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0483 ELLIOTT ROAD
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Permit Fee Date Definitive Plan Approved by Planning Board-'"` `" 1 Historic - OKH Preservation/Hyannis e qA �G� Project Street Address `Y f Villagevl�� Owner P� J� Address�$3 ����,�' Rr,Q6O ,��l� Telephone Sot ) 6V Permit Request TO /1G,d/o PAOb�� 2.�a� ��l� .'�.► / ►' �kkA4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation d Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �Gf� t� J Telephone Number Address �.3 G ape Qi� License# M et Oa�O3 - Home Improvement Contractor# Email Alh Q ,5&spa,`l, Co an Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE `: DATE ��?l/,-; FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. s ADDRESS VILLAGE OWNER DATE OF INSPECTION: " FOUNDATION FRAME INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING.: ROUGH FINAL ,GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ' 4 M • ASSOCIATION PLAN NO. AWE Town of Barnstable • Regulatory Services HAMSTABM NAM Richard V.Scali, Director ArEo '',e� Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Check One: ❑Shed dDeck ❑Pool ❑Porch ❑Gazebo FOR ALL APPLICATIONS: ❑Determine map and parcel number and enter it on application. (This information maybe obtained from the Engineering or Building Dept.) ❑Completed Building.Permit Application Approval/sign-offs are required and can be obtained at 200 Main Street: ❑Historic District Commission ❑Old King's Highway Historic District(North of Route 6) ❑Hy_annis-Main St�uter�e istoric District(see map for boundaries) Historic Preservation(if applicab e . ❑Health Department Hour are: 8:00-9:30 AM or 3:30—4:30 PM ❑Conservation Commission urs are: 8:00-9:30 AM or 3:30—4:30 PM ❑Tax Collector ❑Treasurer ❑Homeowner License Exemption Form (if,homeowner is acting as general contractor/builder for project) or Copy of Construction Supervisor's License must be submitted(except for in-ground pools) ❑Worker's Compensation Insurance Affidavit must be submitted. Copy of Insurance.Compliance Certificate must be on file. ❑Copy of Home Improvement Contractor's License(residential only if applicable) ❑ Property Owner must sign Property Owner Letter of Permission. ❑ All Building Permit fees must be paid upon submittal of application. SHELS/i EC7KS/OPr.N PVRCHES/GAZEB€ S: ❑Plot Plan or mortgage survey required to verify zoning compliance. Placement of proposed structure must be sketched in and the distance from property lines indicated. The location of the septic system should also be shown:. ❑Two (2) sets of plans (8 1/2"x 11"or 8 1/2"x 14) showing cross section and.framing schedule. ❑Mass Compliance Checklist—not needed for decks ❑Prefab sheds require factory brochures& engineered specifications. Engineered plans for all sheds. ❑Prefab sheds require a copy of the Construction Supervisors License'& Home Improvement Specialist's License unless the homeowner is applying for the permit in their.own name._ POOLS(250 sq. ft.and over or 2' deep or deeper require a building permit) ❑Plot Plan or mortgage survey showing the proposed location of pool and the distance from property lines. Plans must also show location of backwash pits if applicable. ❑Construction Drawings or Factory Brochure & specifications. ❑ Show placement of fence, list description of fence and materials used. �IMME�yti Town of Barnstable Regulatory Services ►ss �, Richard V.Scali,Director ��Eo ►�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:,w508-790-6230 %. Property t c -%�� \v^sa IOwner Must s. •,,w, g�e.1�"'m � ,�. Complete and Sign Thus -Section If Usfi ga A Builder's I, T Skee ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address.of Job) `- **,Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections.are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name 3 i� r Date . Q:FORMS:OWNERPERMISSIONPOOLS L Town of Barnstable .> Regulatory Services dF'THE Richard V.Scali,Director Building Division sAxxszwm.E. Tom Perry,Building Commissioner MAM 1639. `0� 200 Main Street, Hyannis,MA 02601 prED www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE:/S Za JOB LOCATION: ��/� D (,/1 CM AW 9 �& 1"Q �07 ref 0 number street village name l� hor a phone# wo—rk pho :, CURRENT MAILING ADDRESS: 7 7f �_�!�i a it et / 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.Drovided 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. � . ... .k `a.•. •id '1''•°� #...o. The unwed"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proc ores uire that he/she will comply with said procedures and requirements. Signature of 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 actin as Supervisor is P P g P P g . . 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. 16n"theIa'st page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification.for use in your community. f` Q:\WPFU-ES\FORMS\building permit forms=RESS.doc Revised 040215 n The Comynarrivealth ofVassaghusetfs , Deparamait of rndaatrial Accrderrtr - - - A Office of Irr tigations 600 Washington,street : rt Boston,?Ifi4 02111 _ . ',. tt�Fv�k:rr:assgovfilia . Workers' Campensation Insurance Affidavit:BuilderJCuntracturslElectr cians/Plamhers Applicant Infdrxnation Please Print Lea hly Name(Basmeess�Organiza4ianlLditirl }: p �oCj Address: Cityfs ata(zip C&A4r-✓i it f*V)G 6J611 Phonei,- q4V - Are you an employer?t;heck the appropriate box: Type of project r 4. I am'a general contractor and I YPe p J ( �- 1.❑ I am a employer with ❑ 6. ❑New construction employees(full andlor par#-time)-* have hired the sub-contractors 2.❑ I am a sole proprietor arpartner- listed on the attached sheet. 'i- ❑Remodeling slip and have no employees. These sub-contractors have g.,❑Demolition w g far nae in any capacity- employees and hate workers' ° y t3` insuranm 9. ❑c Building addition workers camp.insurance coop- ecluired] 5. ❑ We.are a corporation and its 10-0 Electrical repairs,or additions 3. I am.a homeowner doing all work ' . officers haveexercised their 1L❑Plumbingrepairs or additions . myself[No workers' - right of exemption per MGL 12-❑Roofrepairs insurance required]o c.152,§1{4h and we have no ' employees.[No workers' 13.❑Other camp-insurance required-] 'AsyWBc=&socher]obaxAlamstalsofillouEthesecBonbeIowsixmaiagdieirvmaes'compensati upericgin5rmatian- I Homeomners w1w mbmrt this affid.01 in&catmg&y axe doing zU work and then hire autside coatiactorsmasi submit a new affidavit im&rR-.seirli fContxactors that check This box must attached mr addiiinaal sheet showing the name of the sub-coacsctc xr and state whether or not these eii ti lime employees. Ifthesub-c=txactm have enpIafees,they rmx,tprovide their workers'-comp.policy a maber_ r. Ian[an s1ltplv}�crr fJerif is pro>zdin�workers cotrrpertsatiarrr insurartca f or isr}*eniplay�ees Setaav is fltc�paticy�ru�i1ab life _ inforrruatiorL _ Insurance Company Name: Policy,41,or Self-ins.Uc.44: Expiration Date: Iols Site-Address - C tafezip. Attach a copy of the workers'compensationpolicydedIaration page(showing the policy number and expiration date). Failure to secam coverage as required under Section 25A o€MGL c- 152 can lead to the imposition of criminal penalties of a fine up to$1,5Qa.O0 anNor one-yearimprisonment as well as civil penalties.ih the form of a STOP WORK ORDER and a fime of up to$250-00 a day against the violator_ Be advised that a copy of this statement may be fQrava wed fa fire Office of Investigations of the DIA for insurance coverage tierificatiam Id'a hereby c e prur pat ofpeduty thatdie infornzadmiprm d abmv.is bus mod earrect . fF�3atl3le: !, /JJ� Date: 2IPilt}IIE i '. V V ZJ-& OfiTcial use anty.. Do not write in this urea,to be completesd by city iarfown offidat City or 'own: P'ermitUcense## Issuing Authority(tdrele one): 1.Board of Health 2.Building Department 3.Ctyj,Towu Clerk 4.Electrical Inspector S.Plumbing Inspmter 6.Other Contact Person: Phone#: Infor.matiou and Instruc ous :. Massachusefis Ge7nmal Laws chapter 152 requires all employers to Provide workers'compensation for their e oployees- p to this ,an employee is defined as."_•eye person in the se rPice of another under airy co�rar- ofhire, express or implied,oral or writ" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or may two or more of tine foregoing engaged in alomt 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 occapant of the dwelling house of another who employs persons to do mainLenaace,construction or repair work on such dwcEng house or on the grounds or building appurti artthr-reto shaIlnotbecause of such employmeutbe deemedtn be an employe" MGL chapter 152,§25C(6)also states that'every state or locallicensing agency shall withhold the issuance or renewal of a license or permit to operate a business or.to'cansiruct btuuZdmgs in the commoaavPealfili for any applicant-who has not produced acceptable evidence of complianr_e,wk t.&the insurance,coverageregaiz, Additionally,MGL chaptex 152, §25C(7)states Neither the commaaws_altT nor a'ny ofits'poIifical subdivisions shall enter into any contract for;the perfonnmice ofpnblic wDrlcuniil acceptable evidence of compbancewith the;,,cu a„ce. regu h tutu of this chapterhave been presented'tn,the coniracting'av$iozity"= '` ` '`s •" '^^ Appficant� ' PIease.FP oizt the workers' compensation-affidavit complet!Iy,by checking the boxes 11 t apply to your sitnation and,if necessaj3',supply sub-contractors)name(s), addresses)and phone na mber(s) along with theirt�cercate(s)of hm n-ance. Limited Liability Companies(LLQ or Limited Liabl7ity-Partnerships(LLP)with no employees other than the compensation iasrn-�ce. If an LLC or LLP does have members or partners,are not regLm.-ed to caffy workers' comp employes, a policy is required. B e advised that this affidayrt may be submrti--d to the De p artment of Industrial Accidents for Conf-radon of k crn-ar ce coverage. Also be sure to sign and date the of davit. The affidavit should''14 beret=ed to the city or town that the application for the penait or license is being requested,not the Department of Ln-d st a_l A ccidmts. Should you have any questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Depar[m.ent at the number listed below. Self-msm-ed companies should enter their self-m mn- ce license number on the appropriate line. City or Town Officials t _ Please be scam that the affidavit is complete and printed legibly. The Depart menthas provided a space at tfie bottom of the affidavit for you to fM out in the event the Of of Investigations has to contact you regarding the applicant Please be sure to f I in the pennit/Ecense number which wdl be used as a reference number. In addition,an applicant that must submit multiple p5mUtllicense applications in any given year,need only submit one affidavit i adiratiag c=eat p olicy jafbi mation(if necessary)and under"Job S'ne Address"the applicant should pyrite"all locations II (cry or town)-"A copy of the•affidavit that has ben 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 foie permits or licenses- A new affidavit must be filled out each year.Wherm a home owner or citizen is obtaining a license or permit not related to any business or comrdercial venture Ci-e. a dog license or permit to bum leaves eto.)said person is NOT required to complete this affidavit ou in-advance for ounr co eration and should you have any questions, The Office of javesh.gaiZons would Iuke to thank y Y oP please do not hesitate to gave us a caIL. The Department's address,tnlephone and fax number_ ' 'I��f<a��rt�altl�of I�fa�ach��s = M •._ . � . *Ilegartment Gf liiclusfdal ADcidcnt ' office. of BastGzL., 11 Tf,-L 4 617 727-4900 QXt 06 Qr 1-M-MA CA M Kevised424-07 xaas,�gavfdia 7 ',� �., ,� "� �mil• �.t � tn 'a 9 2 t'' a , F��r #" 4 ,�i�z*'•+y„ya wrrt #lR �'r- �` Y. �'�F Y'S "f _ 3" #,i .: -�. M,.....'