application Ref: 200701785 • • Permit * BARNSTABLE, f Issue Date: 03/30/07 9 MASS. �ArFC MAC A Applicant: STEVEN SENNA Permit Number: B 20070612 Proposed Use: DEVELOPABLE LAND Expiration Date: 09/27/07 Location 393 WAKEBY ROAD Zoning District RF Permit Type: POOL INGROUND RESIDENTIAL Map Parcel 028108 Permit Fee$ 60. Contractor STEVEN SENNA Village MARSTONS MILLS App Fee$ Lice e Num 130666 Est Construction Cost$ 3 80 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INGROUND SWIMMING POOL 20'OCTOGON AND 8' A G THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: VICENTE, RICHARD L 81: BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 49 DEVOLDER RD INSPECTION HAS BEEN MADE. MARSTONS MILLS,MA 02648 Application Entered by: RM Idirig Pe Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health i TOWN OF BARNSTABLE Building i °�• APP lication Ref: 200701785 Permit &MRSTAB Issue Date: 03/30/07 y MASS g i639• Applicant: STEVEN SENNA A Permit Number: B 20070612 Proposed Use: SINGLE FAMILY HOME Expiration Date: 09/27/07 Location . 385 WAY-EBY ROAD Zoning District RF Permit Type: POOL INGROUND RESIDENTIAL Map Parcel 028109 Permit Fee$ 60.00 Contractor STEVEN SENNA Village MARSTONS MILLS App Fee$ 50.00 License Num 130666 Est Construction Cost$ 35,800 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INGROUND SWIMMING POOL 20'OCTOGON AND 8'X16 RECTANG THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: VICENTE, RICHARD L ez BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 49 DEVOLDER RD INSPECTION HAS BEEN MADE. MARSTONS MILLS,MA 02648 -- 48 Application Entered by: RM Building Permit Issued By: �'— IL THIS PER IT CONVEYSxNO'RIGHTr,TO OCCUPY ANl'`STREET„ALLY"OR}SIDEWALK�OR ANY.PART THEREOF zEITHER TEMPORARILI':OR P:ERMANENTLY ;,,..,;is,�'� '.t,�:x�...;:• ,3�tz5��. '�:a?�>S2� ENCROACHEMEN,TS ON RL?BLIC PRQPERTYe NOT,SPECIFICAI LY,PERMITTED UNDER{THE BUILDING CODE3MtJST BEAPPROVED BY;TIIE JURISDIGTIONi '�n'�r:X-w,.Rx va:Y,;:, c iR'S' >>5 '. Y» >.'unKx4k:5`,t,ys ct.w,.`.usz tt':i£t:s•r :,:�1M^!;:xrF'sc.�F.m'"k Jk_s:s;'a�K "r 'j SD ..r>-..:.iu STREE,T�OR¢ALLY�GR�ADES ASrFWELL�AS DEPTH AND�L=OCQTION OF PUBLIC SEWERS°MAY,BEOBTAINEDiFROIv1�THEzDEPARTI4IENT OF-PUBLIC'tWORKS:;i s,...re.,..>J.s..36 �.�'r3, ey..,.•u.wtrex3s:4'..?>,.?k:zah`5&'�i;,-L:i_' Y'ra....,aT.1;. 4.,,,,:xw.; �....H�'i',sw i..?3:uS,'4-.�,.a'>-,z�:'fi:,'v:.K>S:.As,.�.;t:a.�i.�MiX2Z�'fe :::`"Ypt?!..vamp`.aq,...�s..�»e:+: 's.:....:3:i�i+h�.:.-:...i..c£+,Ti?x,:e`$:�: .. THE ISSUANCE OETHIS PERMITT=�D.OES NOTiRELE.ASEITHE APP)•£ICA'NT FROM THE CONDITIONS�QF,ANY APPLICABLE-SUBpIUISION'RESTRIGTIONS``'� ' I.tia:«.F�.....F..h:;;•,FrSkkcE-ai%'s"w..•-c�,.�:.�kw�r.,;;.�4Ya::zrrsa:�aa3;*z -..£;cy'.�r ,} ;s.:.u;dr.?��.f'f:sY:F�,.r.,'_...3•st.?.x:c sr;:%;+xvs'fi:21^2;"s >.v.}...q..�p.'��•,t.';rlluL+.§..tYS"i;-cfieK... :ttr,-w".h»„'�nl�'�`,�..riY..,...i:.8.;.'„i.. <. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY, r WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). a BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 ` 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health rr LL BUILDE Name DCO/l.Q r Telephone Number �2-- Address License# �ll $ nS �plc dyi (� Home Improvement Contractor# r Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i r SIGNATURE DATE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Vu Parcel 0 ` Application# Health Division r Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ,✓We Historic-OKH Preservation/Hyannis Project Street Address Village Awfi V6 Owner Addresst� �?� / Telephone 1�] — �Z�� l —,Ito" 0z,30 Permit Request Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation mo Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: Cl Yes No On Old King's Highway: Cl Yes ❑No _Basement Type: *Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths. Full.existing 2 new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: P Gas ❑Oil 'l Electric ❑Other 0 Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove(: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing# ❑newGize �- Attached garage:❑existing ❑new size Shed:5 existing ❑new size Other: W Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ - '> Commercial ❑Yes ❑No If yes, site plan review# ` Current Use Proposed Use f CAD w rr BUILDER INFORMATION A �/ Name '('­)71"� IJ� Telephone Number Address License# Home Improvement Contractor# t B'7 ij OZ� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO '&oIg- 6 SIGNATURE DATE U • O ' r FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED I '` MAP/PARCEL NO. - ADDRESS VILLAGE OWNER' i DATE OF INSPECTION: FOUNDATION i'Z�lal �tv FRAME 11- Ld R L INSULATION FIREPLACE 'J ELECTRICAL: ROUGH FINAL + PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING (N ��LlQ'�a •. ;y 'h DATE CLOSED OUT ti. ASSOCIATION PLAN NO./ A i ' \ A/l.G {..V//L/1LV/i/YGWLLli Vj lIl LLJJ KL.lLWJ GLw , Department of Industrial Accidents _ Office of Investigations ' a 600 Washington Street Boston, M-4 02111 www.mass.gov/dia ' Workers' Compensation Ijasurance Affida-vit: Builders/Contractors/Electricians!]Plua bens A " licaut Information Please Print Le "bi Name(Business/Organization/Individual): . 