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Home My WebLink About0020 ALBERTI WAY ///// � f� ., �« .. �..� �. r .: a..q ..,...1. .. ... .. ... Y P - p 1 .. -. f r V Town of Barnstable ermit: Regulatory Services ate: 10/zS f 1/3 P�0F, rayy Thomas F. Geiler, Director Building Division r t Tom Perry, Building Commissioner `b i6o9• 200 Main Street, Hyannis, MA 02601 www.town.ba rnstable.ma.us Officer 508-862-4038 TOWN OF BARNSTABLE Fax: 508-790-6230 SOLID FUEL STOVE PERMIT Owner: �i� Phone. � �'o�' 3 12> O Install at: b rXL Village: Map/Parcel: Date: Stove A. New/ sed.. B. Type: di Circulating C: Manufacturer: Lab. No. D. Model No.: Chimney A. New Existing If existing,please note date of Iasi cleanin� B. F1ue.Size } C. Are other appliances attached to Flue? Of p D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined Hearth S A. Materials: B. Sub Floor Construction: Installer C�2 Phone: Address: Location of Installation: NO H.I.0 Registration# N. rn Construction Supervisor# OR check—Homeowner Installing, o lic nse required. APPLICANTS SI TURE APPROVED BY: Please make checks able to.the Town o Barnstable *This constitutes an.official stove permit after insvection_ nhntnorrr„l,aa The ComhiomPeahh.oflYlrzssachusetts Department oflnrZustrialccidersts Offzee of Ixve4-ations - ' 600 Washington street Bosivn,MA 02111' • '' w3•i�w.mnss.gov/din ' Workers,Compensation InsvxAnce Affidavit:Builders/-Coniractors/Electridans/Pinmhers Ax P lie2nt Information Please Print I e I \ Kamt(Business/Orgauizatian/lndiyidua�: `Address: -j City/State/Zip: Phone.#: !Q?- J�7 Are you an employer? Checkthe appropriate.box: 1.❑ I am a employm with 4. ❑ I am a general contractor and I :Type of project(required):. employees (full and/or part time),* . have hired the stlb-contractors 6. ❑New constructiom. . 2.[] I am a'sole proprietor or partner- hated on the:attached sheet 7. ❑Remgdeling ship and have no.ex�loyeps These sub-contactors have 8. D emolition Working for me in any capacity. employees and have woirs' 9. Boil ' addition [N• workers' comp.mi sm'MCC comp, insurance,$' gutted.] 5• We axe a corporation and its 10.E Electrical repairs or additions 3, I am a homeowner doing all work . officers have exercised their 11.❑Pltmmbing repair11 s or additions myself [No workers'comp. right df exemptionper MGL 12,❑Roof repairs m urn ce required.]t c. 152,.§1(4), and we have no . employees. [Na workers' 13.❑Other ' comp,insurance,„Ge,required] *Any applicant mat checks box#1 must also SA but the section below showing they wor1cm,oompeosatim poficymfar din. t Homeowners,who submit this aft av t indicating they are doing'an wane and then hire outsido cantractma must suburit anew affidavit indicating such. '$Cantractms that check this box must at whed an additional sheet showing the name of the dub-c=h actors and state whether crnotthose entities have employees. If the sub-conttwtars have employees,theymustprovidb fhm$ wMiC='camp•polidynmaber. , I arri ax employer that is providing workers'carnpens 1771 insurance far my employees Befjw is.the policy=d jvb Site information. " . Instn•ance Company Name: Policy#or Self-ins.Lic. Exp$ation Date: - Job Site Addres.5: y/ p: Attach a copy of the workers'comp6uSxdon policy declaration page-(showing the policy number and eapirat3on date). Fallure,to secure coverage 24 required under Section 25A of MGL c, 152 canlead to the impcsitien of erimmalpenalties of a fine tip to$1,500.00 and/or one-year hnpris d mnent, as well as civil penalties in the fora.of-a-STOP WORK;ORDER and a fine ofup to$2S0.t70 a day againsttbq violator. Be advised-dat a copy oftias st =cim tmayb' vardedto the-Office of_- Investigations of t1109A for irmtu=CXovmmze verificadon... X do hereby certi der gins• d en 'es o 'ury that the information provided above is True and cnrrrx Phone# OffxWuse only, -Do not write iwr thin area, to be compieted by cdy ar town ofjIcial City or Town" :Peraut/Licaase# r �IHME Town of Barnstable Regulatory Services lnxrvSTM14 : Thomas F.Geiler,Director MASS =�ArE1639. ' Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION n Please Print DATE: lJ Zlw .• �4�I/ JOB LOCATION: number v street X village "HOMEOWNER': �u � �( name home phone# work phone# CURRENT MAILING ADDRESS: 7 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,.provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)-who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit .(Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department m;n;rr,um rZ7' pe n procedures and requirements and that he/she will comply with said procedures and req ' n s 'Sign re of Homeowner • Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the . State Building Code Section 12TO Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt �TME Town of Barnstable Regulatory Services amass g Thomas F.Geiler,Director s6;y. ♦� 'OrEa nw'+" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section' If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (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 Date QTORMS:OWNERPERMISSIONPOOLS 62012 lime Town of Barnstable *Permit# KVims 6 months from issue date Regulatory Services Fee , , , MASS. Thomas F.Geiler,Director 6s� .e� .5 Building Division X-PRESS PERMIT Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 S E P 2 6 202 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESUDENWOWEDF BARNSTABLE G Not Valid without Red X-Press Imprint Map/parcel Number � O Property Address -A ❑Residential Value of Work$ Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address S O c ta a o fh� Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Email: . i Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance i Check one: I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Go' over existing layers of roof) 14— i;L2te-side 11 Replacement Windows/doors/sliders.U-Value _ (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: p caner must sign Property Owner Letter of Permission. A coy a Home Improvement Contractors License&Construction Supervisors License is rei - QAWFILESTORMS\building permit forms02RESS.doc Revised 060513 r - The Commornpeah*ref Vassachuselts Deparanaent oflidu3bial Accidents Owe afInmfigations 600 Washington S&eet Boston,MA 02111 wwv.Ynas&9&V1dirr Warners' CompensatiouInsfuanceAfidavit:Builders/ ntractors/E ectricians/Plumbers Applicant Information Please Frint Lezibl_y Name(13nsmesslOrganizafianlIndivittnal): �JCl n Yl�i 1/V� v�� Address: 0 City/State/Zip: ( one Are you an employer? Check the appropriate box: Type of: o]ect(required): 4_ ant ti contractor and or a I (�� I.El I am a employer with ❑I 6- ❑New construction employees(full andlorpart-ime).* haim hired the sub cunt aciors 2.