.' :� � , •kit � ..—�.."'..mw�. /�' ..J.` �.3"`�/�- t is S.�p�Y �r 5 �5:4 4 i-,•r. �.�� '}, 3� �, � �'Tom` '�... '. �* �3 F�,Syr '� fi � •µ•3 vp.-'� tt - rH rs c ' ��,', e ^` z .e _,�k k M1�•t F"'w r - �" ?,..� f 3 -' i y✓ Ri,.- � C" ;'-�! a �., �- . � s &d�'�� r -�� � � `' t �. e ..s «.t #, -,' at�yg'�;ram �,�., <, 4," � ,r +" .-.r.=: F_ OA - dt��." 6 .x-gg 9 WM :ram - a` _ .�_�. is """'."+m • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # c,�/s�� C) Health Division Date Issued fu` Conservation Division Application Fee �I Planning Dept. Permit Fee 2 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address &1 ��� 44 Village le Owner Address Telephone , \� R , IKO—AmOvetf Permit Request �etnDt/G'i �l'JUt�g 4 t �a Square feet: 1 st floor: existing ro osed 2nd floor: existing q g—proposed g proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 1 Historic House: ❑Yes 1*.No On Old King's Highway: ❑Yes 1lo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/,coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: O=existing Omew,:��ize_ Attached garage:ill-existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: _.T7 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ _ Commercial ❑Yes ❑ No If yes, site plan review# a Co Current Use Proposed Use -t —APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �(S'�Q,�/Z�/ �/ Telephone Number 0/0 Address � ar 10A ��� License # C2 Home Improvement Contractor# Email Worker's Compensation # ALL CONNSTRUCTION DEBRI§ RESULTING FROM THIS PR CT WILL BE TAKEN TO �. tG► SIGNATURi—E DATE FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER I,a DATE OF INSPECTION: FOUNDATION FRAME its- INSULATION FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINALBUILDING ` DATE CLOSED OUT ASSOCIATION PLAN NO. e ,"rrrn0 ofAlaswacftusem ' Depofterrf of1ndm*ialAcdAm& t Owe ofInvenig,afionr ' 600 Washington Street Bosf r4 MA 02111 www.massgov/dia Workers' Compensation Insurance Affidawt Biulders/Contractors/IIectricians/Plmnbers Applicant Information Please Print Leebiy Name(Business/organualionllndivduan; Address: City/SiatelZip: Phone#: Are you an employer?Check the ap ro riate box: ' . P P. • Type of protect(r , 1.❑ I am a employer with 4- ❑I am a general coniracf�and I �Pk3' 6. Newv construction employees(fuII and/or part-time)-* have hired the sub-contactors 2. I am a sole proprietor or partner- listed the �sheet 7. Reolodeling ship and have no These sob-contractors employees ]gaveIo and have workers' 8' []DeazoIition . woridng for me in'any capacity employees [No workers'comp.insurance comp,incim�nrr t 9• [-]'Bidding addition required-] 5. 0 We are a corporation and ifs- 10.0 Electrical repairs or additions 3.❑ I am a homeowner do' all work` officers have exercised their � 11.❑Plumbing repairs or additions myself: [No workers'comp. right of exemption per MGL 12.❑Roof repairs mice required j t c.IA§1(4),and we have no C133PlDyCM[No workers' 13. ]Outer• comp.insurance required-1 ' *Any applicant that cbecics box#I Est also t�ottt the section beIo�showing thefr woriccts'eompcasatian poIicp infnnn�eri. t]3omeowaas wlw submit this affidavit indi�g they ate doing aII Wor1c and thm hire outside eonhactnrs n++,�submit anepY affidavit indie�g sack $Coalractocs that check this box mast attached an additional sheet showingfhe aerie of the ors and state FYhethe or not those e�i:ties have employees.Ifthc sob-contractors have employees,they mast pmvide their�wrkcs'coal„Ply giber, .' �, F am an employer thot is prm�idmg workers'compensafian insurance for my errrptayeer_. $elapv it the paTicy and job site . inforrnanna. .• . Insurance Company Name: Policy#or Self-ins.Lic.# Expiration Date: Job Site Address: City/ gyp: Attach a copy of the workers' compensation policy declaration page(showing the police number and expiration date). Failure to secure coverage as required trader Section 25A of MGL c.152 can lead to the imposition of crimind penalties of a fie up to$I,500.00 and/or one-year imprisomment,as well as civil penalties in the form of a STOP WORK ORDER and a fie 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 lavestigHdons of the DIA for insurance coverage verification. I do hereby pains and penalties of perjury that the it formaxion provided above it true and correct S' Date: Lin" certz # �l Qftcial use only: Do not write in this area to be eonplded by city or town orMaL City or Town: Permi�tucense# Issumag Authority(circle one): .... ........... .. . ........... _......._... ... ..._...�._...... . ...... ...... _.. .... .. 1.Board of Health 2.Braiding Department 3.City/Town Clerk 4•Elect ical ector 5.Plumbing Lisp ector 6.Ofher Contact Persoir• Phone#t; ' ;Information and Instructions Miascach„setts Geheral Laws chapter 152 requires all employers to provide workers'compensation far their employees. por uantto this side,an erp&yw is defiaed as"_.every person in She service of another under any contract ofhire, express or implied,oral or wriffi=L" An m player 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 ocmpant of the dweIIing house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenarit 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 has not produced acceptable evidence of compliance uir Pp with the insurance.coverage reqed" Additionally,MGL chapter 152, §256(7)states"Neither the commonwealth nor arty of its political subdivisions shall eater into any contract for the performance ofpublic wow untrl acceptable evidence of compliance with the instunce. requirements of this chapter have been presented to the contracting auiihority." Applicants Please fill out the wormers'compensation affidavit completely,by chwlang the boxes that apply to your sitnation and,if necessary,supply sub-contractor(s)nar e(s), addresses)and phone numbers) along with their certificates)of insimmce. Limited Liability Companies(L.LC)or Limited Liability Partnerships(LLP)withno employees other than the members or paainers,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is require& Be advised that this affidayk maybe submitted to the Department of Industrial Accidents for confirmation ofmsurarce 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-fi suuance license number on the appropriate lime. 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 till out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to till in the pmzr i icense number which will be used as a reference number. In addition,an applicant that must submit multiple permitlEcense 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 obt each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (ie. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like ta'thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Depeztmenf's address,telephone and fax number The, anwealfir of Massachusetts Dapartment of ladnstdal Accidents =ce of jvvesf gatao= (500-WashiVa a&L=t 13ns#kn,MA Elul ll Tel.#617-7`27-4900 mt 4-06 or I477 MASSAFE Fax#617-727-7744 Revised 4-24-07 .ma 4.gav/dia III - - - 7 A TYC*Gidde to Wood Construction in Hi,,-,Iz Wind Areas:110 niph Wind Zone Massachusetts Checklist f6r Compliance (IBOChl[[ZS301.2.1.1)' Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)...........:....... ...... ....... ......... 110 mph Wind Exposure Category........... B Wind Exposure Category................Engineering Required For Entire Project.......................................C 12 APPLICABILITY Number of Stories,(a roof which exceeds 8 In.12 slope shall be considered a story) stories :5 2 stories RoofPitch...........................................................................(Fig 2) .............%............................ 5 12:12 MeanRoof Height...............................................................(Fig 2).................................................. ft:5'33' Building Width,W...... ......................................................r..(Fig 3)....................................._....... ft 5 80, BuildingLength,L ..............................................................(Fig 3)._. ...... ................. :5 80' Building Aspect Ratio(LAV) ...............................................(Fig 4)............. .. ......... 3:1 Nominal Height of Tallest Dpening2 ...................... :.....(Fig 4)............................................... 1.3 FRAMING CONNECTIONS General compliance with framing c6nneL'dDns....................(Table 2).............................................................. .2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.....- ConcreteMasonry ............................................................................................................................... 22 ANCHORAGE TO FOUNDATION" 518'Anchor Bolts,imbedded or 5/8'Proprietary'Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ................ . . .............'........(Table 4)............................................... in. Bolt Spacing` from endrjoint of plate.............................(Fig 5)- ................................... in.--5 6"-12', Bolt Embedment-concrete.........................................(Fig 5).............................:.......:....._.... in.i 7- - Bolt Embedment:-masonry.........................................(Fig 5)............r............................... in.*:t 15" PlateWasher..:............................................................(Fig 5)..........................................13"x 3'.x 3.1 FLOORS FIDorframing member spans checked ...............................(per 7130 CMR Qhapter 55)................................... . _Maximum Floor Opening Dimension..................................(Fig 6)..........................I.......................... ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:..................................... Mk)dmL!m Floor Joist Setbacks Suppoiting Loadbearing Walls or Shearwall................(Fig 7)....................................w................ ft 5d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall..........:.....