0 '. Address: S^ W PO City/State/Zip: (M.t�lLS i7v.� AA r A1 (� s hone:#: Are you an employer? Check the appropriate box: Type of project(required):, . 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(fall and/or part-time).* have hired the sub*contractors 6..❑New.construction . 2.0 I am&'sole proprietor or partner- listed on the•aitached sheet. 7, ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition ' working for mein any capacity, employees and have workers' 9...❑Building addition [No workers' comp.insurance comp.msurance.t' required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions '3.,N officers have exercised their I am a homeowner doing.aII work � 11.❑Plumbing repairs or additions • myself. [No workers' comp. right bf exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13:❑Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a uew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the'sub-contractors and state whether ornot those entities have employees: If the sub-contractors have employees,they must providt their workers'comp.polidynumber. I am an employer that isprovidingworkers'compensation insurance for my employees.-Below is.the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic,#: Expiration Date: Job Site Address: City/State/Zip: Attach a.copy of the workers' compensation policy declaration page'(showing the polity number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 cart 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 maybe forwarded to the Office of - Investigations of the DLk-for insurance coverage verification. I do hereby certify under the pains•and penalties of perjury that the information provided above//is true and•correct* Si afore:. Date: Phone#: -' v W 0 — Official use only..-Do not write.in this area, to be completed by city or town official City or Town: Permit/License# issuing Authority(circle one): 1.hoard of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6.Other ContactPersoa: Phone#: Information anal Instructions Massachusetts General Laws chapter 152 requires all employees to provide workers'compensation for their 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 in a joint enterprise,and including the legal representatives of a-deceased employer, or the TeceivPr nrt,tc ee-of an individual,partnership,association or other legal entity, einploying-employees. However the owne.r.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." MCTL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewa of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant-who has not produced-aeceptable 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 presente&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-contiactor(s)name(s), addresses)and phone mimber(s)along with their certificates)of insurance. Limited Liability Companies(LLC)of Limited Liability Partnerships(LLP)with no employees other than the ' members or partners, are not required to carry workers'compensation insura ce. If an LLC-or LLP does have employees,a policy is required. Rp advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pemut.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 Winter 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 submit 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 filled 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 bum leaves-etc.)said person is NOT required to.complete this affidavit. The Office of Investigations would hike to thank you in advance for your cooperation and should you have any questions,f- please do not hesitate to give us a call. The Depa�menfs address,telephone:-and fax number;- ' e Commomwealth ofM=a1z1USCtts Depaxment of heal Mcidf=ts' Office of Investigations 600 wa*igat€n Street Boston,MA 02111 Tel. #617-727-00.0 ext 406 ar 1-077 MASSAFE Fax*617-727-7 749�' Revised 11-22 06 www.ma5s•gov/dja . IKE Town of Barnstable Regulatory Services BARNSrABLE.A: Thomas F.Geiler,Director Y MASS. 0 1639• ,• Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print 0� DATE: JOB LOCATION: number /� street (�) f village "HOMEOWNER": il(�IM 1 J AS A�c-II�Ci� " '� `� Ago 6t?^S�o name (— p home phone#( work phone# CURRENT MAU-ING ADDRESS: (Y� city/town stAte zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance-with the State Building Code and other . applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Si a t e o omeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules.&Regulations for Licensing Construction-Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt /TME tvrrlA VA A.1aAJLLOL"LFJL%7 Regulatory Services y�uvszae . '' Thomas F.Geller,Director ��bp,fo ►�� Building Division Tom.Perry,Building Commissioner. 