❑ I am a sole proprietor or partner- listed on the attached sheet y ❑Remodeling shin and have no employees These snit-aontractats have g_ Demolition w for in a4 cr employees and have workers' ot�ng y capacity. J 9_ ❑Building addition damm ork s. comp.insurance comp,insurance. ed] 5_❑ We are a cotporaticnand its 10_0 Electrical repairs or additions homeowner doing all work officers have exercised their 1I_Q Plumbing repairs or additions f [No,Norte'camp. right of exemptioa per MGL 12_❑Roof repairs insurance requira]f c_152,§1(4),and we have no employees_[No workers' 13_❑Qther comp.insurance required-] *Auyapplicatthatchecksboa-41rmstalsofilloutthesectionbelawshowingtheirwadceWcompensationpolicyinftttmxt m Homeowners who submit this affidavit indicsting they are doing aII Wmk and then hire outside contractors mass submit a new affidavit mc)rsting m cb_ imcmrs that rhea this bax must attached zm additional sheet showing the name of&a stub-waftxmrs and state Whether ormot these ratifies hsae employees. If the sub cnnttactors hie employees,they most provide their warkms'tamp.policy number f am an employer that is prmviditrg workers'compentsadon imuran a for my employees. Belau is lie policy and job site infor matiaiL Insurance Company Nam: Policy#.or Self--ins.UQ 4: ExpirationDate_ Job Site Address: CityfStatel : Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure cay erage as n%p iredunder Section 25A o€MGL c. 152 can head to the imposition of criminal peaabies of a fine up to$1,500.Oa an#17 one-year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of ug to$250. day the violator- Be advised that a cagy of this statement maybe for>.Tvarded to-the Office of Investigati of for insurance coverage verification- . I do hereby rhfy' u the pair a td pr n Was ofperjuty that the infotmatien provided above is true and correct Si lure: Iman Bate: D Phone#: olctal use only. Do not write in this area,to be completed by city or town officiaL City or T-owm- use# Issuing Authority,(tdrrle ane): 1.Board of Ecalth 2.Building Department 3.Cityfrown Cleric 4.Electrical Inspector 5.Plumbbtg Inspector 6.Other a. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being rupested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: ` The Co=anwwWth of Massachusetts' Department of Industrial Accidents Office of lavestigatiom 600 wasl i ou Street Boston=MA 02111 Tel.#617-72 r-49Q4 ext 406 or 1477 MASSAFE Revised 4-24-07 Fax#617-727- 49 • wwar_rrEa.,,—,sxcrvrMia Town of Barnstable Regulatory Services EARNSTABLE,hUm ' Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE XEMPTION Please Pri DATE: a 1-1 JOB LOCATION: 00 . numb street village "HOMEOWNER": -� L'vv name home phone# work phone# CURRENT MAILING ADDRESS: city/town slat zip code The current exemption for"homeowners"was extended to include owner-occupied dwelling's of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER 1 . 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. Th9A c si "home wner"c rtifes that he/she understands the Town of Barnstable Building Department minimum inspection ocedure equine nts e/she will comply with said procedures and requirements. Signi3 of eo Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or Iarger will be required to comply with the State Building Code Section 127.0 Construction Control. y r 1 HOMEOWNER'S EXEMPTION. k 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 sball 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 Iast 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 C:\Users\decollilc\AppData\Local\Microsoft\Windows\Temporary Internet Files\ContentOutlook\QRE6ZUBN\EXPRFSS.doc Revised 053012 oFTHE l°� Town of Barnstable Regulatory Services + saxxsr,XY, • 9 MASS. �, Thomas F.Geiler,Director Tien 39. A Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 'Property Owner Must Complete and Sign This'Section. If Using A Builder M l ��2�� I, e , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building petmit (Address of Job) Pool fences 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 o Owner ' S' o cant Print Naive Print Name Date QTORMS:OWNERPERMLSSIONPOOLS 62012 Commonwealth of Massachusetts ` - g mit .. - ' SNMOl Ma `�.parcel Date: �101' INflf. Permit# Estimated Job Cost: $ d dV Permit Fee:"$ D 3d SSSkId- Plans Submitted: YES NO Plans Reviewed: YES • NO ,. w Business License# Applicant License°# 3 Business Information: Property Owner/Job Location'Information. ` Name: ��- ��.e c.Jvlc S Name: -�. Street: Z o N�-��`5Sa �f i✓�C "Street: o`Z o �C b_e_!-�- ":.j tCity/Town:City/Town:/Town: W. CQ�-�e1 V t Telephone: D B'' 3 b of ".-Telephone: Adle o� Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff initial J-1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories'or less , Residential: 1-2 family Multi-family Condo../Townhouses Y Other Commercial: Office Retail rIndustrial Educational Fire Dept..Approval Institutional_ Other ' a Square Footage: under'10,000 sq. ft. over 10000 sq. ft.. Number of Stories: Sheet metal work to'be completed: New Renovation: IfVAC Metal Watershed Roofing _ Kitchen Exhaust System " Metal Chimney/Vents Air Balancing ; Provide detailed description of work to be done: - 51 f,. • - ''Ik 7`?is tl .C +� _ G � . NSURANCE COVERAGE: ., :�::;F` . 1 1. have a current liabill insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes No ❑ f you have checked Yr, indicate the type of coverage by checking'the'appr'opriate box below: k liability insurance policy Other type of indemni r r e DWNER'S INSURANCE'WAIVER: 1 am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Aassachusetts General Laws,and that my signature on this permit application waives this requirement. Check°One Only Owner ❑ Agent ❑ Signature Of.Ownef Of Own' er's Agent ,r ', 3y checking this box .,I,hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and iccurate to the best. my''knowledge and.tfiat'aii shoet metal work and installations performed under,ttle permit issued for this application will be• , n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Lews.Y"` 1 .F r- Y buet4'1[nspec6on-requiked prior to insulation installation:YES NO f Progress Inspections _ Date Commentsw. Final Inspection Date Comments - Type of License: y Master ❑ Master-Restricted r itylfown [1Joumeyperson Signature of Licensee ermit# ❑Joumeyperson-Restricted License Number Check at www.mass.gov/dal ispector Signature of Permit Approval ter' a o M b,ukc tea ct4ce-f U f I�-e MA I A&L a4 o Lf , c)7 Heating Cooling&Home Improvements I would supply and install: Air Conditioning 1- Carrier FV4CNF003000 Variable speed A/C air handler located in the attic serving the first floor on one zone. 1- Carrier'24ABC636A003 16 SEER outdoor condenser with pad;drain, and line-set included. * Insulated galvanized duct system designed to maintain 70 degree temperature in zero degree weather with 15 mph winds and to maintain 15 degrees below outside air temperature in summer. * 50$ 0.00 electrical allowance included. Air Conditioning Cost: 00 Homeowner will receive$500.00 back in rebates. All heating and air conditioning items to be installed in a neat, workmanlike,manner and to.be covered by the usual 1 year guarantee against defective materials. Thank you for considering A&L for all your heating and air conditioning needs. Please feel free to contact us if we can answer any questions or be of any assistance. 508-360-8340 Sincerely, Luke Cyr, A and L Heating Cooling &Home Improvements. CvI The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 z, The Commonwealth of Massachusetts ` William Francis Galvin ' t3 Secretary of the Commonwealth,Corporations Division One Ashburton Place, 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640 A & L HEATING, COOLING & HOME IMPROVEMENTS, INC. Summary Screen Help with this form s Request67 tlfl= The exact.name of the Domestic Profit Corporation: A&L HEATING,COOLING&HOME IMPROVEMENTS, INC. Entity Type: Domestic Profit Corporation Identification Number: 001095319 Date of Organization in Massachusetts: 01/01/2013 Current Fiscal Month/Day: 12/31 The location of its principal office: No.and Street: 30 MELISSA DR. City or Town: W.YARMOUTH State:MA Zip: 02673 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: . Name and address of the Registered Agent: Name: LUKE S. CYR No. and Street: 30 MELISSA DR. City or Town: W.YARMOUTH State:MA Zip: 02673 Country: USA The officers and all of the directors of the corporation: Title Individual Name Address(no Po Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term PRESIDENT LUKE S.CYR 30 MELISSA DR. W.YARMOUTH,MA 02673 USA TREASURER ALEXANDER MITSIS 30 MELISSA DR. W.YARMOUTH,MA 02673 USA SECRETARY ALEXANDER MITSIS 30 MELISSA