(Fig 8)...................................................... ft :5d FIDD'rBracing at Endwab....................................... ......**,(Fig 9)................................................................. Floor Sheathing Type ............................................I...........(per 780 CMR Chapter 55).....................*......:...... Floor Sheathing Thickness.......................................:...:.....(per 780 CMR Chapter 55)..................... in- Floor Sheathing Fqsterfing.................... field ..............................ffa�le 2).. d nails at—in edge I in 4.1 WALLS Wall Height I-Dadbearing walls..........*1*............... .....(Fig 10 and Table 5)..........................—ft 5101 Non-Loadbearing walls..................................................(Fig 10 and Table 5)........................... It-:5 20' Wall Stud Spacing ...........................*............................(Fig 10 and Table 5)................. in.:524"o.c. Wall StoryOffsets ............................. ...........................(Figs 7&8).... ........................................ It :9d 4.2 EXTERIOR-WALLS' Wood Stud*s Loadbearing vWls........................................................(Talple in. (Table )..............................mac - It Non-Loadbeadng walls..............................................:(Table 5), ... ......................2x - ft In. Gable End Wall Bracing' Full Height Endwall Studs........................:...................(Fig 10)...........:........ ........................rl........... WSP•Attic Floor Length..._.........................................:(Fig 11).................. *............ ft 2:W/3 Ceiling 'Gypsum C ng Length(If WSP not used).....,..............(Fig 11).................. —it?:0.9w and 2 x 4 Continuous Lateral Bra&e @ 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).................................... ft Splice Connection(no.of 15d common nails)..............(fable 6)................................ ................ AWC Guide to Wood Construction in Higli Wind Areas: 110 fnplr Wind Zone Massachusetts Cheddist for Compliance(7so civiR5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails).......................:........(Tables';)..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans . ................:.................................... (Table 9)..................................._ft—in.5 I V SIRPlate Spans .......................................................(Table 9)................................ _ft_in.511' FullHeight Studs (no.of studs)....................................(Table 9)....................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans..*......................:.............. ......_........(Table 9)................................ _ft_in.512' SillPlate Spans...........................................................(fable 9)................................._ft_in.5 12' Full Height Studs(no.of studs)....................................(Table 9)................................._.. ..... .... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4. Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ......... . ........... ................................................ 5 6'8' SheathingType..............................................(note 4): .................................................. in. Edge Nail Spacing.........................................(Table 10 or note 41f less)......................... ' Feld Nail Spacing...........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10).... ........................................... ..... — Percent Full-Height Sheathing........:..........:...(Table 10).................................................... 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening � Sheathing Type.............................................. ...(note 4)..........-•---........._......................-•---- Edge Nail Spacing................................_.... (Table 11 or note 4 if less)........................ in. FeldNail Spacing......................................:..(fable 11).........................................I....... in. Shear Connection(no.of 16d common nails)(fable 11).......... ............................ Percent Full-Height Sheathing.......................(Table 11)............................................_......._% 5%Additional Sheathing for Wall with*Opening>6V(Design Concepts).................:.. Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 fZOOFS. Roof framing member spans checked?.........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .�................................................(Figure 19)............. ft 5 smaller of 2'-or L13 Truss or Rafter Connectiond at L.oadbearing Walls Proprietary Connectors Uplift...................................... r ....(Table 12).............................................U= pif Lateral.............................................(fable 12).............................................L= pif Shear............................:..................(fable 12)............................................S= pIf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Oudooker..........................................(Figure 20)............. ft 5 smaller of 2'or L/2 ' Truss or Rafter Connections at Non-Loadbearing Walls, Proprietary Connectors Uplift... 14)......_..................................._.U= lb. Lateral(no.of 16d common nails)...(Table 14)....0................. = . Roof Sheathing Type.........................................._.......(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness.......................................... ............................................._in.2:7/16"WSP Roof Sheathing Fastening..........................................(Table 2)........... .... ........ . ................. — 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-5301.21.1 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 Snaps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 Sa and Figure 18b 2. 'Exception:Opening heights of up to 8 fL shall be permitted when 5%is added to the percent full-height sheathing 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. ' A.MI Git rle to Wood Coristructiori hi High 14,7ndAreas: 110 ntph Wind Zone Massachusetts Checklist for Compliance (780 ChiR 5301.2.1.'1)' 4. 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. it. All horizontal joints shall occur over and be nailed to framing. lil. 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 5. Glazing protection: a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless there is•extensive renovation to the first'floor c)replacement windows—needs energy conservation compliance only(chap 93) _ 6.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B may be obtained from the American Wood Council (AWC)website. -YVEI13iTH6 RUSTS ON FRkMM USEW MA" AT G"= If t/ 1 • ' If ,l rr � r ,r. rr • r a r •, 7 rr n 1 ,1 0 { #•t i;It d o ft Il 4 r I to ER fr m 1 1r 1 rD 1 y 1 d I. 1 C'J�• I i. i I FRAMING MEMBEFC5 rIII I l i �1 I EDGE EITF WAMIATE 1 1; 11 k IL U ; I I 1 X sre' 1, r 1 srArclffe) � NA{ItrSPACJNr3 p TlA4?ATTSiN Pig- PAWL EDGE DOUME NAL EDGE SPACM DETAL See Detail on Next Page p Vertical and Horizontal Nailing Detail Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment Town of Barnstable Regulatory Services RAWWrABM KAS& f Richard V.Scab,Director 1639. 10 0. Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstable.maxs " e Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize jaAki—)6 .>����(f,4 K) to act on my behalf, in all matters relative to work authorized bythis building permit application for. A 44, (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final' inspections are-performed and accepted ignature of.Owner (S'4ore of App cant F&� G r/� � 4 Print Name Pnnt _ Ll Date Q:F0RMS:0 Vn WMEF MISSI0NP00IS Town of•Barnstable Regulatory Services ` �oF Toiryy Richard V.ScaIi,Director Banding Division UAPNSZAJ3M ` Tom Perry,Building Commissioner MAM , 200 Main Street, Hyannis,MA 02601 wwwtown.barnstable.ma.us Office: 568-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: JOB LOCATIOM number street villap, "HOMEOWNER": name home phone# r,� work phone# CURRENT MAMING ADDR FSS: rf . ` city/town state zip code The current exemption for"homeown`ers'`was extended to'mclude owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does of possess a license,provided that the owner acts as supervisor. "\ FnATION OF HOMEOWNER Person(s)who owns a parcel of land on which heel a resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures cc so to such use and/or farm structures: A person o c rY who constructs more p than one home in a two-year period shall not be co id ed a ho owner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/ a shall be re nsible for all such work erformed under the buildingpermit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compli with the State B riding Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the wn o arnstable Building Department minimum inspection procedures and requirements and that he/she will comply with procedures d requirements. Signature of Homeowner Approval of Building Official Note: Three-family d gs containing 35,000 cubic feet or lar a ed to co ly with the State Building Code Section 127.0 Con huctio ntroL HO 'S EXEMPTION The Code states that: "Any homeowner p rforming work for which a building permit is requiaed shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided tha,4f 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:\WPFME3\FORMS\bufldmg permit fotmslMPMS.doc Revised 061313 'K' ie tponziireazzu a� c�la�icaet Office of Consumer Affairs&.Business Regulattou Loci nse or reg�strat�on vand:.for mdrv�dul use only OME IMPROVEMENT CON RACTOR � before the exp�rat�on datef found return,to 3 :_ office of Consumer Affairs and Business Regulatron' egistrabon 164521 Type lO.Park Plaza Suite 5170 Expiration >10/19/2015 Individual _ Boston,iVIA±02116 FRANK DONOVON t 1.. FRANK DONOVAN ,{' 245 SO.MAIN CENTERVILLE,MA 026.32 r Undersecretary. of va i without ignature Massachusetts -Department of Public Safety Board of Building 1egulations.ana:Standaros ConstruCiion SupervilSof License: CS-091391 FRANK.DONOVA, 104 Carlotta Aveaiie " Hyannis rWA'02681 I0 e�� Expiration Commissioner 10/28/2016 W" tv If . f -- - a '� 4 a and lot number ...�2..-116.. . ... : SEPTIC AS,se_s. p 7::, � ��� re . ��� �� CF THE t0 E® IN COMPLIANCE le\A'-.sge Permit number ....... ......�: WITH I7°LE 5 �VIR®N E NTAL I IARXSTADLE, i CODE AND House number ........................::...:.... j `� ......:........:.............. �O�V RECl9Lq°�'9® 3S 9oo�M6 9 0 MPY M A P P R 0 m4g'N OF BA:RNSTABLE r ng able Conserve' igned Date ILDING INSPECTOR . S / APPLICATION FOR PERMIT TO ...........C..........onstruct.................New...........H.....ouse...................................................... ................. TYPE OF CONSTRUCTION ................... ...... ...... .............................................................................. . I� .................Nov...3�...............19........ J TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...........Lot.........�...14........Elliott Rd. Centerville............................................................................. ProposedUse ............Rest;d•ental........................................................................................................... .I.......................:. Zoning District ..... RD �-aR2//V-S Fire District Cent.,/Ost/Niyi Name of Owner ....._... ...�^,z-$....P--- �................�..........'/-'Cd�ess .....I....................................f..............'L.......................:..... .rrgll � 1�=Main_15�__w_Dsre Name of BuilderR. 1i1. Address..................... ...................:............:...:............... ....................... ............ ' - P�aln fit.-0 �tk �11 Name of Architect- E.R::�:.:��4?211211..............................Address e .................................................................................... Number of Rooms ............ ....................................................Foundation Poured Concrete ............................................................................ Exterior C1ao'poard �Shnles.......................Roofing ..... asphalt..................................................... Floors Yt�ood ........Interior .....drywall .............................................................................. ........................................................................ tr ......................Plumbin ....,.�... aths Heating '..........�r.3.�S...l�{'�. ...h. .t,.� '................ g .................................................................... .._ Fireplace ......... k...........................................Approximate. Cost a 1E0.00 Definitive Plan Approved by Planning Board l"__ _______ ___l_�19. 0_. Area b L?.. ........ .. .. . ............... Diagram of Lot and Building with Dimensions Fee ��1�' l ............ .......... .. .................. SUBJECT TO A PROVAL OF BOARD OF HEALTH �CY J), AS PER ATTACHED 1 �J OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . ..z3. ........ . Constructio uper--vi'sor's License .........................":. �! MRZINS, ARNOLD J. & ,JOLANTA Z. NZ9321.... Permit tfDr ...1 z,4 Sto y............... Single Fa. . Dw fling .., 0 Location Lod )~�+��4.83••Elliott Road ............................ Cefi�texville < ....................... A ..... .ld.. ..............................:........... / Owner ...... rno . & Jolanta Berin Z z ...... ca - T :4 13 Type of Construction? ....... .vx.ame...................... c_ j r' f 5 P4'ot ............................ Lot ................................ .. f Permit Granted .......May..12.. ......�........09 86 Date of Inspection ..................... ....... .....19 r ..`. ��..... ..Date Completed .......� "�` :....1 PSI • Assessor's map and lot number ,.1.6. ........J ....... 0,*THE ro Qy Sewage Permit_number .....Es....... Z BASBST/1DLE, i rasa House number .:..................... /.....� 3............................. 'oo �639. oo war a' TOWN OF - BARNSTABLE y��-' . BUILDING INSPECTOR APPLICATION FOR PERMIT TO Construct New House / ; . ................................................................................................. .............. TYPEOF CONSTRUCTION ...................WQ.od........................................................................................................ .......................v......3...................19..8 5 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .........L,o:......... ...14........Elli,ott Rdo Centerville ............................................................................................................................... Proposed Use Residental .................................................................................................. .............. .......................................................... RD ' :<� Cent./Cst/mm Zoning District ........... .......... ..:..-............... Fire District ........ ..................... ...... , ,,,$...................:.� . 'N a b. ' / � :, Y ��,� - ! �//p, ! �i F4 Avi�- Name of Owner .....Thed.ore•••TurnerZ '� �' �ddTess .....P�.a a> '�i""• Qeterville ................................... ................................ ... �� Name of Builder ............ ............::..........:..............................Address ..�::��?.�:�!. :-.5� i--- -• ce'-- Name of Architect ... .. . .. . ... . . .............................Address ...i.....�......-..'A.......i..n......S..t...�.._...p....�...t.............l...l..e.... Number of Rooms ............ Foundation .. qure� COnCrete r'� T ,Exlerior ............��..�: aobaard g15h9.nules As halt Floors wQQd Interior .... r�Wall ....................................................... .................................................................... Heating ........ g 2• i3aths. Cx.At3... 5� ..bad:t�,e ....................................:.Plumbin ................................................................. 9 160 00 /R, n r+. i...:.Approximate Cost ...... .............Fireplace R....�...Ck, 1_.....k. pp ............................................... Definitive Plan Approved by Planning -Board t--------- �ct___1 _19_ _. Area .366- ".74.............. Diagram of Lot and Building with Dimensions L/ Fee � f'�, .......... r... .. .................. SUBJECT TO APPROVAL OF BOARD OF HEALTH t � ' ,� 1� AS FER ATTACHED 1y i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. it 'ame ...... .� .0—,, . . ..... Construction u pervisor's License .................................... BERZINS, ARNOLD J. & JOLANTA Z. A!-227-116 No ..,29321... Permit for .... .11 Story Single Family Dwelling I, Location Lot-#14, 483 Elliott Road Centerville Owner ...................Arnold J. & Jolanta. Z. Berzins ............................................... Type of Construction Frame �r .. ............................................................................. ' Plbt ............................. Lot ........... . ................. Permit Granted .....11.4y... ..................19 86 Date of Inspection ................... ......19 Date Completed ......................................19 f �A\AV cov-4 (b) F r O/A yoFteero• TOWN OF BARNSTABLE Permit No:.....293? ... BUILDING DEPARTMENT { DAUVfI TOWN OFFICE BUILDING Cash ................ i639 -x, hcurR� HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to ARTNOLD J. & JOLANTA. Z. BERZ INS Address lot #14 483 Elliott Road, Centerville USE GROUP FIRE GRADING OCCUPANCY LOAD - . THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. / June 11 19....87 i /f V.. s... ............. . . ............................ ............. ...... G' Building Inspector TOWN OF BARNSTABLE BUILDING DEPARTMENT s » TOWN OFFICE BUILDING rua HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by Building Permit #...... .. -�.�% ..._. _....................................................... ... ... ..................... ......... / issued to 1.. ... P ,ZrIA/5... ..... ..._ Please release the performance bond. } � "BUILDING TOWN OF BARNSTABLE, MASSACHUSETTS PERMIT JOB WEATHER CARD z 'j' 29321 DATE a'.r 19 PERMIT NO. «'� o-: ( 1i APPLICANT ADDRESS owue: (NO.) (STREET) (CONTR'S LICENSE) build lil el-1 i:lg ( J � ) STORY Jidiv/c family dweIIiii�r; DNUMBE OF WELLRNG UNITS ? i PERMIT TO (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) LOC 614 4U.j SlliCICr ;U%�� Centurvil.le ZONING AT (LOCATION) DISTRICT (N0.) (STREET) BETWEEN AND .i (CROSS STREET) (CROSS STREET) _ 1 LOT SUBDIVISION LOT-BLOCK-SIZE BUILDING IS TO BE FT, WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTIC ( -.1 TO TYPE --USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: 1 i s I .�> s „_ c?.� ft. AREA OR �„ ) 1�Q.� 160,0oo PERMIT $ ;'„ 75 VOLUME ESTIMATED COST $ FEE i (CUBIC/SQUARE FEET) ( OWNER 1.ADDRESS i,? ; BUILDING DEPTi ! THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY C ® PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE A PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINE FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDIT101 OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVER!NG STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY To LATH 3. FINAL INSPECTION BEFOREE FINAL INSPECTION HAS BEEN MADE. t OCCUPANCY. , POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING IN PECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 27N vat o � �'s 2 j I 3 �HEAT;NG !NSPECTING APPROVALS REFRIGERATION INSPECTION .APPROVALS I' )Z7A I �S a OTHER 2 --------- ' Lll) _07 i WORK SnAL_ NCT PROCEED UNT:L TriE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION iNSPECTIONS INDICATED ON TH!S CA! uSaECT:,R !!AS APPROVED THE vas; uS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE'THE CAN BE ARRANGED FOR BY TELEPHO! STAGES OF CONSTRUCTION, PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION, 44 CENTEP-VILLS � An Lo 31.a� 1 L L 1 O `90•gip. � i T PI�EPAJEE0 FOJQ LOC.4T/O../: CEINTEP�V.ILLE_, MASS. BEIeZ/NB SLOG. CORP 5o aArC: MAY 5� 19 Sao Z-07 lg .PLAN B/-.. 