200 Main Street, Hyannis,MA 02601 www.town,,bzrnstable,mz.us ice: 508-862-4038 Fax: 508-190-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. I42Arequires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition'to any pre-existing owner-occupied bolding containing at least one but not more than four dwelling units.or to structures which•are adjacent to \ such residence or building be done by registered contractors,wit'n certain exceptions,along Rzth e+?per requirements. Type of Work: ! O Estimated Cost Address o7fWork:. 0wner's Name: / Date of Application: 4 10, [P-2 I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 F]Building hbt owner-occupied Owner pulling own permit Notice is hereby given that: OyINERS pULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMTROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c..142A, SIGNED UNDER PENALTIES OF PERJURY AD * as the agent of the owner; NQ Contractor Signature Registration No. Date r ature • Q;y,,Qfiles.{flrrns:homeafndzv . Rev 060606 385 WAKE - ROAD MARSTONS MILLS, MA. PREPARED FOR-. THOMAS BARRETT - APRIL 28, 2003 f ' :. MAP 28 PARCEL 108 AIAP -28 PARCEL 109' AREA=40,19Rf +?a �. .�31 •. . ` : '. � 15 ap r p :Y::• ,� // //// oo 30 MAP R8 PARCEL 110 I i i 6 I i I 1 I I I I i 1 I � � i 1 � • i 7777 ��ryNYff ( . •L�_�._..._:._l. - . 1 Y'n � 1 .f:., y � i 4 I� '� 1 , . .�. e....�1 j A - !' 1 ? .-4 ...F a..,r- v.a._.., "r `f. ■ ..-.fir. .i ••} _ ... '' f r. _ '` , 1 ( t r ( � o,�, ... ell If •1 ; i i • t 4. F - X F � - 'fV i GENERAL NOTES AND MATERIAL SPECIFICATIONS ' FOUNDATIONS: — I Ali workmanship to conform to the-r a e `or Site j equiremerts*of the Massachusetts State Bt�tding Code., late ocation and grading information, see Site Plan, by others ; lop 3 Soils: .assumed net allowable soil bearing ca ci ' Are,. g pa ty.'q =3000 psi, for sandIgravel compcz�t . other so*,,., ` encountered, contact the Engineer of Record. Compact backfitl soils around perimeterwrth a portable vibratory compactor Add sand/gravel mix soil, as required during compaction to provide final grading. =i. Concrete: Minimum 28 day strength. fc= 3000 psi, 3/4"aggregate, designed I Code, Latest issue. max, slump= 4". i9 per American Concrete Institute a..`r Steel reinforcing bars New billet steel; ASTM A-615, Grade 60-_ r.; Anchor bolts: ASTM A307 galvanized 1/2"diameter x 17' long w/2"hook, spaced at 4'-9'D.C. max., unless otherwise noted. i FRAMING. 1 All workmanship to conform to the requirements of the.Massachusetts State Building-Code, latest editi arcordance with Appendix C, unless noted he'rein.speciftcally: on. Alf nailing shall be in ?.'TimberFramina:- a, AJ new timber framing: Spruce-Pine,-Fir No. 2 with'Fb=t000 psi, E=1,300,000 psi;or better. h._Pressure treated timber fi'T). Southern Pine with Fb=1300 psi, E=1,600,000 psi, or better. Deck nailing shall be stainless s eei- and may use screws to attach deckingf aminated Veneer Lumber: All L..V.L.shalt be 1.9 E SIP. MICRO=LAM LVL(M.L)with Fb=2925 psi,.E=2,000 ksi; Fv=285 osi per=750 psi, Fc_par=3035 psi, unless other�rrise noted: :i. Netai Connectors: s manufactured by Simpson Strong-Tie Co.:shall be handled and installed per manufacturer requirements w,th all nail holes ' r;ed,with the r size Waif as specified herein; 4. Bolts:.(AS REQUIRED).. i -sits in wood framing shall be standard machine bolts unless noted otherwise Bolt holes in wood shall be 1/37 lacer thar.bolt i diameter Bolt heads and nuts shall bear on standard malleable iron washers, or square plate'. g v,ashers. All nuts shall be retightened at completion of job. Minimum of 2"wood edge distance is required all around bolts. ' 5. deader<4'-0"use 3 2 x-6 all other oer MA State Building Code table 3606 26 S. Structural Design Loads: i I head Loads-: Weight of Building Components i !'ve Loads Snow Load =25 psf-plus drift . 'Hind Load=21 psf First Floor =40 psf ii i " I PER PLAN I _ rA<--- Pr 65x2 I i r-- PT 4r.4 POST ' I PROVIDE RAIL i i{ AS REQUIRED DESIGN BY OTHERS I � i arIN, 1 P. 2, (2) 1/2'0 THRU-86LT i W/ WASHERS- AT ALL ' WO COCONTACTS --�, t OD PER PLAN PT 6x2 PT 4x4 "POST M PROVIDE RAIL IAS REQUIRED DESIGN BY OTHERS 27 MIN. P. . 2x (2) I/YO"THRII—BOLT Wf WASHERS AT ALL .a•. :: WOOD CONTACTS 2'MIN. � P.T. 2-2x PER PLAN F = Si11P501i PBS44 W/. 16d----+.-. NISH GRADF77 A. CONCRETE FILLED'SONOTUBE 'BIG FOOT'FTG. UNLESS SHOWN 07HERVNSE - TYPICAL DEC `` UNDATION . v NOT TO SCALE SIMPSON STRONG—TIE u S=To sma stssa a4a) 885 WAKEB Y ROAD v MARSTONS MILLS, MA. PREPARED FOR.- THOMAS BARRETT - APRIL 28, 2003 6 MAP 28 PARCEL 108 % r MAP -28 :PARCEL 1 Q9 AR1�Aa40,18g-4 S.F.l, � �r• 4/I/III/I/III/ t / } . 30 MAP e8 PARCEL 110 • N111 ,1 �O o 7- r /ll, L o a t• SILL f.L.E✓.._-___ FEET-40OVE POAD ®LOT' �LA /�/ F SCALD—/=yQ-DA T& 1�L�1- 3 r PLAN 2EFE�L>ENCE: 13.E/tiu $ool= 3// A99r /3 j yy :1 jJ K { (! I /-IE,eE$y CEX2T/FY TA/A T Tf-/E EXIST- /wG FOUVDA T/ON LOCL1 T/ON /S 00,eeZ As sHorVn/A,vO _coAvFoz yWirq ""�` ' •> T/-/E 8U/LD/NG SET$.4C.