DR. W.YARMOUTH,MA 02673 USA DIRECTOR ALEXANDER MITSIS 30 MELISSA DR. W.YARMOUTH,MA 02673 USA DIRECTOR LUKE S.CYR 30 MELISSA DR. W.YARMOUTH,MA 02673,USA http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 6/14/2013 f The Commonwealth of Massachusetts William Francis Galvin- Public Browse and.Search Page 2 of 2 I I I I I business entity stock is publicly traded: _ The total number of shares and par value,if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares CNP $0.00000 275,000 $0.00 0 Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership Resident Agent _ For Profit _ Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS Administrative Dissolution I-- Annual Report _ Application For Revival I Articles of Amendment Vlew Fiimgs '« i ; ¢New S arch` Comments O 2001-2013 Commonwealth of Massachusetts All Rights Reserved Helo http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 6/14/2013 The Commonwealth of.Massachusetts Department of Industrial Acadentr Office of Investigations ' � '600 Washington S'treet• Boston,MA 02111 www.mass gov/dia Workers'.Compensation Iusun ce Affidavit: Builders(ContractorsMectricians/Plumbers A-PpReant Information Please Print Le ebly Nye(Business/orgm�zetirn vhgyiclu4: '��, �o •Address: p l�SA ! �✓ (� iN City sta&zip: Lr. hone.# 1Ja 8 3 20o I Are you an employer?dheck the appropriate bow of ro'ect r 1.0 I am a to with .-4• ❑ I am'a general contractor and I -TypeP 1 ( elm e y� 5. New crrnvirnrfirtr, _ employees (fall�d/or part time).* have hired$ie sal -Co�actois 2.❑ I am a'sole proprietor or partner listed an the-attached sheet 7. ❑Remodeling ship and have no employees Tie sub-caaractm have 8. Demolition working for me in:aay capacity, employees-and have workers' S ❑ [No workers' comp.inc'm=e comp..insurance,$ Building addition req, �] 5. 'We are a corporation and'its 10.[]IIectocal repairs or additions 3.❑ I am a homeowner doing an•work officers hale exercised their 11.❑Plmnbtdg repairs or additions . eP myself [No workSs' comp. right of exemption per MGL 12.0 Roaf repairs insurance required-]t c. 152, §1(4), and we have no employees. [No wurkt=' 13.❑Other comp.ras rrrnce regmred.] Auy applicant that checks bmc#1 nmst also fM oat the scctian below showing meeirworkers',ompeasafim policy information. t Homeowaecs who sabm t f-affidavit indicating they are domg all work and then Ire outside rmtedctors must submit a new afadavit indicating such tConttactrns fl�t,beck tills box most attached as additional sheet showing the name of the sub-cantractars and state whew ornot those entities have employers• rf the subcontm,toa have eoplo3,=,they mnstprovidc their workers'camp.policyn brr I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site t bEformadon. Tnerr=ce Company Name' r . Policy#or Self-ins.Lic.# DaiE: - t i lob Site Address: CAY/ zp: ' Attach a copy of the workers' compensation policy declarafion page'(showing the policy number and eapiraiion date)," Fame,to.secure coverage as required under Section 25A of MGL c, 152 can lead to the imposition of anal pemlfk s of•a fine tp to$1,500.00 and/or one-year imgrisomm=4 as well as civil penalties in the form of a STOP WORK ORDER and a fine of np to$250.00 a day against the violatm Be advised that a copy of this statement may be forwarded to the Office of IuPesdg-ations of the DIA for msnrance coverage verification. I do hereby certify th penalties ofPedw7'that the information provided above ' true correct Sicratore: Date �. Phone# �. Official use only. Do not write in this area,fb be completed by city or•town ofxhd City or Toww Permit/Licrme# Issuing Amfhority(circle one): .1.Board of Health 2.Bml � Department 3. • . � P CiYy/Toven Clerk 4.Electrical Inspector 5.Plumbing insgectur • b. Other Contact Person: Phone#: f ' a a 1 - .../� n rA ISSUES THE ABONRES 8R Oih `f r t `ALEXAryDR f 30 MELrSS4 0U`rH A >026 � "73 14 63 I.3 J r ` 7 Bo °� F31U619• ��" � ' i:. ALEXAND,ER,EL AS?. s.. 9'HIDDE�I�ACRES:DRIYH �, /�r �� f 1 HEABpvt' y6� � LICENSE j ALEXNaER 't E Mi2 TS yam , NA 02673 ^ 1463 ITSIS, !y gl ALEIPANDE�i EL S+ ; / HIDD.N S DRIVE ) CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES I926 1875 Route 28-Centerville, MA 02632-3117 508-790-2375 x1 •FAX: 508-790-2385 John M.Farrington,Chief Martin O'L.MacNeely,Fire Prevention Officer Philip H.Field,Jr.,Deputy Chief Michael G.Grossman,Fire Prevention Officer June 5, 2013 TO: .Tom Perry, Building Commissioner CN zz Building Department T own of Barnstable + 200 Main Street Hyannis, MA. 02601 v� In accordance with MGL 148, Section 28A, the Centerville-Osterville- Marstons Mills Fire/Rescue Department brings to your attention the following potential violation(s) of 780 CMR: Massachusetts State Building Code for your review and/or interpretation of same. NAME/BUSINESS: Residence ADDRESS: 20 Alberti Way, Centerville OBSERVANCE: During a rough fire alarm inspection on June 4, 2013, 1 observed a sleeping area in the basement. The room does not appear to have proper emergency egress. Michael Grossman e Prevention Officer C.O.M.M. Fire District CC: Jeff Lauzon, Building Inspector "=--F4r "Commitment to.Our Community" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map arcel �Z Application . Health Division Date Issued /23 Conservation Division �— Application F Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Ce) 711 S/I 3 Historic - OKH _ Preservation/Hyannis Project Street Ad ess C26�&dk M Village 0e__Aciclress� iO�nerd �) r7�. Telephone v o,?.q i Rermit Request �M' wmpv's/ kl, Ali, 14 A ".follliek4e 6 r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Vahan �o- �� Construction Type { Lot Size Grandfathered: ❑Yes ❑ No If yes, attachi' ;pporting;docum-entation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King'sHighway ?❑Ye9 ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Lo '' 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 0 Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current-Use - - - = - Proposed Use_.._ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name U4 ri Telephone Number Address License# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER h DATE OF INSPECTION: •:stFOUNDATI�ON��;��`�.�t�r��t��;�� ,��°�41 � e FRAME :.JNSULATION FIREPLACE ELECTRICAL: ROUGH FINAL `. PLUMBING: ROUGH ..FINAL— GAS; ROUGH FINAL FINAL BUILDING COR) i DATE CLOSED OUT ASSOCIATION.PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations t ' 600 Washington Street j' Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information I Please Print Le 'bl M d Name e(Business/Organization/Individual): Address: r2 a kbewl, ajad I City/State/Zip: Phone#: W& Are you an employer?Check the appropria a box: Type of project(required): 1.❑ I am a employer with , 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors - 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees t These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [N orkers' comp.insurance comp. insurance.$ quired.] 5. ❑ We are a corporation and its` 10.❑Electrical repairs or additions 3!T I am a homeowner doing all work officers have exercised their: 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL, 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.[1 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under.Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of IA or insurance coverage verification. I dd-ereby ce u d' t epat 1 ' s fperjury that the information provided above is true and correct. Si -ature: Date: �Ph,,ne#: 35-3 L02 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An.employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia �1HE Town of Barnstable Regulatory Services Thomas F.Geiler,Director -59. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: Please Print U(�V JOB LOCATION: Cy" !ilP number street village . . HOMEOWNER": �7&472 name home phone# work phone# CURRENT MAILING ADDRESS: t. city/town sta a zip code \ The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to;allow homeowners to engage an individual for hire who does not possess a license,provided thaf the owner acts'as supervisor. DEFINITION OF HOMEOWNER Ii 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 buildingpermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. dersi d"hom es that he/she understands the Town of Barnstable Building Department minimum inspection poce es require e s e '11-comply with said procedures and requirements. Sign omeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply wi6the State Building Code Section 127.0 Construction Control. HOMEOWNERS EXEMPTION i The Code states that: "Any homeowner performing work for which a building permit is required shall be'exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part'of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On'the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\MicrosoR\Windows\Temporary Internet Files\ContentOutlook\QRE6ZUBN\EXPRESS.doc Revised 053012 THE A Town of Barnstable Regulatory Services aunRUMvs•rests, Thomas F.Geiler,Director 1619.'°rFnMaiA. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This .Section If Using A Builder /V) I -Z -2��`�2� as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant: Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S igf ture_ f Owner Signature of Applicant Print Name Print Name 3 Date Q:FORM&OWNERPERMISSIONPOOLS 6/2012 o79�rr c 3 � 3 - vc, M CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES Z926 1875 Route 28-Centerville, MA 02632-3117 508-790-2375 x1 • FAX: 508-790-2385 John M.Farrington,Chief Martin O'L.MacNeely,Fire Prevention Officer PhilipH. Field,Jr.,Deputy Chief Michael G.Grossman,Fire Prevention Officer P tY June 5, 2013 TO: _Tom Perry, Building Commissioner Building Department Town-of Barnstable 200 Main Street Hyannis, MA. 02601 In accordance with MGL 148, Section 28A, the Centerville-Osterville- Marstons Mills Fire/Rescue Department brings to your attention the following potential violation(s) of 780 CMR: Massachusetts State Building Code for your review and/or interpretation of same. NAME/BUSINESS: Residence ADDRESS: 20 Alberti Way, Centerville OBSERVANCE: During a rough fire alarm inspection on June 4, 2013, 1 observed a sleeping area in the basement. The room does not appear to have proper emergency egress. Michael Grossman &4--,Fire Prevention Officer C.O.M.M. Fir District CC: Jeff Lauzon, Building Inspector "Commitment to.Our Community" ~ 4 t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # � Health Division Date Issued 1 l Conservation Division Application Fee 6:.., Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board MI 3 Historic - OKH _ Preservation/ Hyannis Project Street Address *D al6er-7-i /iv y�/ Ce n 1 r v� I l e l� Village Owner LAJe_+L ee e e- Address gg in P Telephone '0 2 0- yD 7 // Permit Request e w CC'f� � )-I .emn�1� of k,-f�4e -7 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District .Flood Plain Groundwater Overlay Project Valuation IA. 0 u 13 Construction Type .Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# ::nits) _ 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 dew Number of Bedrooms: existing _new Total Room Count (not including bath,,): existing new First Floor oom Ca'4it Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other =? Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wo d/coal A've: Yes 0 No CD rn Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existinT ❑ 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 120��' S 7 Telephone Number 5-0 5 �� Address / Q e rc� 1 d License # C S 1'✓1 ns�i��c� s Yv7 4-. D 9 a `t Home Improvement Contractor# /,2Q'7 7 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY 't APPLICATION# DATEISSUED MAP/PARCEL NO. i� rs ADDRESS VILLAGE ;I ;t OWNER DATE OF INSPECTION: FOUNDATION P/it-K O /y/1 FRAME APtTTM SHf,^-Mu16 INSULATION ? /� Gil l5 FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 9123413 o L DATE CLOSED OUT ASSOCIATION PLAN NO.' f -- The Commonwealth ofMassachusetts : Department oflndustrial Accidents 07 W Office of Invesdgatio4s 600 Washington Street Boston,MA 02111 www.mass.gov/ditz Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information { Please Print Le2iblY Name(Business/organization/Individual): -Address: ✓a il,.d IQJ City/State/Zip: j,s k, yYJ - Phone-##: �� 3 35- s Are you an employer?Check the appropriate box: Type of project'(required):_ 1.❑ I am a employer with 4. I am a general contractor and I 6. New construction . Ioyees(full and/or part time).* have hired the stab-contractors 2.[ a'sole proprietor or partner- ship.and have no employees These sub-contractors have -g. 0 Demolition workingfor in an capacity. employees and have workers' Y P t3' 9. ❑Bu ild'ng addition [No workers' comp.insurance comp.insurance.$ required] 5. We are a corporation and its 10.[]Elect ical repairs or additu-ons 3.❑ I am a homeowner doing all•work officers have exercised.their 11.❑Plumbing repairs or additions:. Myself [No workers' comp. right of exemption per MGL . 12.❑Roof repairs insurance required.]t c. 1523 §1(4),and we have no employees.[No workers' 13.0 other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below.showing-their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new.affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractois and state whether or not those entities have employees. If the sub-contractors have employees,they must providb their workers'comp,policy number: 'I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information " Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Aftach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the CIA for insurance coverage verification I do hereby certify under the p penalties of perjury that the information provided above is true and correct Si tare: Date: Phone# Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# ' Issuing Authority(circle one): .'.Board of Health 2.Building Department 3.City/Town Cleric 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Town of Barnstable Regulatory Services MA-SQa $ Thomas F.Geiler,Director 16.19.rFCMa.& Building Division Tom Perry,Building Commissioner: 200 Main Street,Hyannis,MA 02601 www.towmbarnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This'Section If Using A:Builder as Owner.of the subject property, hereby authorize ^7- J`G Se, `Z lS to act on my behalf, in all matters relative to work authorized by this building permit pC® j'(Ja✓ l L-V4Y re Ore rVt �I� �✓� (Address of Job) t. **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. ignatMe f Ownex ignatute of A licant' Print Name Print Name Date Q:FORMS:OWNERPEPMISSIONPOOU 6/2012 ^ Town of Barnstable Regulatory Services saaxsrasrs, Thomas F.Geiler,Director y Mass. �b 1639. •�� Building Division .Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 .Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street. village "HOMEOWNER": name home phone# work phone#' CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes bylaws,rules and PP y regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department artment minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt 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;icensing 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. J Q:fotms:homeexempt Y _ AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.I.1)1 Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust).......:.........................._..................:............ ...:.....................................7.......110 mph !✓� WindExposure Category.................................................................. ..........................:.................................. B _sc 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) L stories <_2 stories RoofPitch ..........................................................................(Fig 2) ........................................... 12:12 MeanRoof Height ..............................................................(Fig 2).................................:...............Alft <33' tv Building Width,W..........................................................:...,(Fig'3)................................................ ft <_80'Building Length, L ..............................................:...............(Fig 3)..........:...................................... ft <_80, Building Aspect Ratio(LAM ........................................:......(Fig 4)................................................. OCL 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)............:...................................� �6�g° c� 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)..............................................I................. tl 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................... ✓ Concrete Masonry................................................................... 2.2 ANCHORAGE TO FOUNDATION''' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete on1 Bolt Spacing-general ............ .................... ........(Table 4)............................................... in. ✓ Bolt Spacing from endloint of plate ............................(Fig 5).....................................—1_in._6"-12" Bolt Embedment-concrete..........................................(Fig 5):................................................. g`in. z 7" Bolt Embedment-masonry.........................................(Fig 5).................. ...... 6 in.>_15" .Plate Washer.............:::......................... .................:...(Fig 5)................................................>_3"x 3°x'/<° 3.1 FLOORS Floor framing member spans checked.............................:.:(per 780 CMR Chapter 55).................................... J Maximum Floor Opening Dimension...................................(Fig 6)...................................................eft<_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).............:.................... ...:. f Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................O ft.<_d ' Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).......:...........................:................( 2 ft <_d FloorBracing at Endwalls...............•---...............................(Fig 9).................................................................... Floor Sheathing Type .......:................................................(per 780 CMR Chapter 55).................................... ✓ Floor Sheathing Thickness ........................:.......................(per 780 CMAChapter 55).......................3/'r in. -� Floor Sheathing Fastening..................................................(Table 2)..._d nails at_>in edge/Ln field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 511....:....................... ft :5 10' Non-Loadbearing walls................:........................:......(Fig 1.0 and Table 5)...................I........ ft <20' Wall Stud Spacing ........................................................(Fig 10 and Table 5).................:.CC,in. <_24"o.c. Wall Story Offsets ......................................:.................(Figs 7&8)..................... ft `-d -� 4.2 EXTERIOR WALLS' ` Wood Studs - Loadbearin walls........................................................ 9 (Table 5)........ .......................2x 6 -` ?ft n. ✓ Non-Loadbearing walls................................................(Table 5)..............................2x( - ft in. Gable End Wall Bracing' Full Height Endwall Studs.:...........................................(Fig 10).......................................................,.: WSP Attic Floor Length.............................:.................(Fig 11).............................................. dft>_W/3 Gypsum Ceiling Length (if WSP not used)..................(Fig 11).:.......,..................................__C�ft>0.9W; and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ...........:.......:.. :.:.. :. f 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 I .. Splice Length ........:...............................................(Fig 13 and Table 6)..................................... Splice Connection (no. of 16d common nails) ..............(Table 6).......................................................... 'roc -- AWC Guide to Wood Construction in High Wind Areas: 11 D mph Wind Zone - Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral (no.of 16d common nails) (Tables 7)......................:............................... .............. . Non-Loadbearing Wall Connections .7 c/ Lateral (no.of 16d common nails)............................. .(Table 8 ........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(fable 9).................................. Z ft in.:5 11' able 9 ................................�ftl in.<11' Sill Plate Spans " ........................................................R )- P able 9 � Full Height Studs (no.of studs).............................:.... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ...........IG ft C> in.:12' �C ............................................ able 9 .-.................... .lCo ft C]in._12_ 1G' Header Spans................. R SillPlate Spans...........................................................(Table 9)............,.....-.............. Full Height Studs(no.of studs)..................:............... .(Table 9 ........................................................ 11. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W ��6'8" Nominal Height of Tallest Opening2 ........................................"""""""'"' ' SheathingType.............................................(note 4)..................................................... Z� ✓' Edge Nail Spacing.........................................(fable 10 or note 4 if less)..............:........ _in. .� able 10 t Zin. Field Nail Spacing (f ................................................. Shear Connection(no.of 16d common nails)(Table 10).................................................... able10 ................................................... Percent Full-Height Sheathing...................... (T 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L ��6'8" L� Nominal Height of Tallest Opening 2......................................:............................... SheathingType..........:..................................(note 4)..................................................... 1G' ....................................... able 11 or note 4 if less)....................... Edge Nail Spacing R ✓� able 11 '="in: .;. Field Nail Spacing........................ (T )................................................. Shear Connection(no.of 16d common nails)(Table 11)............................:........................... able 11 ..�1 Percent Full-Height Sheathing.................:.....R )................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Rated for Wind Speed? 5.1 ROOFS y Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .................................................... (Figure 19).............�ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors ...........U=z5rplf Uplift................................................