3051 PG. 44 2 al".Vhklal SA/OH/ti/ 0 ./ Ti-//S PLoPAI /S LOC�iTEa 4> TfVE y^BociVD �iS..SNOW.t/ f/E.eEO�c/ �`�N OF ry\, o' ARNE yGn� <I H I cD OJaLA a #�� [�j�wn came er�9inecrir�9 �o� Is L A7AIO SCJtV6YO B3 fir/ —` / BOC.JTE Gq^-`�.eMOC/Tf-/� MASS. ArC- ems. L�i•va sc�evtYoe r TO: Mr. Thomas Perry E } A Building Commissioner Hyannis, MA 02601 A 2 3 PM 12: 14 FROM: Jolanta Berzins 483 Elliott Road `!s i Centerville, MA 02632 Tel 508 771-4485 Date: March 23, 2006 Re: New roof at 483 Elliott Road, Centerville, MA 02632 Contract with: Adam M. Cox III, Rainman Roofind& Gutters, LLC. Dear Mr. Thomas Perry: There are many leaks coming in the house since the installation of a new roof at my house on 483 Elliott Road, Centerville done by Rainman Roofinf& Gutters LLC. I have not received any response from him yet. On Dec 13, 2005,Mr. Thomas M Riley, Programs Manager, Board of State Building and Standards had asked Mr. Cox to forward to me a copy of his response. On telephone conversation as of today,Mr. Cox said he had not received any requests for response. As of today, Mr. Cox is waiting for a heavy rain, and he says he would come in and inspect the house where is it coming from. Now he claims that all along he has warned me about deficiencies, "the house was build incorrectly", there were leaks before"and that is why it is leaking now", "that is not my responsibility":. Before the (,1 contract was signed, I asked Adam Cox to give me the total price for the contract, because I did NOT WANT ANY EXTRA CHARGES OF ANY KIND. J Mr. Perry, what are my options and what can I do to protect my property against water damages? Sincerely, t (\.J Manta Berzins wzw TO: Rain-Man Roofing&Gutters LLC PO Box 359 Mashpee,MA 02649 Attn M.Cox II1,President 508 7714411 28 Sand Dollar Lane New Seabury, MA 02649 From: Jolanta Berzins 483 Elliott Road Centerville,MA 02632 508 771 4485 Re: New roof installation 483 Elliott Road,Centerville,MA 02632 Date: March 2,2006 Dear Mr.Cox, A request is hereby made,to do all the work is necessary so there would be no further leaks,as per guarantee. Your guarantees as well as advertisements said"substantial workmanlike manner", "top quality","no leaks". That is want I want you to do. Water coming in thru ceiling in computer room(in the bucket 1 collected about 2 pints of water during the rain storm on or about Feb 6,2006)in my bedroom(about 1 pint of water thru the ceiling),stains in library(about 2 feet by 6 feet),living room(2 feet by 7 feet),dining room(3 feet by 6 feet),in upstairs bedroom. Yes,unbelievable,but urifiutunately true,about ten(10)plus leak, IT HAS TO BE REPAIRED IMMEDIATELY. Note:I did have one leak in my bedroom before,partially that was the reason I had decided for a new replacement. There were NO OTHER LEAKS BEFORE IN THE OTHER ROOMS. If the reason for all the leaks are as you claimed"the house was built wrong","the siding is leaking".why did I not experience the leaks before while I had the old/replaced roof? Your argument is not valid. The replacement of 2 broken thermopane windows to be done immediately. Plus other work that is necessary to when the weather will be warmer. Very truly yours, Jolanta Berzins r TO; Mr. Thomas M. Riley Program Manager Commonwealth of Massachusetts Board of Building Regulations and Standards One Ashburton Place, Room 1301 Boston, Massachusetts 02108-1618 HIC Reg Num: 144149 Complaint Numver: H2005-616 Dec 13, 2005 From: Jolanta Berzins 483 Elliott Road Centerville, MA 02632 508 771 4485 Date: March 23, 2006 Dear Mr. Riley: As of this date I have not received copy of registrants response. Mr. Adam Cox has stated to me that he has not received any letter from you. Mr Cox has not done anything to stop numerous leaks on the new roof. He has not even inspected himself the roof after they left.on December 23, 2005. During a heavy rain in January 2006, I called him to come over to see the leaks. He did not come. Now he claims he has to wait for a heavy rain. The deficiencies are so numerous, but he just refuses to do any repairs. Sincerely.yours, Inta BetJns AMOr- Ru AV Announcing Fastening Improvements on TIMBERLINE andVa' o-'VillaGN ARCHITECTURAL SHINGLES SERIES 3-TAR SHINGLES The Problem... con&actorsP N ever i�gle ping a U o Most major shingle manufacturers'application instructions too rigid for fastener placement e Warranty denial for blow-offs...based on fastening patterns— even when the real problem is a material defect! • Installation rejections...by code officials and consultants who are assuring compliance with what are overly restrictive manufacturer application direcctivves ® Mandatory removal and re-application of shingles--costing time and money The l f®® ... The B oof. . GAF's expanded approved Will these expanded fastener options fastener placement area adversely affect wind uplift resistance? (see reverse for details), No!r! resulting in: ® Greater flexibility • UL testing(UL997) conclusively proves that, in fastener placement once the shingles have sealed., e Efficient installation GAFt new expanded fastener placement while maintaining highest quality will NOT adversely affect wind resistance o Reduced risk of unnecessary o GAF's long-term field experience and costly rework supports the conclusions of UL 997 testing e d "Quality You Can Trust Shoo 1886 a e.from North America's largest Roofing Manufacturer" caF�A�as CORPORATION 0 I �E LAVE SHINGLES ® SIECT, a GAF MATERIALS CORPORATION IV N IIERLiNcm I f�LIIVE , , SS SHINGLES klo APPLICATION INSTRUCTIONS Four Nail Pattern Metric Size Shingle:13-1/4"x 39-3/8"(337-1000mm) 4am-11.518°-14-W(295.372mm) 11-5r8°-14-W(295.372mm)—i of �1/2°-2.1/2°(13-64mm) � W-2-1/2"(13-64mm)�� Fasteners ouble plyan bottttoomtsideof ®ngle � 9 5314°-61/4° To Fasten: leners within(146.159mm) Ze NOT beee posed) Require A Six Nail Fastening Pattern? Use the directions above with the following modification: Replace the inner two fastening locations with four fastening placements. Place two fasteners 8"(203mm)from either end+/-1°(25mm),and place two additional fasteners 16"(406mm)from either end+! 1"(25mm). i GENERAL INSTRUCTIONS •ROOF DECKS:For use on new or reroofing work over well-seasoned,supported wood deck, diate sealing,apply 4 quarter-sized dabs of shingle tab adhesive an the back of the shingle,1". tightly-constructed with maximum 6"(152mm)wide lumber,having adequate nail-holding capac- (25mm)and 13"(330mm)in from each side and 1"(25mm)up from bottom of the shingle.The ity and smooth surface.Plvwood decking as recommended by The Engineered Wood Assn.Is shingle must be pressed firmly into the adhesive.For maximum wind resistance along rakes, acceptable.Where a Class A rating is regcared over decks less than 15M thick,an underiayment cement shingles to underlaymam and each other in a 4'(102mm)width of asphalt plastic roof is required.Do not fasten shingles iliac It y to insulation or insulated deck unless authorized in writ- cement. Ing by GAFMC.Roof decks and existing surfacing material must be dry prior to application of shin- NOTE:Application of excess tab adhesive can cause blistering of the shingle.The film strips on the gles. back of each shingle are to prevent sticking together of the shingles while in the bundle.Their •UNDERLAYMENT:Unded ment beneath shingles has many benefits,including preventing removal is NOT required during application. wind driven rain from reaching the interior of the building and preventing sap in some wood deck- CANADIAN COLD WEATHER APPLICATIONS: CSA Al23.5-M90 mandates that ing from reacting with asphalt shingles.Underlayment is also required by many code bodies. shingles applied between September 1 and April 30 shall be adhered with a compatible Consult your local building department for its requirements.Where an underlayment is to be field-applied adhesive.See Wind Resistance for GAF Materials Corporation's recommendations for installed,a breather-type underlayment such as GAFMC's Shingle-Mate®underlayment is recom- the application of that adhesive. mended. Underlaymerd must be installed flat,without wrinkles. • MANSARD AND STEEP SLOPE APPLICATIONS: For roof slopes greater than •FASTENERS:Use of nails(rather than staples)is recommended.Use only zinc coated steel or 21'(1750mm/m)per foot(do NOT use on vertical side walls),shingle sealing must be enhanced aluminum,10-12 gauge,barbed,deformed or smooth shank roofing nails with heads 3/8"(10mm) by hand sealing.After fastening the shingle in place,apply 2 quarter-sized dabs of shingle tab adhe- to 7/16"(12mm)in diameter.Fasteners should be long enough to penetrate at least 3/4" 19mm sore as indicated in Wind Resistance above. The shingle must be pressed firmly into the into wood decks or just through the plywood decks.Fasteners must be driven flush with the sur- adhesive. face of the shingle.Over driving will damage the shingle.Raised fasteners will interfere with the •EXPOSURE:5-5/8'(143mm) sealing of the shingles.If the temperature is below 40 F or in areas where airborne dust or sand •THROUGH VENTILATION:All roof structures must be provided with through ventilation to can be expacted before sealing occurs shingles must be hand sealed (see WIND prevent rentrapment hel of moisture laden air behind roof sheathing. Proper ventilation is also -WIN CRESISTAIAND NCEMAND SEALING:These shingles have a special thermal sealant that current F.H.A.,H.8.Dror local codverit mold e minimumntilation requirements.sions must at feast meet or exceed firmly bonds the shingles together after application when exposed to sun and warm temperatures. •NON-CORRODING METAL DRIP EDGES:Recommended along rake and eave edges on Shingles Installed in Fall or Winter may not seal until the following Spring.if shingles are damaged all decks,especially plywood decks. by winds before sealing or are not exposed to adequate surface temperatures, or If the •ASPHALT PLASTIC CEMENT:For use as shingle tab adhesive.Must conform to ASTM self-sealant gets dirty,the shingles may never seal.Failure to seal under these circumstances D4586 Type I or It. results from the nature of self-sealing shingles and is not a manufacturing defect.To insure imme- f f Underlayment•Standard Slope-W12(333mm/m)or more J� Underiayment:Low Slope 2/12-4/12(167mm-333mm/m) Application of utiderlayment:Cover deck with one layer of undedayment installed without Application of undedayment and eave flashing:Completely cover the deck with two wrinkles.Use onto enough naffs to hold undertaymerd to place until covered by shingles. layers of unded ment as shown.Use only enough nails to hold undedayment in place Application of eave flashing: Install eave flashing such.as GAFMG Weather Watch' or unfit covered by shingles.Use blind nailing for eave flashings.At eaves and where ice dams can StormGuarde Leak Barrier in localities where leaks may be caused by water backing up behind be expected,use one layer of GAFMC Weather Watch*orStormGuarde Leak Barrier.Eave flash- ice or debris dams.Eave flashing must overhang the roof edge by 3/8'(10mm)an extend 24' ingall must overhang the roof edge by 3/8"(10mm)and extend 24'(610mm)beyond the inside (610mm)beyond the inside wall line. w line,Where ice dams or debris dams are not.expected,install 2 plies of Shingle-Mate® undedayment. 4'(102mm)r--_ Deck 12'(305m n) - Weather Watch' Lowslope Minimum Slope. / or StormGuard' 2'M 4' .` Weather Watch' For lower slopes,see Box 1a. �/ Leak Barter. (Simm to 102mm)12,305mm or Stain Barrier. ( ) ��/� leak Barrier. All sheets are 36'(914mm) � � �are"(10mm)Root Overhang wide Shingle-Mate° All sheets are 36"Of 4mm) undedayment. 2'(51mm)Side Lap wide Shingle-Mate' , r`y�, L sheets f 4'(102mm)End Lap tmdedayment. —110 provide de m) Rake drip edge double coverage. Along rake,place Along eaves put undedayment 3/8'(10mm)Roof oveArang drip edge on top on top of metal drip edge. Eaves drip edge of underlayment. - /2 Starter Course First Course Apply as shown. 3 Start and continue With full shingles laid flush with the starter course.Shingles may be Start at either rake and laid from left to right or right to left.DO NOT lay shingles straight up the roof since this lay in either direction Urd rla 1e,g procedure can cause an incorrect color blend on the roof and may damage the shingles. Nontonodi�+g \teD9 llndeda and Metal Drip e\�ge �". 