�PE.QUil�EM��c/7 �/ OF T.4iE TOWN OF 1.o T scT - c.00W6 4. { T.a yGorz Co.�`P 1,sr >142M0 urX1;qo.Qr,MA. _ 4 Assessor's map and lot number 0...-1. . .. /� ` P/ of THE t0 / Q Sewage Permit number 67// d� �+► ,�',� g •••• SEPTIC SYSTEM MUST E3 �y INSTALLED IN COMPLIANCE Z BAsaSTanLE, House number ...........� ................................................ WITH ARTICLE li STATE 'moo t6 9 ,• SANITARY "CODE AND TOWN °Yara� TOWN OF BA` 95'PXBLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .2........... .............................................................................. TYPE OF. CONSTRUCTION ......... . ......!J... .....CL' �r?C.................................. .................................... .........../ . ..........................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: LA- Location .....�J"`. ` .... ......... '14 .,. � ...-.../.'.l (.`"!` S ..!..'.l:..u-s.......__._... Proposed Use �� / Zoning District ......:.... ..............................................Fine District .... .... 4�....................................................... Name of Owners.l!"! 1.I V!?.... 'ter .................Address .. �2�.....................................ISP q,� S ............r'................ Name of Builder ... ! ?.1M......M./,ct�.1 .............Address .................................................................................... Nameof Architect ( ................Address .................................................................................... Number of Rooms �S C �t�• 2— C C• .. 3� !..4c.........................� .T.�. ......Foundation .. ................................................................... Exterior P�fzl�l.. L.�...a.. r'��1.................Roofing ....A-sp.................................................................. Floors ........1....'.. .....................................................Interior :y ................................................................... Heating F.K.A_.:..................................:....................t....Plumbing � � TJ� ................ . .........::......................................... Fireplace ..1V.C�..,...................................................................Approximate Cost .....J�. A-! ............. ....................... Definitive Plan Approved by Planning Board ---------------_—-----------19_______. Area ............Y ......... . Diagram of Lot and Building with Dimensions Fee ................. .......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 130AW I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 'A Name !..... ...... ........... e A28 100 �� 1 � vp � Maurer, W0 & � , El �Z���t� ' ~- . / . y No 20962...... Permit for .!:'-. . Dwelling � +* --------------------------. . / ' . ' Location ..R5..Wakehv..Qd^............................... ' . . . Mi7l� .---- '=^=`x. m^^.....~----------- Ov"ner Wi11i.a0"Mau[er. &..E.Tizaheth .Eu� ' � . Type of Construction Fram8----------. - . . --------------------------. Plot ---------. �� ----------.� ' Permit Granted --^Jw`Ntm°�—���'—.-.lq 7� � - _ � Dote of Inspection lq Date 19 ` Completed . . . � ' . PERMIT REFUSED lV� ----'--~—^-----------' ` _______~_______.�___,_______ ' . . . . -_..------.- ......................... . .---..—.---.---~.---.-----~.—.-� ~/ ' ` 'Approved lA ---------------- � --...-----.�-----..,.----.—..—.—.�. .- . . ' --.--.--.x��� ' ........................' . � � * ^ Assessor's ma and lot numbed=....... ..... ..�.�............` ;i ce! - ��• %� F pC%TN E t0 Sewage Permit number ..... Q.. ......................`............. BABBSTABLE, i House number '���'" q M'Ga::....................................................... 00 i639 9� �ji a- TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .......................15��rr................................................................................ TYPE OF CONSTRUCTION �.... ���1�"'..... . .� .,........ ~ ... . ............................................. .................................. / ...... ... 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following infofrrliation: 1r, Location .... N� �-, .. .... ......... r`I�; �a.►,7'rY-?� .' ...?, �.............................................................� . _ �. ProposedUse ........................,Pa h,........... .......... ..:.............................................................................. � ZoningDistrict ...... '�'�,,,,, ,................................................Fire District ....r..�...,..:.�/,............................................................. Name of Owner."; 6? !.�.�.? .!!► . .LNG '°l�.y ................Address ..- A?C 3.1.��'.......!� JCY.1 t ? „Ad�................. �: .....Name of Builder'„1��Ir;.,r;,:.....1!!��.�,+.... _. .�.............Address .................................................................................... vk .... rat-,�!z � Name of Architect ............... ............ . .. ..,.. ...............Address .................................................................................... Number of Rooms .�' .......•...... 1�, ......... .....................................Foundation Z4X 3� ................................. s?!�� " wa ( ,•S r l �'Z (r -h°' Roofing Exlerior :g................................. ...............L...................................................... Floors -� T.....:.:.. ..... .....................................................Interior ......... ..r- .................................................................. Heating ............................................:............:......................Plumbing .....:..:...................:.................................................... Fireplace ....................................................................Approximate Cost .... :.( ,.. ' ...................................... ........ Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. IL Name ...._ ........... ........... .................. ....... ^ ' - A 28 - 109 Maurer, W0, & Fye , Elizabeth ! No �UgO�-- Permit for V�. ..Dw0eT] ' g ` / � --------------------------. � � �8� �akp�v �� � Location --'.....~,....~.-----------. | .Mnr.s.wws. oill � ` Owner �aUrer), Type of Construction ......Fr.le......................... ` \ . ............................................... , � rux � Permit Granted ,] � � . Date of Inspection | � . � ` � /] PERMIT REFUSED /TRE i — . lV � ' x ............................... ......................... � y ) . / . . ................. ---.------------- .. �� . ----. .----- .---.—~.--.. ---- . ..... ' � . ° | � . —.—.----.—.—..—..----~~—..~.---.— � � ' Approved ---------------- 19 ` . ----.---.------~..---------. - � i --------------------....--.—. � � �„�• • TOWN OF BARNSTABLE Permit No. ---------------- ---- � e 4 SAUnA Building Inspector • Cash �Yl -- y °""Y11. OCCUPANCY PERMIT Bond --- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. .........................._, 19 . ._ _ ......................................................................._....................... --- Building Inspector PLOT PLAN OF LAND ' LOCATED AT. ; 385 WAKEBY ROAD ' - A MARSTONS MILLS, MA. PREPARED FOR- . � POND THOMAS BARRETT01 APRIL 28, 2003 WAKEBY RD, s MAP 28 _ LOCUS MAP PARCEL 108 No -AIAP-28 :PARCEL 109 N_ e «a0evewo.,, AREA=40,192f S.F. ;,,•`` P�,�N OF At ''•, C4 9 7gB qf ' A. 09°13 �ij w A. ^ MERITHEW �Cb `V No.-32098 eel e eel eleeIeee el ;� HOUSE';; cp fraie: e ` ` N,.1385•,,,,, BENCHMARK ELEVSTAKE= 100 PATIO ELEV.= 99. 7 DECK ELEV.= 108.2 " f - ;'` 3P. _ GRAPHIC SCALE 30 0 15 30 e0 120 r J ( IN FEET ) MAP 28 i inch = 30 M PARCEL 110 Y ANKEE SURVEY CONSULTANTS - N1 j UNIT 1, 40 INDUSTRY ROAD P. 0. BOX 265 MARSTONS MILLS MASS. 02648 TEL: 428—0055 FAX 420—5553 J# 53388P GM . . t PLOT PLAN OF LAND LOCATED AT 385 WAKEB Y ROAD MARSTONS MILLS, MA. a ; bz MUDDY PREPARED FOR- � POND �o THOMAS BARRETT APRIL 28, 2003 '�' RD.. MAP 28 y°� 0 LOCUS MAP PARCEL 108 Z' N 0 MAP 28 . .: PARCEL 109 ti REA=40,192f S.F. le - 09 ,,,mowCb C� ;;:HOUSE '� 0 RK ELEV.STAKE= 100 j wN #385 BENC PATIO ELEV.= 99. 7 P` ,,,, 26• � i DECK ELEV. 108.2 it ID Np. VIA GRAPHIC SCALE GM \ / 30 0 15 30 60 120 Ices I \! \ y � ( IN FEET ) MAP 28 1 inch = 30 ft. �- N1I18'2 PARCEL 110 YANKEE SURVEY CONSULTANTS v, UNIT 1, 40 INDUSTRY ROAD P. O. BOX 265 MARSTONS MILLS, MASS. 02648 TEL: 428-0055 FAX 420-5553 J# 53388P GM j PLOT PLAN OF LAND - LOCATED AT 385 WAKEBY ROAD MARSTONS MILLS, MA. UDDY PREPARED FOR.- POND THOMAS BARRETT ' o � APRIL 28, 2003 36. cf MAP 28 LOCUS MAP PARCEL 108 N O MAP 28 N d PARCEL 109 AREA=40,192f SF I 3'16,,r 9j 93 gbCp 9'g98 9 �(b Its ............ CJ00, i �p #3B5:SSSSs; �� BENCHMARK ELEV STAKE= 100 PATIO ELEV.= 99.7 DECK ELEV.= 108.2 �- GRAPHIC SCALE + 30 0 15 30 60 120 NONE ( IN FEET ) 1 inch = 30 M •18'27 E MAP Eg 110 SURVEY CONSULTANTS N11 YANKEE S f UNIT 1, 40 INDUSTRY ROAD P. 0. BOX 265 MARSTONS MILLS, MASS. 02648 TEL: 428—0055 FAX 420—5553 J)V 53388P GM �. 't -24 $. Att (aR7:P 5TlCN 4; AS UM.. IQ vlo -.,Ty�pTr' / �}p15E, 9+b- LttS ON 5:RooV& As uo�o StPTI� t , TA7�fK a" 8 �o Lis i PA U t G,A it.D N'E R S N 5 p E"C TOR' ' O - 3. LOAM AND SU8 SOIL 13 3 !a2 CbAI?SE' S.41IJ /�1vD. -L'l GNT GRAV L A�f//U//-I u/l// EC.a V. G fS. j5 Lf Lc7/ANG S ETL3AC -.A2�EQU/.2�MEA J77- S C,4 �"E SEPTIC 5YSTEM Con/ST2UCT/ON SHA LL COnJF02M TO !1/A SS . OES/G AJ FLOW _ GAL//p,4 Y C-NV/�ONML-A/TAL CODE T/TLL p L C-A C Al )2,4 TE L 2 M/n/.,2ELf'/5 3 7-/- 77f ARN �� A € �,� ,�EQUIRLED L�CN �I,4-f-t /32 6' r�icOt�O5�t7 ,yE�LTN >2E �UZ-A 7-/ONS O 2 "D� PE,a STOiUt MA/VNOLE CCU✓E,e 7c> -C-X7 [� Tp /�IroL2✓/OUS �OVE� TO D2G VeNT �iA/E-S / WiTA4/A/ /` 0E' f=//r//5!�/�J �l.?AD� •c2ol.� /NF/�T2.:aT/n/c� I � STpAtiJE � - /p _ � 2¢':o✓�lz5 ! - 1 S � - � D/S T. !,.