(Table 12)............................................. Lateral.............................................(Table 12)................................. L= 3 If ............S= Z If Shear...........:.................................. able12 ....... .. ...................... f .T=l6 If � Ridge Strap Connections,if collar ties not used per page 21... (fable 13)............................... ✓' Gable Rake Outlooker.........................................(Figure 20).............—O ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(fable 14)............................................L_ Lateral(no.of 16d common nails)...(fable 14)............................ .. ..... Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ :F&ln.>-7/16"WSP� Roof Sheathing Thickness....................:.......... ......... ...able 2 ................................ '�' . . ................... Roof Sheathing Fastening...........................................(T ) Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.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 t�reated�#2--grade V Cp 1 b c 3,4Y 17E�1 ,C1C. r f ' AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Cheddist for Compliance (780 CMR 5301.2.1.1)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 7116"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and:to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist_ and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double.top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment '-MEN THIS EDGE REM ON FRAMING MEW NAILS AT6"= 11 u 1 u n 1 Y 41 it II 11 / 11 - 11 11 1 11 11 1 1 11 11 1 N W - It Il K ' 1 IC 11 li 11,E 1 - - I l- i t a 1 - ' It Q It :t m i I t CD ry Il U 11 1 Q It n at fl- n 11 ' 1 oQ tl Ir 1 W t IJ � ii ii g 1 • V u 1 1 FW,• . Z i - u I I -- 11 MA1LSPACM — PAN I i J EL ` v See Detail on Next Page Vertical and Horizontal_Nailing for Panel Attachment C.�V AWC Guide to Wood Construction in High "Wind Areas: 110 mph Wind Zone - Massachusetts Checklist for Comp'hance(780 CMR 5301 2.1.01 i ♦ i Z Q � 1 i F1 1 1 'r 11 , i i . m 1 � 4 it 11 i FFiMING MEMBERS EDGEl+tiERMEDWTE 1 i , Sm r 1 _ 3'MrJ. STAta�D NAIL PATnEva PANEL PAN—waE DOUBLE RMLEDGESPACINGDETAL Detail Vertical and Horizontal Nailing for Panel Attachment ' �:. �I�t�+acht�sctt>- 1�cn:�r-tment i►t--�uv�iic�rtt Board of Buildinz Reputations and standards. Const uction Supervisor License License: CS 71576 P F ROBERT R FASANG 12 BIRD RD, n MANSFIELD, MA 02048 Ex ration. 7/18/2013 ('inm�ici.snr r Try: 18333 ��est df',raswe>aca�rrr�afl�c�tJ�,tKra;rir�4r�e(i~a Office of Consumer Affairs&Busi6ess Regulation c OME IMPROVEMENT CONTRACTOR egistration: ,,126577 Type: expiration 6/&.2014 Individual ROBERT P.FASANO, . ROBERT FASANO 12 BIRD RD h � � -- MANSFIELD,MA 02048 Undersecretary fasanos/mansfield 508-339-8325 p. l Failure to possess u current edition of the Massachusetts State Building Code _ is cause for revocation of this license. Refer tc: WWW.Mass.Gov/.DPS License or.re.gistr,etion valid for individul use un,ly before the expiration date.. If found ►eturn to: Office of Consumer Affairs and Business Regulation 1.0 Park Plaza-Suite 51.70 , Boston,N-TA 02116 `-. _ r �r Not:valid without signature i • f. 308 SUMMARY REPORT Wolaszek etherbee.4te Ridge 20 LF Passed 3 Piece(s)1 3;'4"x 16"1.9E Microllam @ LVL Ridge 12.5 LF Passed 1 Piece(s)1 3/4"x 11 7/8"1.9E Micxollam@ LVL Porch Beam Passed 2 Piece(s)1.3/4"x 16"1.9E Microllam@ LVL Kitchen Flush Beam Passed 2 Piece(s)1 3(4"x 7 1/4"1..9E Microllam©LVL Garage Beam Passed 3 Piece(s)1 3/4"x 14"1.9E Microllani@ LVL Porch Lintel Passed 3 Piece(s)1.3/4"x 11 7/8"1,9E Mirrollam@-L.A. r o fe 5rdw2re Operate r � ti° Joh��:te5 i z rt .j �/4/201 v 3:2 3:OF F M Gsnn � Fottc.v3.5,UksLur Erg,�s:'V'o.5.3.2 AidCa;e Horny Centers f ; (508,1398-F671 s 4987 - i�Oi S ;;L,-I?✓F3<f?E(.fJgP,Qtc, ish aV udcapc rct- -- --------- ---------- --------- ---_... ---- -- ��uGL'1 of 7 — -- I € FIVIBER PEPORT Level,Ridge 20 LF PASSED 3 piece(p) 13/4"x 16" 1.9E Microllam(g) M Overall Length:20" D ��.�+��+;t,✓`ate •. � ...� ��* `�� All Dimensions Are Horizontal,Drawing is Conceptual e5}gn,@ eSLi�$S a A Yrsl k N�Lneattar} AI€av�ed g, Result z *l4F a 4�1`GamEristartro)t Ci+fite)n} i Syllern:Roof .._._... _._.__ Member Reaction(Ibs) 8732 @ 2" 13322 Passed(66%) 1.0 D+1.0 S(All Spans) MetmberType:Drop Beam Shear(Ibs) 7313 @ 1'7 1/2" 18354 Passed(40%) 1.15 1.0 D+1.0 5(All Spans)—� Building Use:Residential Moment(Ft-Ibs) 42217 @ 10' 53672 Passeal(79%) 1.15 1.0 D+1.0 S(All Spans) Building code:tBC Live Load Defl.(in) 0.540 @ 10' 0.656 Passed(1,437) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.924 @ 10' 0.983 Passed(L/255) 1.0 D+1.0 S(All Spans) Member Pitch:0112 Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 74 9/16"o/c unless defiled otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. � loads to Su $i!{3065 ". 5� _aiota€ �Ava#iahle -Rc}tixed0 {3 Show „_, Yota€ ,:dcctssors pr '? 1-Column-SPF I3.50" _ 3.50" 2.29" 3632 Sl(#0 8732 None - - 2-Column-SPF _ 3.501, 3.50 2.29" .'3632 5100 :8732 None v r,�, c .« &oaS ; tracaop nr9dcha l( aCx�S} mmdtts x 'A 1-Inifonn(FLF) 0 to 20' N/A 340.0 510.0 Snow - - 30 20 for 17 -V7.,,�°r� 2 n^s d 1`a"Y ' ,iw s•' „e ;t � ,2'k'�hSrt* .}w ,:. pi v i�$N, .� k 4�'z'L ,+ ! :fir P�$fntl�erNoS�ti��"�r�FR'�,�,�.'�r � r a," '.+.�c`� __�t_:b�.��'�` v .a ��" ��?` �'G`�`� 5.5�4 �z�e'`'� '`��'-��r_,�__w"��*'*��_ "'�'�N `�• r�«k�h' �.e'+' '`�r��r'�z` '� ,�r3`L '' Assumed dropped below existing ridge - - sc,S�AiNAfsL�tJt2ES;:Y#hilrrATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance vrith Weyerhaeuser product design.criteria and published design values.' Weyerhaeuser expressly disclaims any other warranties related to the sollvare.Refer to current Weyerhaeuser literature for installation details. (wvrw.woodbywy.c orn)Accessories(Rirn Board,Blocking Panels arid Squash Bloc(s)are net designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer.is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software operator c � O 2,4/2013 3:29:06 PUl Forte Se•duzre oeroar � � Joa Nikes, �. _--- —__ - -- - --- --- I v e:15�. Mn nl ew crlte 3.5,Design .t,r nu. _ PAi r Cape Homo Ce• cis Wetherhee.4te (508j3�.B-60rI X ..: r atckewrid e ct � P _ PagB 2 of 7 _ MEMBER REPORT Level,Ridge 12.5 LF PASSED 1901, 1 plece(s) 13/4" x 117/8" 1.9E P lcrollam@ LVL Overall Length: 12'S" WM F�,�Ra �t�� .�K< r ,�"'�,�„ ,r •` � a ` � r'�� ,`aa ��d�".�� ,.? - 12'fi" a All Dimensions Are Horizgntal,Drawing is Conceptual Dent it�$es61� � r Rcti a(Ckcacatra€r Rtfawed Resutt G r 5 L F ,�Ott Godial i a�VaLs�Patterh} ,ri Sy, :Roof ____-.._..._...._._._....__....___._..._.._....---._._._..__...._...._____.........:.._._._._.._..:..._.._._.-..__.__:.:............_._.-._._....._-_._..._._....._. ................._.._..........._....._..:..__..__._._._._.:._.___.__.._-._.__.:___._.... Member Reaction(Ibs) 2380 @ 2" 4441 Passed(54%) -- 1.0 D+1.0 Lr(Ail Spann Member Type:Flush Beim Shear(Ibs) 1892 @ V 3 3/8" 4936 Passed(38%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment.(Ft-Ibs) 7045 @ b'Y 11155 Passed(63%) 1.25 1.0 D+I,)Lr(AEI Spans) Building Code:tBC Live Load Defi.(in) 0.263 @ 6 3" 0.406 Passed(L/554) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Deft.(in) — --0.446 @ 6'3" 0.608 Passed(L/328) I ---._ LO D+1.0 Lr(All Spans) ^—— Member Pitch:0/12 •Deflection criteria:11(U360)and TL(L/240). - Bracing(Lu):All c rnpression edges(top and bottorn)must be braced at 5'7 3/16"o/c unless detailed otherwise.Rover attachment and positioning of lateral bracing is required to achieve member stability. f 3 ,� T a a p Loads�c sufapor (Ibs} a a: � i Avallable uoe Reqet ead s (doe# 4 sea i` `Rcte sac � bd.r'?x,�r5 � ,�_v�r "�€t;:-._....