0,awos y'" _ For maximum wind resistance along rakes,cement shingles _ eou� Place shingle 3/8'(10mm)to undertayment and each 'Xetover eave and rake edges Fp other in a 4"(102mm)width 5 to provide drip edge C{t' of asphalt plastic roof cement 6 Pn� continue ps's � Trim tabs off all starter course first course shingles,then place and nail with wool. Trim 6'(152—) as shown,3°to (76mm to ehirgyn from anti of 102mm)from pave Stan Trrst course with whole first shingle shlrde placed 3a'00 mm) over eave end rake edges to provide drip edge 4 Second Course 5 Third Course Start and continue second course as shown.Trim 6' (152mm)from the end of the Trim 11"(279mm)from the first shingle in the course then continue with full shingles shingle.Position the shingles in the second and subsequent courses flush with the tops of across the roof. the wide cutouts.This results in a 5.5/8"(143mm)exposure.Continue with full Width shingles across the roof.Strike a chalk line about every 6 courses to check parallel alignment with eaves. NOTE:Shingles may be laid from either Third Coarse left or right hand side.Start at either rake edge With shingles having 6'(152mm) trimmed from rake. I GpJ 1 0 FM •• • • - / c_ •"- First Course Full shingle Tdm Siirgtes Trimmed Shingles G(152mm) Fourth and Remaining Courses Hip and Ridge Trim.17" 432 mm)from first shingle in the course,then continue with full shingles across 7 For single layer application,use hip and ridge shingles and apply as shown.To enhance the roof.fifth and subsequent courses repeat full shingle instructions from Step 3. appearance,use GAF TIMBERTEX*(one bundle of TIMBERTEP Hip&Ridge covers 20 lin- eal IL-6.1 meters)or a double layer application of Universal Hip&Ridge.For double application, start with triple thickness of precut Hip & Ridge shingles and continue remainder with Fifth C� double thickness.Fasten in same manner as single application shown.Apply laps away from Full shingle prevailing wind direction.Follow application instructions on TIMBERTEXe wrapper. Third Course. Fourth Course 8'(203n-)exposure Bend Hip&R)d a shirfgle TIMBERTEX° centered over Filp or Ridge Hip&Ridge ate: Second course First course Nag 9'(229mm) •�• Full Shingle 5'127mm from bottom and ( ) 1'(25mm)from edge -- - a)(Posure Nail 5-5V(143mrn) from bottom and Trimmed S 1.(25mm)from edge Wall Flashing(Sloped Roof to Vertical Wall) 9 Chimney Flashing cu.1 m Sheathing rSiding high5d.of _ N.—ding metal Wmney cdmteraashdr�q to extend down over Non—roding metal base flashing. base fleshing one piece step flashing for each course. 5'(127mm)W. C~in place and nail in 2 nails. dYm9 shingles In aeonft plow.cement Metal flashing (Nailed toihe delis,not to vertical side wall) Gap Shingle-Do Not Nall. A _Install with Roofing Cement Roofing Cement Shingle Roof t—Roof Deck , 10 Valley Construction—Closed Cut .' Valley Construction—Open Center full width and Valley aerdar fain lraf slan in .•.7 p�{ '�¢r„a .fir•. C,,tU11r zdlh Q or �Weahar Id' 'No fasten..vlJtdn k7 u. Sto-GuarR°leakeanlef Hm (a. 6'1Un-)of carter line 7 �. (m6v(112 lend lapal teak.artier all(152mm) and lope)In va11eY. .11 ,. ,, `` t -s,„� � ':... aDey E Rend 1Y shingle # Sean�Wf f(oot IWkeverY l'2`tole' �dm.n 20'(5a9mm) Oo rra w/through g edge. Cony dedaymefa — CIWPad comer set Manny 244 ggaauga - Ev1 across veyey _ hOngcoffee molar in-spay Mimm�m 4'(1¢2mm) under shm9les at cave Embed shkOes in Rm sW.1 Qdp and fine moopp a�m only .Pay I2 1315..)ma h m wde 1velley'6 s)ng Spreads 1/e'(t0,mnhn) 1-f,at t—d eaves e,�<tmmred 2.ffitmm> +om.�y tees en. precautionary Notes Re-Roofingg Timberline®Series shingles are fiberglass,self-sealing asphalt shingles.Because of the natural if old asphalt shingles are to remain in place,nail down or cut away all loose,curled or lifted shin- characteristics of the high quality waterproofing material used,these shingles will be stiff in cold files;replace with new;and lust before applying the new rooting,sweep the surface dean of all loose weather and flexible in hot weather. debris.Since any irregularities may show through the new shingles,be sure the undedy�'ng shingles . 1.Do not drop bundles on edge,over the ridge,or on other bundles to separate shingles. provide a smooth surface.Fasteners must be of sufficient length to penetrate the wood deck at least 2.Handle carefully.Shingles can easily be broken in cold weather or their edges damaged in hot 3/4' (19mm) or just through plywood. Follow other above instructions for application. weather. Nate.Shingles can be applied over wood shingles when precautions.have been taken to provide 3.All exposed materials must be of Class A type. an acceptable smooth surface.This includes cutting back old shingles at eaves and rakes and 4.Store in a covered,ventilated area—maximum temperature t 10°F(43eC.) Store on flat installing new wood edging strips as needed"Make surface smooth and use beveled wood strips suraace and use weight equalization boards if pallets are to be double stacked.Shingles must if necessary.Install#30 undedayment to maintain Class A rating. be protected from weather when stored at job site.Do not store near steam pipes,radiators, etc.,or in sunlight.All rolled product must be stored on ends. This product is sold with an express LIMITED WARRANTY only.A copy of the LIMITED WARRANTY stating its terms and restrictions is printed on the product wrapper may be obtained from GAF Materials Corporation or at www.gal.com.Any deviation from printed instructions shalt be the responsibility of applicator and/or specifier. IMPORTANT: Repair leaks promptly to avoid adverse effects, including mold growth. Q2004 GAF Materials Corporation METRICNATIONAL 122903 i ti. To: Building Department Hyannis, MA 02601 From: Jolanta Berzins 483 Elliott Road Centerville, MA 02632_ Tel508 771-4485 Date: October 25' 2005 0 �9 Aug 30, 2005 Jolanta Berzins, 483 Elliott Road, Centerville, MA 02632 tel 508-771-4485 signed contract to install a new roof on her residence with Adam Cox, dba Rain-Man Roofing & Gutters, LLC Adam Cox to be on the job at all times to supervise the job himself. Work to start on ar about Sept 26, 2005. Oct 4, 2005 to Oct 7 Adam Cox crew was on the job for 4 days. Towards the end of the week Mr. Cox asked if the next payment in the amount of$10000.00 be split in two, it would help him out considerably. Oct 10—Oct 14, 2005 rain all week. Oct 9—Sunday, 8:30 AM I called A Cox and left a message water leaking in the house, I placed buckets around the house and tried to clean up as much as I could. At 10:45 Adam Cox called, he had been fishing in Vermont and could no return my call sooner. Sometime after 11:00 three men arrived, one of them Paul Morgan(one of two lead men), gave his tel 774-392-2205, lives in Falmouth. Adam Cox arrived sometime in the afternoon. Later in the afternoon he picked a brand new tarp and covered the roof(A Cox claimed that the previous one, however a new one, apparently had"leaked". Water came in on the second story from ceiling,thru electric fixtures, along the window frame, down to 1"floor, then to basement floor a big puddle.. �r�achey�S Oct 13, 2005 Adam Cox came to my house asking money. Michael Maheras, a family friend, looked at the roof. And met Adam Cox , who after discussions about the work, said he does not want to come back and continue because we expressed "too much negativity" he would leave all the materials that are at present on the job, and let someone else continue and finish the job. Oct 14, 2005 My son Robert Berzins, spoke on the phone, A.Cox said he has cash flow problems, he will work for a week somewhere else to improve his money situation, promised to my son he would come back and finish the job. Late in the day A.Cox had left a message on my answering machine "If you would like, you can call me"—My answer"get back on the job and finish it." 10-Oct 14, 2005 rained all week. Oct 15, 2005 (Saturday) Adam left a message that Monday Oct 17, 2005 he has to finish another job, but would be back at my job on Tuesday, Oct 18, 2005. Oct 17, 2005 Adam Cox arrived at my house, again asked for money (although no money due per contract), I said I could not pay him at this time, pulled out all the ladders, staging etc. to work in Eastham. i I When the crew returned on Oct 24, they said they have been out of work, except a few random hours they have put in here and there. Oct 21, 2005 11:20 AM Adam Cox called and asked me repeatedly the same question "what did I want him to do"—My answer was the same "get back on the job and continue the work and you will be paid according to the contract". However Adam Cox had prepared a NEW CONTRACT with different terms, and based on the new one, again DEMANDED MONEY. I begged him not to be so diffult on me, since I have prepaid 50% on the contract and I did not owe any money at this time. I explained to him, I am 75 years old, have brain tumor Meningioma Hydrocephalus and I am under the care of Dr Peter K. Dempsey at the Lahey Clining in Burlington, MA. Nevertheless, Adam Cox continued demanding money. "The work takes more time than I (Adam Cox)thought, I need money ". As it stands as of today, in my opinion less the 20% of the total job is done. Oct 24, 2005 Adam Cox (again asked me to sign the new contract and give him money to him because he needs it. Since I had given Adam Cox $20000.00 prepaid said to me he had given (prepaid) at the time of the order end of August about $9000.00 to Botello Lumber in Mashpee. According to the supplier Rain-Man Roofing is on cash basis (pays each time as materials are given/delivered to him) and there is nothing prepaid on his account. On Oct 24 Adam Cox called Botello in front of me (the telephone was on speaker mode), and asked the same question—Michelle answered that the materials he has are paid for. When I wanted to ask Michelle is the materials were prepaid to cover the whole job, Adam Cox got very angry at me, and said I have no right to that and the phone conversation was cut off. An hour later Mr. Cox came back in my office, Michelle at Botello was on the phone and I asked the same question if all materials were prepaid, that the previous time I had received a negative answer she assured me, that was an error what info the previously had given to me. I am afraid I did not get the truth. As it stands as of today, in my opinion less the 20% of the total job is done. As of yesterday, Adam Cox said, if he were to cease the job, he would submit a bill for the work done on the job, less the money paid in, and the balance (?) I would owe to him! As it stands as of today, in my opinion less the 20% of the total job is done. At best it would be about $8000. less $20000. he received, so he owes me about $12000. As it stands as of today, in my opinion less the 20% of the total job is done. Estimate done based on the original house plans. To interrupt roofing job at this time of year, is the worst timing possible. Yet I do not think I could possibly take Mr. Cox word, since he has broken so many previous promises. My dilemma is that the work has to be finished. Jolanta Berzins • s 4IR QAQ'A Rain-Man Roofing & Gutters LLC. x �� �� a �: P.O. Box 359, Mashpee,`MA, 02649 �k s` Adam M. Cox 111, President ` ' . (508)-771-4411 / (508)-274-4048, cell } 08, 30 `05 SUBMITTED TO WORD TO BE PERFORMEI .D AT Ph MR MMg �g� Ezzflil k ' �mP '� $ Y Y 3 �u p r; z �me d�5 �' t us d�'. •aIN v.Centerville,- MA '02632 0 8 19 05 PRONE'No "� 508`). 