� S ( / Sox ---��� Z/'w,Dc ovee r�'�' !tJ i G"nn r y -3••MiN 4 D/A. Min/! - -- ll� 716Pr '4" 01A /O DrA. i T j /4" �4 %007 2.. Minr �lrc<. = LC / �, �{'_/ �.2 �4' /Faor (-�; Q WASHEO 0 0 M,ti c Zoo t ' / - '-' - /nrvE�r S Tn n/E / vz.e T ( � C<1 P a C / T>' , TA A/.e l/8. -S S /7.O (rlV4 ,T'�T/GNT) /AJVEe7 l k I ti vE`T N O GA eBACE '- i r -Q11 1 ✓ I . S / TE pL A/V Pf?QT'rj,S• D f3-LE. En7'/c TAru.� 17/5T2iBvr/off/ 8ok' —..C3rL_R. ' .. CiQ K_ _ .3.-{1. 0Cl7 ;-s) �iND L�AC,i/!vim U/T TO 8E ��� .�Eln/F/�2C�C7 CO•�/CT�ETF_ CC ,, ,, j �/� 3000 Ps/ tiI/N. LL H_ /O LOAD/A/6 /'1!L �, C�tx�` j?-✓•, .�- ;l -2 PJ' L DA'/ Y b!-a'r Iv'.�T TO � L._ :_A A. O✓E� �>'-5T-l�1 u�%���� //- `'O CE !F Tit BU1C DilvG SNC�fUN -�� S/-A/ Lc��U/vim pN Tfl/S _- t'31::'1�. ,rlflfr SETL'1r4C;E IhEQ�.fIREMErVT S t�F �� �' - 0_ W > - W - 0zW �a®O O O -3600 O ,. __ - ...- ---------- 8, 8, X e, 03. 35-9 8 8 8 8 8' X 8' X 8' 3' 3'6" a '6" �x 2'-6" C 2 Rev C 0 QX 4" THK• CONCRETE UNDISTURBED EARTH a I "RC a , "� 2' evRC iv \` OI i 3'll x 2"X9' DECK, SLOPE 1 4" PER I s R _ ' 160 �X ALUMINUM COPING--________, FT• AWAY FROM POOL. 0 ' 4'5"X8'RE 4'5"X VR / " `\ » 40" FINISH. ,-'- 3' \i --ai 'R 1 x 6 - 40" FINISH �x a 8 DEEP \ a*\ 9\ �- 6 0 o1 OX o I Oa to 0 W 14 GA. GALVANIZED ° SHORT x "DxC31 BRACE ANGLE a i - , » , " �` , » , » a o 0 o 0 0 o r 3'L -0 --6-0 -- - --,,-14�0 ------- --in7•-11 --- a a °• O e 9'R = o o 'X9'R STEEL WALL PANEL 14 GA. GALVANIZED ANGLE O �O 'I --```lam n o0 , » . 00 X' . » , » - ---\-`1_ -- -m---- , „ ----- ' ;-' = a I� M I \ \\ CS700DS ,_0„ _-$'-o"-- - -r----12-0 ------ 2L � -0 --6-0 - 14��Q�------- 12-0 - 3, I `�� I a I a 2L - - 14-0,------ 8 ,-9 I o I ao LONG DECK BRACE ANGLE O ` i 38, X0 �� i 6�9' 38� " i -''� __j 7�4� i iD IV) in 1 ° \/ I �''� '�I a �0" FINISH '6 3/8"0 A307 MB. ° 1 1/2" x 1 1/2" x 55 1/8" 8' DEEP i r�, 8 . DEEP y- o \`\ , co\1 '-0" '-0" -- - - - - 11'-9" (1 BOLT IN ALL HOLES \ 14 GA. GALVANIZED ANGLE 6 1 i O 6 �j O co d ; --0 a a OF INSIDE ROW(NEXT TO / CS70ODL 3' ,-'� 1 3 - " 6'x9' T 0 0 °a °a .- � a s'X POOL) AS A MINIMUN ° � a o I (3 R - I I 1 1 1 I rn CARDINAL CRIMP THREADED R o ' ,�I 2'-6" 9' 82T-0", 8 2'_6" in d d ooF I 3'-6" ° ' 2 RevR 2 RevRC X ® ~- O O I X // 3/4" x 3/4" x 25 1/4" C "i7C 6"R 31'-11" i O ° 11 GA. GALVANIZED CHANNEL 8' 0 8' O 8' 10 8' 8LZ ' O 8' O 8' 0 8' 8' {: 6' USE TA SET OF HOLES 1 `X8 TO ATTACH PLASTIC COMPONENTS AREA = 648SQ. FT. PERIMETER = 104'6 3/4" GALLONS = 24300 AREA = 648SQ. FT. PERIMETER = 104'6 3/4" GALLONS = 24300 AREA = 510SQ. FT. PERIMETER = 90' GALLONS = 19125 9 3 4"X8'REVR (STEPS, SWIM OUT, ETC.) DRIVE STAKE 1/2" x 18" RECTANGLE CAPRI GRECIAN Qx s X 6 Q3'2 5/8"x Qx 18' X 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: REVERSE RECTANGLE QX 3'2 5/8"x9'R X ° / 14 GA. GALVANIZED ANGLE / \ CS608DS Q SIZE AREA(SQ.FT.) PERIMETER GALLONS 18 X 36 PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: 16 X 32 PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: OASIS _° `\ p 12' X 24' 288 68'6 3/4" 10800 SIZE AREA(SQ.FT.) PERIMETER GALLONS SIZE AREA(SQ.FT.) PERIMETER GALLONS 18' X 36' PICTURED ALSO AVAILABLE IN THE FOLLOWING SIZES: 14' X 28' 392 80'6 3/4" 14700 16 X 32 512 92 6 3/4 19200 14 X 28' 390 78 14625 16' X 32' 512 92'6 3/4" 19200 TYPICAL ALL CONFIGURATIONS 20' X 40' 800 116'6 3/4" 30000 18' X 36' 646 102' 24225 SIZE AREA(SQ.FT.) PERIMETER GALLONS 2" BOTTOM - Z 16' X 36' S76 100'6 3/4" 21600 1. BRACING QUANTITY AND X 16 X 34 540 8711 20250 7000 LOCATIONS TO ADJUSTED FOR 6„RO e, x 8 X 40'8,0" ---8 x 8, 20' X 40' 800 105'2" 30000 MATERIAL 6" CONTINUOUS 18' X 40' 720 112'6 3/4 2 '=/ _ 20' X 40' 800 116 6 3/4„ 30000 LARGER POOLS AND ACTUAL STAIR END VIEW 6"Rc / / W CONCRETE COLLAR 20 X 44 880 124 6 3/4 33000 SELECTION. a 036'-0' o I / , » X X w ` .4 r 8' z X 40'-0 a -� �e 1'i.-' 6' SHORT ANGLE LL z 8 3/8"X10'R,QX QX QX olipf r �yX " •° 1 1/2" x 1 1/2" x 24" i; 3 tt , a 2'_0"np /4 X32 R L'x 8°x 1 fi PATIO BLOCK TYPICAL DEPTH AND a 2` !a - AT EACH PANEL JOINT 14 GA. GALVANIZED ANGLE / 1 O j X I , X 6'2 5 9'R a V 0 70 o ,o , I AND CO(;NER FOR CS606SA I c I x I BRACING INSTALL W ANGLE INFORMATION ' 2'L \\'-o" ----s'- "----` ----,-14� =------ ---- 13'-D"-- :--- x i' `; c NTRa�' AT W a y\ / d 0 1 8' 8"X9'R ACTORS OPTION NOTE: BACKFILL TO BE SAND, GRAVEL DETAIL _ X R o, a .x 4,_p�, VARIES 4'-0" 0 ,.� ' \ r 6'X oIt co M o cDa O OR OTHER NON EXPANSIVE MATERIAL — _ w Io 40" FINISH 8 DEEP i - i Os d 8' a0 _ ;O X9'R 2" CR COPING w X o 1 2'-0 i e' a i �`� iry of 4'-0" 6'-0" - 12'-0" r 5 a„ --- ---- -.. - - - J `Q I TYP, N T -'T I U z f- a a O I I a -' O `. I » ` / X O a a a s a a 1/4 w o ,, , » I 8.5 Dia 2 5/16 ' '-0" --6'-0"-- I - --1 t "--r--fi--�- 16-0 -- o >d d Ilnturn `ti I i I _I I I '� OXUj J-------- -- -r 9• r) O N to d d a m o'X 'RLT a' �a1 N d al I I � r �` to In i0 in in 1 t� p I 4 1/8 Q w�( n O al I I o d? M �� SIDE VIEW ;f, s RC -,8 8'- e s 'X9'R i I 5 FLANGE W M I i I �• I I )( N a —1 O O O r O R ' T 42 En Lo DEEP`q I I I s' tee' 'R ' ' h1 AREA = 864SQ. FT. PERIMETER = 139'8 1/2" GALLONS = 32 0- ,' 40" FINISH 0 �-1'8 1/2" RE X I a x5'REVR TRUE ELL o x 6 2 5/8"x9'R x „ 10 1/4 511/4 ' I I O 8'2 5/8 X9'R X I l0 2 11 XjQR 6 X5 EVR 4'_0»_1----*�1- 14'-0" VARIES 18' X 40 PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZESN e, �` C STEPS I 0 X v X VARIES SIZE AREA(SQ.FT.) PERIMETER GALLONS , TRUE KIDNEY TOP ' R Q 9 Q PX UNLESS NOTED OTHERWISE » , RISER I SLIDE ANCHOR SOCKET x / 16 X 38 728 1278 1/2 27300 + 18 X 36 PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: I HANDRAIL JIG TOWARDS THE PANEL FACE AREA 781SQ. FT. PERIMETEfr 118' 1/8" GALLONS = 2928 C SIZE AREA(SQ.FT.) PERIMETER GALLONS cslooHJTO ` 16' X 32' 538 81'10 3/4" 20175 1 FRONT MO OF TING. CELEBRITY RIGHT 1 » 6RC 2 X 8 " X 2 6~RC 22' X 41' 966 106'9 3/4" 36225 1 TYPICAL HANDRAIL X 14'-0 x 28'-0" 12-0 -- N SIZES: 20 X 40 PICTURED - ALSO AVAILABLE IN THE FOLLOWING O g' " � MOUNTING SIZE AREA(SQ.FT.) PERIMETER GALLONS GRECI Ste)�Trane X ,V 16' X 32' 528 93'9 1/2" 19800 X 6' R INSTALLATION NOTES: 81 18' X 36' 651 107'2" 24413 O Qx TYPICAL LADDER a 1. THE BASIC DESIGN OF THE POOL IS a 6' Steel Sta 0I as Ic 6 /8"x9'R , PREDICATED ON A TYPICAL INSTALLATION » MOUNT � 43-7 10' Plastic Sit & Step 6' VX9'R WX a a '1' of a, 9'R BEARING IN SOIL NOT CONTAINING 29'-0" » „ o `�' -I ^ ' 0 ORGANIC CLAYS, PEAT, HUMIS OR HIGHLY g' 8' 8 4' r-------12-0 -------* f—9-0 --1 6"RC X X X o C I 1 xrx149• 8' s i 6 8 Plastic st i ! , o" Lo �' EXPANSIVE SOILS. » » W - oo a ` 12 S eel Stair 8' Steel Star 1n'q s X o; - 6'-O"-} --�--- '-0 • -- --- - 12'-0" 2. INSTALL A 6" THICK CONCRETE COLLAR y AT THE BASE OF THE OVER-EXCAVATION ,+ 0 r , � a a 6' R 8' -1 ',- - X y a N o; 6'X9'R o N CO AREA AROUND THE FULL PERIMETER OF ` STAIRS �a t° 1n 1n in 1n THE POOL .SEE x . I I 1 8' r+N O O (D O 6' DEEP 5p o , a _ Q, °lo '� 0 3. BACKFILL WITH CLEAN EARTH FREE OF O r, N „ 6"RC 36'-6", „ 0 1/2"X9'R WX 1 X 9'R " " r „ - o T ROOTS AND DEBRIS IN 9" LIFTS EACH 2' -0 --6-0 -- ��, 14-0 ------- ------ `% 19'-5 -------- 32-0 4' 2'X9'R Wit- LAYER TO` BE PUDDLED AND CAREFULLY co 6"Rc 8 x 8 X 8 X 8 6»RC / r� 3 4 3/4-X9'R ' °- ' 5' S ,/2~a s QX s x s R Qx x O OX 4A CONCREMPED OTE LWALKWAY5IMINATE 0ARE TO SLOPE °�. ,�1''$ •�Xz) 5' s R 6'2 8"X9'R STRAIGHT WALL KIDNEY - 8• j I X R �� - AWAY FROM COPING AT 1/8._=PER FOOT a I 40~ FINISH - i 40" FINISH 18' X 36'-PIC;i'URED--F+LS-6 "VAILAE LE IN--THE FOLLOWING SIi'_ES: Ott' '-STEEPER. ' , -. -._ -___ _ _....__ SIZE AREA(SQ.FT.) PERIMETER GALLONS I^ ' x 32' 512 82'3" 9200 �� POOL i{A� NOT BEEN DESIGNED I I 'I'XI xa14•,-'� '� o a =) .1 \. � x 16 1 5 THIS 11 11 x 22' X 41' 904 106's" 33soo FOR SURCHARGE LOADING. s"Rc 8' O 8' 7' , 00 , -o » 6. GRADE SITE AROUND POOL AND USE 24'-0" 6 RL -0 --6'-0 -- --'r - -i----12-6 ------ g' � X INERT BACKFILL TO LIMIT EQUIVALENT AREA = 738SQ. FT. PERIMETER 118' GALLONS = 2767 72, `', 5• 8' DEEP 36� ,`� FLUID PRESSURE OF RETAINED SOIL TO 30 °h o *`. APPLICABLE CODE INFORMATION P/cuft OR LESS. LAZY ELL 1'- " _1 X - 7. SOIL TO HAVE A MINIMUM BEARING »R 6. o i 5' 18' X 43' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: CAP. OF 2000 P.S.F. SIZE AREA(SQ.FT.) PERIMETER GALLONS O .� APPLICABLE COMMONWEALTH APPLICABLE STATE OF CONNECTICUT CODES APPLICABLE STATE IF NEW YORK APPLICABLE STATE 8. LOCATE TOP OF POOL AT LEAST 6" 149' 16' X 39' 592 106' 22200 \` OF MASS CODE DATA CODE DATA OF VERMONT CODE ABOVE SURROUNDING LAND ELEVATION. 20' X 44' 820 122' 30750 s'Rc e' X e' X a' X 8' ~Rc § 2003 INTERNATIONAL BUILDING CODE - - _ POOL INSTALLATION TO portion of the DATA v „ 2000 INTERNATION BUILDING CODE 12" 12" 8' OX 8' OX 8' OX 4' AREA = 657SQ. FT. PERIMETER = 1033 GALLONS = 21263 CONFORM TO APPLICABLE 2005 STATE BUILDING CODE WITH MODIFICATIONS AS ADAPTED VERMONT FIRE SINGLE ROMAN END AS BUILDING CODE OF NEW YORK PREVENTION AND - - ._ - GENERAL NOTES: CODES INCLUDING: STATE OF CONNECT!(.UT H § 2003 INTERNATIONAII RESIDENTIAL CODE BUILDING CODE COMPONENT NOTES: a ' 6' 18' X 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: STATE SPECIFIC REQUIREMENT AF - ' 6 II SIZE AREA(SQ.FT.) PERIMETER GALLONS § Commonwealth of portion of the 2406.3 GLASS AND 3109 5 1/2" 1. ALL GUAGE STEEL IS FORMED FROM MATERIAL CONFORMING '� 0 � .^ ; 16° X 33' 533 94' 19988 Massachusetts Building 2005 STATE BUILDING CODE ENCLOSURES TO BE MET. -1996 NBC WITH 229' TO ASTM A-525 WITH ASTM A-165 GALVANIZED COATING. o N :1 _ }� 20' x 40' 810 115'3" 30375 Code STATE OF CONNECThBT STATE ALTERATIONS 2. ALL STEEL ANGLES (PANEL STIFFENERS AT FRAME BRACES) P-4 H ~.N I o a 4' 8' DEEP a c�`f,>� V 35'-11" § 780 CMR ((Sixth Edition) § 2003 INTERNATIONAI MECHANICAL CODE SECTION 504.3 OF THE -1997 NFPA-1 & ARE MADE FROM MATERIAL CONFORMING TO ASTM A-525 N �I § 421.0 Swimming Pools § 2003 INTERNATIONAL PLUMBING .CODE INTERNATIONAL ENERGY 1997 NFPA-101 16' ROMAN END TRANSITION WITH ASTM A-165 GALVANIZED COATING. 