—_�.r - �aTa .,tr .� 1-Column-SPF 3.50" 3.50" - 1.881, 973 1406 2379 None - - - _.�________.� .._._........__.._....._.................._ ._._...._,.. 2-Column-SPF 3.50" 3.50" 1.88"_._ 973 1406 2379 None � �„YS��,fi� �" `� r�' t �rw.�� 'r ., e,�^' v"w�, v a �•`a r ,�"°��T�a*,r,�,��r� � ��-.r'� � - .. .... - D,,•,�da'�. a�.'-��4of.%,�.IV:� ( an snow zs CO...... s,° 1-Uniform(PLF) 0 to IT 6" N/A 150.0 225,Q Roof Load 30/20 for 7.5' *r 'sa '.�.,i° y +r'y.. x '° "�-d; $r,,w� �F,T ✓'a" w . " �` x.�;, ` *, m. «}`�' :r. ` � v5:� h A tie �$'�la`3£i$ @/•�m $�`'C w. �<�'r '`�y'= ..:�•�_.. -�' �'.... "�°`�' ..... � .!°"�`+��'��,r�a �.`9 °;�,�c�` t: 'jSUSTAINABLE FORESTr(IN TJATVF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this sortware.Use of this software is not intended to circumvent the need for a design professional as determined by the authotity having jurisdiction.The designer of record,builder or framer is responsible to assure that this candabon is compatible with the overall project.Products maru fachued at Weyerhaeuser facilities are third-party Certified to sustainable forestry standards. The product application,input design leads,dimensions and support information have been provided by Forte Software Operator -e ortp Sooty✓are O eralar' :3;rs Nrtea-r' :- - 2,1;201., 5.9R 06 PM I P Matthew , hn Foite v;3.;5;L�t�stgr)Er)n;rs:V5. .v.2 Mid Cape nl,nt Centers _._.. _.__.__-______._. ..� ih✓tli:ifiZ��L,-VV6.1hefheeAte haV i rs wr,do pe.net I PrgA 3 of 7 -- ----- — --- - - ---__ _ ........... _.._------ .._._I MFMBEP P.1~PoRT Level,Porch Bean? PASSED F Oft T El 2 piece(s) 13/4" x 6 1.9E Microllam@ L L Overall Length.-14'6" ,r p t 14'6" a All Dimensions Are Horizontal;Drawing is Conceptual NISI Et$2CS t1$5� h. rattual iocaCiot AAiiuwed 04K, " DF i Load CcsmbHnatton(iattern3ya y€« System:Floor Member Reaction(Ibs) 6708 @ 1 1/2" 7613 Passed(88%) 1.0 D+0.75 L+0.75 Lr(All Spans) Member Type:Flush Beam Shear(Ibs) 5105 @ V 7" 13300 Passed(410%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) 27160 @ T 3" .33893 Passed(70%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Code:IBC Live Load Den.(in) 0.265 @ 7'3" 0.356 Passed(1,1645) 1.0 D+0.75 L+0.75 tx(All Spans) Design Methodology;ASD Total Load Deli.(in) 0.473 @ 7'3" 0.712 Passed(L/362) 1.0 D+0.75 L+0.75 Lr(All Spans) Deflection criteta:I1_(1;480)and TL(l/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at S'9 1/16"o,•'c unless detailed otherwise.Proper attachment and positioning of lateral - bracing is required to achieve member stability. k v, r+,. r �• h+,Li&dsr r: .*m .*" ,,rr+. ,,, Y,�`. _ h ly rr a: e B�areng I e ads to 5upports(6irs lr r r s rf c r > r bitp ?$Sr �tr�c �trra „c try c r :Moor tk ROMP (€ raX w*s r o s Zotat �Avatta6le .tEer;urred Dead. Total � Accessoiresv4 _�",X,";�ce r=_: rr �•�'.�r +`,x,k:�r il*,a= ara.. �r ..:.,-✓-��.ra �<Liv+~w..-_.�Live i�+.�a�......�_...__�.�?°.._�?.z"'�':.:z:'.-� ._".k:.m 1-Column-SPF 3,00" 3.00" MA" 2919 1740 3313 7972' None 2-Column-SPF 3.00" 3.00" MA" �2919 1740 3313 7972 None tirxw� tt ar : r n� �w S Fr 5rr € r� r p ,r� e r r r rTffbutatyr w cDeatl FtOorEty Rooff Esee x � y �F ,. mdtO r° a EOCattOn Ydidth 040) .. �...... fnor^sr(nw�lxsTni rsmnteltkS _ ... ..- --..._.: ............... —---- 1-Uniform(PLF) 0 to 14'6" N/A 240.0 .3 .0 30/20 for 12' 2-Uniform(PLF) 0 to 14'6" N/A 80.0 240.0 3-Point(lb) T 3" N/A - 973 19 linkekk h'orrh;Rant:Ridge Beam, - stt rt 1 "�� t€r�,�:+.t aG�y „n. � �tr.-•�..r 'fit,�"»'r-�*k�*`:```'� �.�.«a.a,� ',' �r'�.`�r�T�'�*�*^3?�,�. 'F'�.�'� `` r '�C � �_#r, n� c.;-. r, f ,jfefld8lt5C Ott'� Y ter, z sna4 ,� a �raT? 's r t F __ __..._____:_...._._...-___._._...._.____......_...._................_.____._._...____..._.....:........._._._._.__._-.___...._._._._ J..:7PdPiAfSI Weyerhaeuser warrants that the sizing of its products Will be.in accord nee with We.yedhaeuse product design alter(a and published design values. Weyerhaeuset'expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.can)Accessories(Rini Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent die need for a design professional as determined by the audtoriry,having jurisdiction.The designer of record,builder or-framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are.third-party certified to sustainable forestry standards. Ttte pralua applit atinn,input design loads,dimensions and support information have been l mdal by Forte Software Operator e o to 5c tw re OF rokrr = {- {3iib'd<cY•, 7 4/2013 3:29i07 PM -- ---— -- - ---- -----— - — -- --- Fole.v3.5,De ice Engine:V5.5.3 2 i hid Cape Horn" ('c.tors i ♦ i1<tN,istek-U✓i^sfhr ri38.'.41F.` (508i 098-6071 z :387 f r•alu.k��w end ape.ret .�.......__! rPaae 4 of 7 - �. -- --- ------- . ----- - . -_......_ _ --__ . i =r M£F BER REPORT Level,Kitchen Flush Beam PASSED 2 plece(s) 13/4"x 7 1/4" 1.9E Microllam@ LVL Overall Length:1 T' - a All Dimensions Are Horizontal;Drawing is Conceptual +iP0. d+''` e`UBk�'� m,� a' w r*s,�n, vra:-Z 1 DF s#Odd CafBtbitt3tieDrF(Patter P} a SySfeit:Flnor IMember Reaction(Ibs) 809 @ 2 Passed(16%) I.0D+0 75L+0.75Lr(AllSpans) M,nhber Type:Flush Beim' Shear(Ibs) 631 @ 10 3/4" Passed(130%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(FtAbs) 1950 @ 5'o" Passed(27%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load DeR.(in) 0.043 @ T6" Passed(L/999+) -- 1.0 D+0.75 L+0.75 Lr(All Spans) Design Methodology:ASD Total Load Deli.(in) 0.213 @ 5'6' . Passed(L/601) 1.0 D+0.75 L+0.75 Lr(All Spans), Deflection criteria:LL(L/480)and TL(l./2Mi). Bracing(Lu):All compression edges(top and bottom)must be braced at 11`q/r.unless detailed otherwise,.Proper attachment and positioning of lateral bracing is required to achieve member stability. ` aft r`---r �, ...... � .. ',.�:r -' oil Av erred Dead s e }vor� koaf" r Totf Accsa es S ere a 1-Stud wall-SPF 3.50" 3,50" 1.50" 641, 110 110 864 Blocking ._ ......--_ _.-__ 2-Sttd wall-SPF 3.50" 3.50" 1.50" 644 110 110 864 Blocking •Blocking Panels are assumed to carry no loads applied directly above then and the full load is applied to the member bung designed. '`�� ,.�x�r��..�� w� �+,',�r`a Trpbub�ty�'`'•�'�'��fl�d d��IrLe a $�'rRu"`kof Lsve �` � ��e.,r' �,e��.•4� ' - ,$.��dSEesnxsd I-Uniform(PSF) 0toit, 11 6.7 20.0 Snow 2-Unlform(PLF) 0 to L1' N/A 90.0 - - - - 3-Uniform(PLF) 0toill - N/A 13.4 - 10.0 - -, £ CEat1SC ti3$ g tf ?» . h' A } yk , T5r aw e SJS, {NfifL rM:STk If T11TV,E' Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly diulaims any other.-warranties related to cite software.Refer to current Weyerhaeuser literature for installation details. - (www.woodbywy.corn)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or frarner is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have beer"provided by Forte.Software Operator r ro eP Sriix re Oven�r t i, 2/4/2013 3 29 07 GSM i x3�:NrceS _x�r + t ,Gus, l� Fotfe v3.5,D Itar E n n �/e. ,3.2 i 4 i r u+e Home:Centers ' _ .: I t>r`Pi3G3-EiG771AP�r z 61<OIL7sLP,k.-.Wf?irrht!hPg.4i:` . 1 • o v MEMBER REPORT Level, Garage Beam PASSED . " _.R_ TE 3 plece(s) 1 3/411 x 14" 1.9E Micro[falr @ LVL Overall Length:20'6" (f All Dimensions Are Horizontal;Drawing is Conceptual Desig... O >'•` "x "` '`'»" :`L4F'G'�Load Co httiation'•$'Stern}' r ,, <_ 5ystan:F€oor n itesst�s aetr,a! ►oearign Aowed ,aetrtt _ 'fit_.:, ( ..::_. ._._.__ Member Reaction(Ibs) 5852 @ 20'4" 13322 Passed(4411%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(Ibs) 4947 @ 19'1/2" 17456 Passed(28%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 266 36 @ 11'13%16" 45484 Passed(59%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:18C Live Load Defl.(in)• 0.502 @ 10'6 5j16" 0.504 Passed(L/482) -- 1.0 D+1.0 Lr(All Spans) Design Methodology;Aso Total Load Defi.