77 :4485 aRCii�rEcr Adam M Cox III, President tt % rs' tertaerircaeOW- ifom2tte �41ecessaryfo '` .-- . �� K rr...,j.,y -x�'. +_ 77,r".- '� - r.n r y-.fl 'b"'.,• �..€-� .�r .fix fsr-'} f nstalfationoa 1/2, {halfrphCDX 1 ©odraof r echtl v tra tea. , 3 M `Roof Shtn les to beynstalled�a"re GAF>Grand&Ttmberllneas� altshin le�s�;a;"red cedar ib color ,, The t�rhde[la.'ment'for'sh^n` 1es";w_tfl{uilize,G_AYF' �7£ stwins_atl�ato consistin ofg5iee &.wa#e; barrier shields anstailed on alleaves, rakes, vafle s,., flashln``:s &.,ch'eeks a 15 ib_: -rolled felt a er nstailed,fln rematnm toot Surface areas Partial d- is-assemk l & to'assembl. .`of roof,cheeks fior'mstal`ta#ion of fl'as hin s where necessa for tnstallattan of new a as :halt slim le Valle` ' es ned on roof will be a cut e,val s.d le Lnsta11at1on of a Cobrarid e wentin 's stem a ied to all of roof>cid es rr All debries will be ke t contained between two durrt sters located one on each tlrivewa A full cleanup will be performed�du'rin and after completion of.stated roof work: All Work to be Performed in Accordance with the.Industries Higher standards All material is guaranteed to be as specified, and the above work to be performed m_ae rdance with the drawings and specifi- - cations submitted for above work and completed in a substantial workmanlike manner for the sum of forty thousand & five hundred dollars { rty - ) Dollars- {$ $ 40 0.00 � with ayments to be ade as foiiows. Checks made payable: Rain-Mein LLC % D 50 eposit ; 1 20, 250.00 25 IN, Due Upon Completion of East Wing ; $,10, 125.00 20 % Due-Upon Completion of West Wing;. $ 8,'100.00 Respectfully.submitted Any alteration or deviation from above specifications involving extra costs will be executed only upon written order,and will become an extra charge Per am M Cox , PreSi t over and above the estimate. All agreements contingent upon strikes, ac- cidents,or delays beyond our control. . `Note—This proposal`may be withdrawn 5% Due 10 Days After Completion $ 2, 025.00 by us if not accepted within ,days. 0C5PTANCE t F PR0GSA#. The above prices specrfid ti, and condltinns t r8 satisfactory`-and are herb accepted You are authorized to do the work' as specifled;_'Paymerits w!ll;be made as outlined above Signature:. Date_� '° o:( signature M: NC3818-50 PROPOSAL MADE IN USA Mrs Jolanta Berzins.max s, PROPOSAL Rain-Man Roofing & Gutters LLC Mash pee, MA 02649 01 P.O. Box 359, p � n AdamV. Cox III, President (508)-771-4411 / (508)-274-4048, cell oA _ 08 30 0'5 PR0ft SUBMITTED TO: WORK TO BE PERFORM AT-. .�"+ "y r 7 .rr .t 't. y - "�'c 43r'K i- t --.s -�Jala� Berztns N ..bD�� .y aT. T - 3 " 83 EJtigtt Rd r G nterville, - DATE of R AN IVIA Q2682 08 19= 05 PHONE NO ARCHITECT ( 08 ) -771 - 4485 Adam M Cox III, President 8tvf3GtQ TStI 81tt 5 aF1P.FQ1# tl wibfiPrG S8a rf0t t � r a :s.. ` > . 'F a� '1' .q y - "E` '�.w§r-fs`7• r t g'r.;.w+,..'w S ,,q. ..mt�r4..h ,.v 1 nn�n�c S""6.�rC�.`-"„a z,s..�..��.a=.�c : l2egga"f'aileist�n has e °yh�al#a. d�Fce arroof siil -lesiern" _rii oares._ra_, [n , _ . efasfeninosIexM #ins ran hoard #ra in ahere2tinecessa= " 7� nsta is n of a` .-72' {half rt�c r tra � �. `Roof St�atag`�est© b �nstaletl are GAF;;Grand�Timf�erli�eas. y'alt�sh► les=;;a ed.,ceda�aln,coior ' x Tt�e.urtderl`a. ment fo�shir les_witC.u�ilizEGAI='s 7��ste-`jansfalia�lo�::� . � ;,. ,;,�,,a. , - co:iaslsti,_` of ;ire &;vira#e��bart•ie;�shields in�talle��on,alb_eaves.,,rai�es wall"e s, ,.y , flashin Y a'15.Ib. Id: it `a er installed on rernaih',n roof surface arees_ Partial.Tdis assembl & re=assembl -oft oof cheeks.for insfallatlon Qf flash: s where;:. necessa; _for:`ihstallation of new e;as haltshin le - Valle"`s'desi��ned on roof will be a cut t e valle :+ 2. ..:Installation of:a:Cobra rid a ventin 's` stem`a Tied taall of roof rid es: 7777 All debcies will be ke t contained between wo.tlum sters loca#ed one'.on each:drivewa A full:clean-u will be erformed dun- and afle,r com (etion of stated roofi work: .. .,` _ _.. _ All Wok to.be Performed in Accor nce with the.Industnes Higher standards" All material is guaranteed to be as specified; and the above work to be performed In accordance with`the drawings and:specifi- cationssubmitted for.above vuork and completed in a substantial.t orkmanlilte manner:for the:aum of forty =thousand & five - hundred dollars ) Dollars ($ $ afl with ayments to be ade as'foilotnrs. Ch ks made pa a Ie: Rain-Man L C e y 50 % Deposit ; 20, 250.00 , coal c k-�!!�6$ 25 % Due Upon Completion of East Wing ; $10, 1,25.00 20 % Due Upon Completion of West Wing; $ 8, 100.00 Respectful ly.submitted dam M. Co . Any alteration or deviation from above..specifications involving extra costs_ will be executed only-upon written order, and will become an extra chargepe r President r2sident~ over and above the estimate. All agreements contingent upon strikes, ac ciden►s,or delays beyond our control. Note—This proposal may be withdrawn 5% Due 10 Days After Completion $ 2, 025.00 by us If not accepted within _ days. The above prices specrf►catlons and:candllons are: satisfactory and are 'hereby;accepted, You;erg authorized; to do.the work as spe..cified ,Payments-`will bernade;as outliiie�above°^ - Signature Date Signature MADE IN 3818 50 Maoe 'PROPOSAL na m useA Mrs Jolanta Berzins.max I F illi., TM GAF MATERIALS P/2EM/[/M ARCH/TECT[JRAL SH/A/GLES CORPORATION APPLICATION INSTRUCTIONS 40"(1018mm) 1101 8°(203mm)-9"(229mm) These shingles must be nailed 14'(358mm) g /3"(330mm)- It_15"(381mm) a nominal 8"(203mm)from bot- 14"(35emm) ► j ---1(25mm)-1-1/2"(38mm) I tom of shingles.Nails should not 1—1(25mm)-1-1/2•(38mm) i(25mm)-1-1/2'(38mm)—►t be exposed. 1-1P2•(38mm)—.� n• (432mm) — — — — — 1:1 — — — — — — — 0- 0 Self Seal Adhesive on Beck 1Z Nail Guide Standard Nailing Pattern-four nails per shingle Line Six Nail Pattern GENERAL INSTRUCTIONS •ROOF DECKS:Wood decks must be well-seasoned,supported,and tightly-constructed with To insure immediate sealing,appIyy 4 quarter-sized dabs of shingle tab adhesive on the back of maximum 6"(152mm)wide lumber,having adequate nail capacity and a smooth surface. the shingle 1"(25mm) and 13 (330mm)in from each side and 1 (25mm)up from bottom of the Plywood decking as recommended by The n�ineered Wood Assn.Is acceptable.Where a Class A shingle.Press shingle firmly into the adhesive.For maximum wind resistance along rakes,cement rabny is required over decks less than 15132'thick,an underlayment is required.Do not fasten shingles to underlayment and each other in a 4"(102mm)width of asphalt plastic roof cement, shingles directly to insulation or insulated deck unless authorized in writing by GAF.Roof decks NOTE:Excess tab adhesive can cause blistering of the shingle.The film strips on the back of and existing surfacing material must be dry prior to application of shingles. each shingle are to prevent sticking together of the shingles while in the bundle.Their removal is NOT •UNDER AYME :Underlayment beneath shinq es has many benefits,including preventing required during application. wind driven rain from reaching the interior of the building and preventing sap in some wood deck- ANADIA COLD WEATHER APPLICATIONS:CSA 123.5-M90 mandates that shin- inq from reacting with asphalt shingles.Underlayment is also required by many code bodies. gles applied between September 1 and April 30 shall be adhered with a compatible field-applied Where an underlayment Is to be Installed, use a breather-type underlayment such as GAF adhesive.See Wind Resistance/Hand Sealing for the application of adhesive. Shingle-Mate®underlayment, • MANSARD AND STEEP SLOPE APPLICATIONS: For roof slopes greater than 21" •FASTENERS:Use of nails is recommended.Use only zinc coated steel or aluminum,10-12 (1750mm/m) per foot (do NOT use on vertical side walls), shingle must be hand sealed. gauge,barbed,deformed or smooth shank roofing nails with heads 3/8"(10mm)to 7/16"(12mm) See Wind Resistance/Hand Sealing for the application of adhesive. In diameter.Fasteners should be long enough to penetrate at least 3/4"(19mm)Into wood decks •SHINGLE TAB ADHESIVE:Use asphalt plastic cement conforming to ASTM D4856 Type orjust through the plywood decks.Fasteners must be driven flush with the surface of the shingle. I or 11. Over driving will damage the shingle.Raised fasteners will interfere with the sealing of the shin- -THROUGH VENTILATION:All roof structures must be provided with through ventilation to gles. prevent entrapment of moisture laden air behind roof sheathing.Proper ventilation is also nec- •WIND RESISTANCEIHAND SEALING:These shingles have a special thermal sealant that essary to prevent mold growth.Ventilation provisions must at least meet or exceed current Firmly bonds the shingles together after application when exposed to sun and warm tempera- F.H.A.,H.U.D.or local code minimum requirements. tures.Shingles installed in Fall or Winter may not seal until the following Spring.If shingles are dam- •NON-CORRODING METAL DRIP EDGES:Recommended along rake and eave edges on aged by winds before sealing or are not exposed to adequate surface temperatures,or if the self- all decks,especially plywood decks. sealant gets dirty,the shingles may never seal.Failure to seal under these circumstances results from the nature of self-sealing shingles and is not a manufacturing defect. 1 Underlayment:Standard Slope-4/12(333mm/m)or more Underlayment:Low Slope 2/12-4/12(167mm-333mm/m) Application of underlayment:Cover deck with one layer of underlayment installed without 1a Application of underlayment and eave flashing:Completely cover the deck with two wrinkles.Use only enough nails to hold underlayment In place unti covered by shingles. layers of underlayment as shown.Use only enough nails to hold underlayment in place Application of eave flashing:install eave flashing such as GAF Materials Corporation Weather until covered by shingles.Use blind nailing for eave flashings.At eaves and where ice dams can Watch'or StormGuarda Leak Barrier in localities where leaks may be caused byy water backing be expected,use one layer of GAF Materials Corporation Weather Watch''or StormGuard'Leak up behind ice or debris dams.Eave flashing must overhang the roof edge by 3/8"(10rnm)and Barrier.Eave flashing must overhang the roof edge by 3/8"(10mm)and extend 24"(610mm) extend 24"(610mm)beyond the inside wall line. beyond the inside wall line.Where ice dams or debris dams are not expected,install 2 plies of Shingle-Mate'underlayment. 