31' LAZY ELL TRANSITION �-' o` a �0 ` `\ - .I x 8' X 8'-32'- X 8' X 4' § 1999 NEC - ART. 680 § 2003 MODEL ENERG' CODE CONSERVATION CODE DEFINES VERMONT ENERGY (2) REQ D. N�•ri O` CO o '-3"- �• n._____ '_ _ __�___ _ a SWIMMING POOL ENERGY GUIDELINES 3. ALL BOLTS AND THREADED COMPONENTS ARE 00 >� o I 2'L --6 -0 -- 14-�"==---- 12-3'------ 8 § NEC 2005 NATIONAGELECTRIC CODE 10"' s"x 1 4' MATERIALS TO CONFORM TO: CONSERVATION MEASURES TO -2000 IECC AND MANUFACTURED FROM MATERIAL CONFORMING T s-1 00 o X / § ICC/ANSI A 117.1-198 ACCESSIBLE ASHRAE 90.1-99 - __ - A-307 A-563GA AND ARE ZINC PLATED. 011 --r3 �\ X23 • X2) I , AND USABLE BUILDIIG AND FACILITIES CONFORM TO THE LATEST i o o O 00 4 ~r �`` OX �_ ; » 3' § REINFORCING STEEL - ASTM SAFETY CODE APPLICABLE VERSIONS OF "NEC -VERMONT 4. ALL WELDFD JOINTS ARE COATED WITH AN ALUMINUM - - °- '`� LU _1 40 FINISH 1' 6, "RS; \ 1 40 FINISH HEALTH REGULATION § 1997 FNiPA 101 LIFT DEPARTMENT OF / F-�-i O1 ,I O A615 GRADE 40 § 2005 NFPA-70 NI�IONAL ELECTRIC AND ANSI A117.1 - - -- - PAINT AFTER WELDING Zo x �. 1 § WELDED WIRE MESH - ASTM CODE FOR WATER QUALITY. - 5» 5. WALKWAY TO BE 2000psi COMPRESSIVE STRENGTH BY _ _ (� LQ o�x� =o ao g185 THIS POOL CONFORMS TO THE -VERMONT DESIGN. - - • I I `\`` § DECK CONCRETE DECK ACI 301 REINFORCING STEEL-A "NEW YORK STATE SANITARY CODE DEPARTMENT OF 239' 1"'( �s 6' » - 11'-11"------ - MATERIALS NX "R -0 - 6-0 -- 4-----14-0 -aL---- 7---- - § TM A615 GRADE (CHAPTER 1, SUBPART 6-1.29, PUBLIC SAFETY 1'-2 1/2" �1 X 8 28-0 X 8 X 4 4'-3" Q 8 DEEP , 3 �171, 40 Nov. 5, 2000) r---'-1 » C7 I �' REGULATIONS I 36'-6" �" , I § WELDED WIRE MESH-ATM A185 *************** » *************** 18 ROMAN END TRANSITION AREA = 675SQ. FT. PERIMETER = 100' GALLONS = 25313 6'X "R 1 _O _a X § DECK CONCRETE-ACI IO1-3000 PSI DECK — — (2) REWD. I 1' 21 1' GRECIAN a 3' ************ 18' X 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: 0 I I 31' LAZY ELL TRANSITION I SIZE AREA(SQ.FT.) PERIMETER GALLONS - 16' X 32' 536 88' 20100 x 8' x 8; x 6' x 4' ENTRAPMENT AVOID;:NCE ALL STATES ALL POOLS/ �.. ` 16' X 36' 602 96' 22575 AREA = 646SQ. FT. PERIMETER = 99 5 1/4 GALLONS = 24225 18' X 4O 749 108 28088 r ' — — — — —— — — — 1 C5901 GC i 21' x 40' 838 108` 31425 SINGLE ROMAN END wZ2' RADIUS CORNERS ALL SUCTION` OUTLET SYSTEMS MUSTBE EQUIPPED WITH A MEANS TO PREVENT SUCTION s ANG CORNER 18' X 36' PICTURED ALSO AVAILABLE IN THE FOLLOWING SIZES: ENTRAPMENT. IT IS ESSENTIAL TH Al TH E BUILDER COMPLY WITH ARTICLE 9 OF TH E 239' 270' TRUE ELL TRANSITION .' SIZE AREA(SQ.FT.) PERIMETER GALLONS 21' X 40' 851 113-9 3/4" 31913 ANSI/NSPI-5 "STANDARDS FOR REsc-NTIAL POOL 2003, AS WELL AS ANY STATE AND LOCAL 2'-2 1/2" `„' N p LAWS, REGULATIONS AND- ORDINANCE: APPENDIX G OF THE INTERNATIONAL RESIDENTIAL _ _ _ _ _ 0 CODE HAS BEEN ADOPTED IN SOME ',TATES. INSTALLERS SHOULD CONTACT LOCAL 'AND/OR 2a' ROM(2)ENQD smoN v STATE: CODE OFFICALS TO DETERMINE WHERE THIS APPENDIX HAS BEEN ADOPTED, BP8200B �C C GRECIAN BENT BOLT CS903FC r------- 15'-2"--------^r 22'-10" X 15'-8" -i 6" RADIUS CORNER INSERT 36'-0° 9' Radius Steel Step 28'-0" 6'X9' 7/8-X9'R I 6"RC X 27'-0" X X 6"RC _ 8' x 8' X 8' QX CS902SB �� — 0 0 1� »I 6" RADIUS \�J " - a X X 3'6" 40 , FINISH ' CORNER INSERT I T C59OOGS 5"X '2 1/2 o i 6"X5 1 4" 0 1 1 ; 9'RV ' GRECIAN X23 ' (X2) �v I X239' X2 s " , � ) `1 ' a5 c , » _ - �, STEP ANGLE ' 'R � 'x22s• �` 8 x 7s Radius - - � ,' JOB NO 05.255 R `t WX "R 1�`. i 6 6 a d �\\ oo ^ 'r g'.0 Plastic Stair I FIBERGLASCS902SA "- - - -- STEP NITS a i i 40" FINISH x i �` a' OI * r g'R S•step r 2'6 X9'R X 4D FINISH I , a �, TYPICAL CORNER , ,/2" x 1 1rr' a al o X o o OX .I o ti� I r r, 0j SQUARE CORNER ANGLE ` DATE 5/Ia/06 -I , 8 x 9 Radius o , "I x , �I. , , - CS9D2SA INFORMATION — — — — -► , » ---- "------ Plastic Sit & Ste I » »-- o------ " °Q---- "------ 'xT6"R ' . » - �------162"--------- 1 --12'- " r , Co , -I - 9'RL -0 --6*-0'-- 4 -----14-D\------- 12-0 P - 3'X7'6"R _ -0 --6-0 14=0.------- 11 -9 3'L - -0' -fi'-0 -- I�; c� -1 3 ------ 8' Steel Stair 1 1/2" x 1 1/2' ` SCALE A5 NOTED ° ' 0 SQUARE CORNER ANGLE ' X 8' DEEP i `�2�S'• xs'R OX 8' DEEP ' \3°� OX 8' DEEP 1 X „ i ° I h , ,.``� 0- X9'R " » DRAWN BY :AYC7 1,_ » WX a I i� 8' x 7'6" Radius of i 6"X5 1f 4" -� I 5"XV2 1 2" X239' (X2) X239' (X2) Plastic Stalr `t ' f O 8' 0 8' (� 8, 6"RC 6"RC 4 1/4"X6 3/4" 8' 1 j_6 8' X 8' X e' 0 3 X242' (X2) 8' x e X AREA 693SQ. FT. PERIMET " 8' x 9' Radius a,N� AREA = 648SQ. FT. PERIMETER = 96'6" GALLONS = 24300 ____ 0 -P _ = 101'5" GALLONS = 25988 Plastic Sit & Step DOUBLE ROMAN END 7'6" Radius Steel Stair AREA = 644SQ. FT, PERIMETER = 94 3 5/8 GALLONS = 24150 M AR TI N I QU E 18' X 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: DOUBLE ROMAN END w/ 2' RADIUS CORNERS — 18' X 38' PICTURED ALSO "AILABLE IN THE FOLLOWING SIZES: 0� SIZE AREA(SQ.FT.) PERIMETER GALLONS 18' X 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: 16' X 33' 537 90' 20138 SIZE AREA(SQ.FT.) PERIM:i2 GALLONS 0 � ,Yaws©JJ �'-- ?� „ SIZE AREA(SQ.FT.) PERIMETER GALLONS " 20 X 40 800 108 6 30000 » 20 X 40 770 107 6 s875 �� ^^ 21 X 40 840 107 3/4 31500 ~�_ ��O�n • � r(YI QSS �N Q L.t