4'(102mm)r--_ Deck 12•(305mm) Weather Watch° Low slope Minimum Slope. or StormGuard• 2•to 4' I``- Weather Watch• For lower slopes,see Box 1 a. Leak Barrier. (51 mm to 102mm) L=� or StormGuarcP p «` k't i 12•(305mm) Leak Barrier. a r •Shingle-Mate 318'(10mm)Roof Overhang °' underlayment. 2°(51 mm)Side Lap Shingle-Mate° Fl underlayment. �\o-�m. ,r:~ Lap sheets "` �y" 4'(102mm)End Lap I ky"1'1!`�' 19°(483mm) Rake drip edge �° to provide Along rake,place Along eave put underlayment ,xr double coverage. drip edge on top on top of metal drip edge. - 3/8"(10mm)Roof overhang Eava drip edge of underlayment. ZStarter Course First Course Apply as shown.(May use GAF Universal Starter,per Universal Starter Instructions.) v Start and continue with full shingles laid flush with the starter course.Shingles may be laid from left to right or right to left.DO NOT lay shingles straight up the roof since this Start at either rake and procedure can cause an incorrect color blend on the roof and may damage the shingles. lay in either direction Underlayment S d'@II:xn ` N ngvh Undodaymo t Pleco shnglos " Non-corfedingg Gose lagether but ' Metal DripEtlge =, s* - rti x n sue st`o9' d 9 rmwd.zul c0 mod 4 F For maximum wind resistance ,- along rakes,cement shingles Place shingle 3/8"(10mm) to underlayment and each ,at`e1G over eave and rake edges Fa90 Continuo other in a 4"(102mm)width 5 to provide drip edge of asphalt plastic cement. 15;.., first murex Qau% Trim labs off all starter course wig whole shingles,then place and nail ahlnyise Trim 7.5°(191mm) as shown,3"to 4"(78mm to Start ilm inures with whols from end of 102mm)from save shingle placed 318"(10mm) first shingle over save and reke edges to provide ddp edge 4 Second Course Third Course Via( Start second course as shown,trim 7.5"(191 mm)from end of shingle.Position shingle 5 Start at the rake edge and trim shingle 15"(381 mm).Continue with full shingles accross in the second and subsequent courses such that the lower edge of the shingle is flush the roof. with tops of the wide cutouts.This results in a 7.5"(191 mm)exposure.Continue with full width shingles across the roof.Strike a chalk line every few courses to check parallel alignment with Third eaves. Course NOTE:Shingles may be laid from a Factory Cut either left or right hand side. f T g Factory "Al"J, 5 Trimmed Edge Trimmed Edge First �y,,`♦ Course 7 1rz• First Course ♦ ,♦ �?`. Full Shingle ♦, 1 i Trim 7 11-o11 Irom the Second course Shingle laTrim 15'from Third Course Shingle 6 Fourth and Remaining Courses , Hip and Ridge Shingles Fourth course:trim 22" (559mm)off the first shingle.Continue with full shingles. Install GAF Materials Corporation's TIMBERTEx°Hip&Ridge Shingles as shown.Apply laps away Fifth and subsequent courses repeat steps 3-6. Fifth Course Full shingle from prevailing wind direction.Follow application instructions on TIMBERTEx°wrapper. Fourth Course w x �• �. 8"(203mm)exposure % TIMBERTEX' Hip&Ridge a�r2%• ♦ 15`♦ Third `% Course Nail 9"(229mm) ♦ ♦ Second First Course °°°°°°°°°°�•�°•�--- `% J Course Full Shingle from bottom and �. `, ,'; 1"(25mm)from edge ,it 2� 8 Wall Flashing(Sloped Roof to Vertical Wall) 9 Chimney Flashing cd�ket an nigh side o1 c Sheathing —► +-Siding Nononoding moral chimney counter-hashing to extend down over No—noding metal hale flashing. base flashing r Ono place stop flashing for each course. Cement in place and nail wth 2 nails. 5°(127mm)Min. - Bond overlying shingles In asphalt ` plastic cement Metal Flashing (Nailed to the dock,not to vertical side wall) Cap Shingle-Do Not Nail. S r�Install with Asphalt Plastic Cement Asphalt Plastic Cement 4—Shingle .�Roof Deck 10 Valley Construction—Closed or Open Valley 11 Valley Cop nstruct ion—O pen Valley cerea,lull width mil valley ce ter fhe EA.fastener m aS, E Center Wit vi ds,.If of Weather WattlF M o1 hingl _ x {Y4rf -"-""'^ f woat Wache or hor r Stm 0—de ,¢ ,K* No fasteners WINn c i` t+...`3 � w �e- 6mfrmGuara°I )rds, Leak Border(g'(152mm) -k7 8'(162mm)of oentor1na r 3 [ L I valley end laps)n valley, ''$s- �,;z:, s f t �,, •w, r A r. Soos.I.Ltd uaem o'• ' F%lentl and shingle '�' —man,12'(306 ) ,.d .�y . bby i I las 7 12'(305m1 tel te�With ephM P ,y^'�qe"`"k h t tiny nmle.very 13�o t8� A a bayonrl valley cwnter Ilna f fn 6 _ nl ,�,yx}n. ,[y, y' (soy a57mm)long odyo. " 7 i C Ao noneror Coding, _ ,t '"era d Crop by Oo mt hell Nrough l�rry�antlo�y,nwrl - -�. elirtwpfng amenit roceeleltin veil y gauge i #T` ?,� ire Mlen�naantm xanes a v n re Mini under shingloa et aavo a c # Emhod ahinglos in espnsit steers cement in valley Run stanor strip and first ahinglo Course only across Top of vafey 6'(152rtvn) valley 12'(305mm)minimum wide between ahbgles. Spreads 1/6'(10mm✓m) inwa® per leard oowe Shingla.,1fl, m d2'(51m) back from velloy oantar lins Precautionary Notes 6.If shingles are to be applied during PROLONGED COLD periods or in areas where airborne These shingles are fiberglass,self-sealing asphalt shingles.Because of the natural characteristics dust or sand can be expected before sealing occurs,the shingles MUST be hand sealed. of the high quality waterproofing material used,these shingles will be stiff in cold weather and See"Wind Resistance/Hand Sealing"instructions, flexible in hot weather. IMPORTANT: Repair leaks promptly to avoid adverse effects, including mold growth. 1.These shingles are particularly tough,heavyweight shingles with a definitely ruggged looking appearance. They require additional effort to trim to fit on the roof. Curved blade utility knives are more effective than straight bladed utility knives in cutting these shingles. Using Re-Roofing a circular saw equipped with carbide tipped blades is also effective. If old asphalt shingles are to remain in place,nail down or cut away all loose,curled or lifted 2.Regardless of the tool used,always wear proper protective wear,i.e.gloves,eye protection, shingles;replace with new;and just before applying the new roofing,sweep the surface clean of all etc.,follow all protection procedures and use tools carefully to prevent personal injury when loose debris.Since any irregularities may show through the new shingles,be sure the underlying working with these heavier products. shingles provide a smooth surface.Fasteners must be long enough to penetrate the wood deck at 3.Do not drop bundles on edge or on other bundles to separate shingles.Do not load bundles least 3/4'(19mm)orjust through plywood.Follow above instructions for application. across a hip or ridge.Do not bend bundles over shoulder for carrying.Premium weight may Note.Shingles can be applied over wood shingles if the surface can be made smooth enough. cause cracks at sharp bend points. This may include cutting back old shingles at eaves and rakes and installing new wood edging 4.Handle carefully.Shingles can easily be broken in cold weather or their edges damaged in hot strips as needed,and the use of beveled strips.Install#30 underlayment to maintain Class weather. A rating. 5. Store in a covered, ventilated area—maximum temperature 110eF (43'C). Store on flat For more information visit our website at www.gaf.com. surface and use weight equalization boards if pallets are to be double stacked.Shingles must be protected from weather when stored atjob site.Do not store near steam pipes,radiators, 4D2004 GAF Materials Corporation Grand Timberline 121404 etc.,or in sunlight. a Town of Barnstable *Permit# °7 3 4 to OT XVh-M 6 eiontbs from Issue date : Re ato a 'cos s�srw�. gill Y'3' ►� I'Vl _ Fee_ (0(U i , 1g Thomas F.Gellert Director X-PRESS, PERMIT . Building Division Tom Perry, Building Commissioner ®c I 0 2005 200 Main Street.Hyannis,MA 02601 Office: 508-862-4038 TOWN OF BARNSTABLE Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint lap/parcel Number a 11 b L o+ I, 'roperty Address 93 C—c l 1 I'0+ 6-e 1-1+r r-0 i' Residential Value of Work Minimum fee of•$25.00 for work under$6000.00 )wner,s Name&Address �b a+►�+C� LS r Z i S "ontractor_s-N=e . ot i ti -. 90��_n q L L C- Telephone Number 5r©$ - a 11f-yd LI Some Improvement Contractor License#(if applicable). l I"� construction Supe rvisor's (if.applicable) )6Workman's Compensation Insurance Check one: 0 I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance 7 Insurance Company Name L? t`a i e. •S•�'�� " .. Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. : Permit Request(check box) ' Re-roof(stripping old shingles) All construction debris will be taken to so L& I-'A le- . ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side []•Replacement Windows. U Value (maximum.44)• *Where required: Issuance of this permit does not exempt compliance vrith other town department regulations,i.e.Mstadc,Conservation,etc. ***Note: Pr er must sign Property Owner Letter of Permission. ovem=t Contractors License is required. Signature Q:Forms:expmtrg . Revise063004 �' Y1CL Y s", l -e C. 1 W e�. �v 1 1 � S'V��e- 1 � , � r � t �• ✓71. ' r ' Board of Budding Regulartio-ns and Standards y " HOME 1K OVEMENT CONTRACTOR R-4 irstc $io ,441,49 — 2006 . iabiiity Corporation u RAIN-MAN ROO a ADAM COX ill Y' } d 2 AMO'S RD MASrHPEE,MA 02649 Adnu,nistr-ator _ 19 test ao Patio rye. oac 3a 00 Be ; :. 23' �' �'- 53' Bate, s ='= Sauna _ Ise ffv.';lwin Aw . *� Family Room Master bath Office Garage Under. 14. � s _. Ln Pant -6a th (half) Wet ar i8X5s a3 DiNAilk+ oe rw r'Y Kitchen T ! r.... Breakfast Nook Lining Room y✓ ��°' f 47` gr 10' CA F -C, t r En00 First Floor g 19' r - ; x T r e y 1 - AAA >.• Z, j IV !, V Bedmain r +N Bonus POom DOck. m f t!•. L.i W rrr rr w rrt i an r 1.4 SecondFloor" 1 `« FNECAST LEAC►i1f4G CMAMEJER I VC►JE'KA� n1�T� J 44-L U LE ►.i Afc a ME A W ,t t> � ✓L L_ . ,�� -.� �_' � ' �A•b1E t) ,7v...1 .):� t, v� C.+A,.1 V►••� 1.01.J .)t-_ ►� . - - �_.-_ �: 1c-- �. �. x (j --' PlYCW At.. 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Oe 6 iGn/ C.e/TE!/� j �' �' �ro�e� �.cwlaw•� f; .. - � PROPOSED D w E L L I K G L. © CA T 1 U t,! jA/t/,u e1�I.!`o.L t�ID M s _..�,;... ;*o Fs'i�r �+rar Ec F✓ P R O P O 5 t p S E.W A, G E O 1 5 PO`LA (_. `)`(`�( l._ IM c r' i��,CS4�I S fit" d!'i�.POa M �.� .-�:_ r"RU✓ .SOT�L.E.1/• � R �, C r�' --I _.. T �� � '� krVt.`C`k''• � �.,. !../ 1 1 t �.. . J c_ � I �-*"_..). i 44l 405 �! Rre_iav Aw a4 Y CCIi4lt/.e�/6 .��F..4 eF4l//tE+G r%e .t.SrSt�lT.sac. fir '.' ' ��F•t !RT _ t t_C M A Ili-) _J �� APPLIGA.NT . ENG1fJt:- L-_ 2' . ~_ yy���/► t c:'). , ►`mot-�.r. e,j� r , 1�i- T?�''p� �•Y Zia•��+ t�7i 1 j _ � �, l:..f,I,atlr.I�ti+;�K.IT�� �(�S ��E. � 1��.•1 1�2•/' ( {Si � �3ft�Q��'" 1, ��,.'C.t,",,!<.,/ ',,MVH ,'r+� �� w�r.��" j _1 IV i...d,.l�t� �°�� �� �'a�T 1 tv_I-t y,M.,,/1'"i ��j�'tf• i "(i•':JI.A i, w'_�/�. •i iaa ,( i 1 a.-)A W('j ! ti t i� �1�1►.+�J d 1 i'� 1] 43 J 1. .r .t+ DRAWN it CMKO By APPO •V; PLAN No. C5C 14, L. IIt = f u r