(in) 0.871 @ 10'6 3/16" 1.008 Passed(L/278) 1.0 D+1.0 Lr(All Spans) •Deflection criteria:LL(1,/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 12'3 9/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. r'^` 1• �'« cf'ah'� *,.{ '{'s7'f >`'`'` x.&rz �.,*,., „•ra mac ,:'^' sprY5'(!b&.5) '"•>'x-"`" -�`•,,w^'.,."W" �°r+•x° ,. ti r,�•�,��, `�r.'x�� ,,e,, l;csartft �t y, 1.oads,Eo Su ��Ya""'+d:� �°�' � r _ ' 'x.r: �-�' � t 'a i `•Tx�^,� :t x -r v,.,r,-err`'•.,�.,�:�« ROnf r+� rt- s+s'r°•+-* '� �'s',�"`5gp'(}06t5tx � a, `� Avail�a6e Requted Dead Uv_ r YatalrE Aczessortcsr� 1-Column-SPF 3.50" 3.50" 1.50" 1431 1834 r 3265 None 2-Column-SPF y 3,50" 3.50" 1.54" 2466 3386 5852 None .r..d` +i ,� c v TsibgitarY � Dead 3 R4ofUv r v ti 'r L��CCS x1 r v Lusatian ..fi �idlh .....sex.(0 90.. .fna Sow;1�2&} Cb€slm2hi5q $ 1-Uniforrn(PSF) o'to 20'6" 1' 240.0 360.0 3ii/20 for 12 LF - - - ' g� y�,, ' . s+s" ,a�•c. r�ev,�g,,� *. r"+'r�r.� # °* rz�Sir - e ®r td8lt94r I O R:.� f v rr2, s.iz. F.rs rx."�, .:� �, -, A.f'"o.a•Sr .r. .' �.- .d:4•..: `° `.t�.:r�.•''_ `yam° r Si15TRiNABLE FORFST:.FU INRIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other:warranties related to the software.Refer'to current Weyerhaeuser literature for installation details. (www.wo(x7bywy.com)Accessories(Rim Board,Blocking Panels and Squash Blor.ks)arc not designed by this sofhvaie.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer,of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Soft,vare Operator -rot re oceratt.r 2 }/2013 3 9:08 PM ........_............ Foote v.3.S,Design F,r&e:``5,5.3.2 Mat hew v.,,:m j � - P.did Cape Face;Centers -. 1.,Volaszek,--Wetherbee,4lc? I (508)33i-6071 x 49a? {sh2kii'+s a rtdcape.r,et { - Page G o.7 f L_...---- --- -- -----— i MF€MIrIER REPORT Level,Porch Lintel PASSED 3 piece(s) 1 3/4" x 11 7/8'!,1.9E Micrbila G LVL Overall Length:17'5,: + ,Sm 16 6 All Dimensions Are Horizontal,Drawing is Conceptual D@Sign_lieS l$5 r Actual @4!acatroii Ail wed a'y a ult g ?�x �°LD xy�s i Doti COsnbinatu�n{PT ern3 r *f j System:Floor Member Reaction(Ibs) 3616 @ 4" 21656 Passed(17�143) 1..0 D+1.0 Lr(All Spans) Member Type:Drop seam Shear(Ibs) 3015 @ 1'5 3/8" 14807 Passed(20%). 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 14562 @ 8'8 1/2" 33465 Passed(441%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:TBC live Load Defi.(in) 0.292 @ 8'8 1l2" 0.558 Passed(Lf'688) 1.0 D+1.0 Lr(All Spans) Design Methodology;.ASD Total Load Defi.(in) 0557 @ 8'8 /2" 0.837 Passed(LJ361) 1.0 D+1.0 Lr(All Spans) Deflection criteia:I-L(1,/360)and TL(Lj240). Bracing(Lu):All compression edges(top and txotlom)must be braced at 17 52'o/c unless detailed otherwise,Proper attachment and positioning of lateral bracing is required to achieve rnember stability.. ra �.�--e, .�-„?�,h,�; `ark�rx �,' °f 3xz ,,g„r�� "'.��,�*,s•�.�. rg� �,�`�*�" r +,r'� "+`.�,u �.�r IX X, rY rr { � FO1 I r vsr#ab#q7� ReRnrYF Dad . $Otal gccessataes x 1-Column-DF 5.50" 5.50" 1.50" 1717 �610 1898 4225 None 2-Column-DF � 5.50" 5.50" 1.50" 1717 CIO 1898 4225. None r , av' --' -- -----.- �:.{b9Q]« ., ...........p 1-Unlform(PLF) 0 to 17'5" N/A 35.0 70.0 - 20/10 for 3.5 iF - 2-Uniform(PLF) 0 to ITS" N/A 14s,o 218.0. 30120 for 7.25 LF' r, 'yj' �- W gi l Ita�1CU58r O eS �<_ys ` C j S k SIs. _-Z ' � t� � ��*�c � 7��h151,5 AiNABL FORESTRY NTOJIVE Weyerhaeuser warrants that the sizing of its products will be.in accordance with Weyerhaeuser product design criteria and put±lished design values. Weyerhaeuser expressly disclaims any other wananties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Acces."ies(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need fo*a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party cettifivci to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte S. tiN ra Opera-to( for , z J.r>Nwc 5' `4'�' 4._..'.y, l 4/2013 3:29iN,t M - ._ ._ _ Foile v 3.5,Design,,Engine:V5.5.3.2 Matuhew vuslin d lid Cape Home Centers - VVol;a•32ek-Nether bee.41& S 8;N3-6071 x 987 - 1 F.1.ks i-nidcape.net 4 . n:. Pacie 7 of 7 p ' OF . o Tp�t I"lFa gn �Tf�l!��, , 14Wf NOTES: - - - - 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD - 2J CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER " aeovE ANDERBEN r°'' 3.)ROUGH OPENING HEAD HEIGHT OF WSNDOWS AT .FRENCH FIRST FLOOR TO BE 8'-8'ABOVE SUBFLOOR C C 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS AS t - STATE BUILDING CODE 8TH EDITION AMENDMENTS&IRC2D09 c c S:) 110 MPH EXPOSURE B WIND ZONE,2.00 ASPECT RATIO - - - 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, s NEW b - - - OR HORIZONTALLY W/BLOCKING AT EDGES,3-EDGEH2'FIELD NAILING ' .�, H C "•` FAMILY C N i ,DECK EXIST. .- --7.) ALL LVL LUMBERIBEAMS TO BE 1.99 U480 LOAD e ROOM - 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS NAUITED CEwHD> ' N . B 9. FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALLEcF - - F: ) ,. � � SIMPSON COMPONENTS °`'4' 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS.&SLABS TO BE 3000 PSI , --- _ ,. -- --- ----- �� 11,)VERIFY ALL PLUMBING&ELECTRICAL DETAILS' - _ _ _ 0- .. —J I_i - _ ON SITE DURING FRAMING CONSTRUCTION - r Q 12.)TIMBER FRAMING TO BE SPRUCFJPINE/FIR NO.2 GR. PANOE REMOD. EXIST. - 4 KITCHEN RI KITCHEN' BATH EXIST.C i -y (ff— Dceow nvourwi OWN ER O BEDROOM T _- ..^ I ll /+ [� p e l y 4 N G z a'-2'- a.1P I.� 11 IBIAND ,:. .a$ RFFi' 'y©1. f n Nli� LDETECTORS tlE��I-.I:i ED c ----� © EXIST. © - HALL — _ - IL— J) i "uN. - Sh It ., .E BUILDil'DEPT - .DATE CLOS. • . elvj. CLOS. -_@EwMlnnw—woD®P,woe_we_- - _ CLOS.— ----- 4� ! rIREDEPARTPIENT mp p DATE LOTH St-hA'UPESf RE'111 F CLOS.I 2 10 E R RERIJIM14G ©'" _ 4 I ` 78'x87Y • - ' •J" .-m.�_r�,...�_ FIRE RATED EXIST: FIRST FLOOR PLANK EXIST. BEDROOM LIVING LEGEND: , t ryAULTEDCEueD> EXIST. .EXISTING WALLS I. BATH -- CONSTRUCTION TO BE__� C U ON E REMOVED NEW CONSTRUCTION ©-SMOKE DETECTOR. It. A A j NEW ''' ©CARBON MONOXIDE DETECTOR .. ..GARAGE ,.. a'-s ab. aw-. - r- _ -�� i ®HEAT DETECTOR NEW ----- --- ' a B s. F .. COVERED' 1ECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) - . FENEaiRAT10N BKYUGHf GE1L8i0 WO-FR--WALL FLOOR 608EMENTWALL BABEMENTBLAB CRAWL ePAOE WALL 190`xTY OH DODR P.T.BxBPO81a U-FACf0r1 UfACibR R-VALUE R-VAWE R-VALUE R-VALUE RNAWE R-VAWE ' y g g W/AZEICCJONO O.aa 0- as w a0 IM13 10RFT.DMP) IRO- 4 a'HKR1618E a _ NOTES APRON 1• i A�JC ,. - TRUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. - 2.10113 MEANS R-15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-,13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL - - 3.REFER TO IECC 2DW CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS Q COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR. SCALE: DRAWING NO.: 1/4"=1'-0" 43 BREWSTER ROAD �IVETHERBEE RESILIENCE MASHPEE MA. 02649 DATE PH�(508�274-1166 .-... '4. .-..—.��e .o..,d. .-.�->.-,.'p•-.-.. ... .— . e. ,�„w.,.., ,_.,..,..... NEWAgIC RN1OeBOMOn T� - TOMAroHE%tETINO O NEW AEPNALT ROCP eHINOLEB TO N�roHEgei1N0 gr TOP OPPUTE. . - �. .. Ell 0. NEW P.T.Exn POE1H WIAZEK GEP10n FQtBTFLOON B'HNlN fl�eE ' nUEFIAOR - &eaFTO.KMFwe, FROND ELEVATION ... NEW RIIX3EVENT . NEWA F'BCN.FMEIE. . - eaoFFrt ewNnETo - . . .. MATCH Exlerwo . TOP OFPUTE - - New AiEH oegmio ro w � n r+auNc+E ❑ ❑ .M. w . 00 NEW nIOWOro MATCN ExIEI1N0 FIRST FLOOR � a ,. BUEFIDOft ' LEFT ELEVATION BAY DESIGN. ESIG N L LCNE W ADDITION/REMODELING.. ` FO- R: SCALE: L E: DRAWING NO.: 0 1TCW W. TH a "_ 43T '"PEE,nnA..02649 WETHERBEE RESIDENCE v DATE: PH.(508 2741166 1/18/2013 �® FAX(So�)539-9402 20 ALBFRTI WAY CENTFRVII,I F. MA . .. NEW Agi(wU�BOARDB . _ - TO MATCH EI06TIN0 . .1 TOP OF L— Tg ' FWBf RDON REAR ELEVATION o - NEW ABPHALt'wJOFBHINOlE6 . 1212 TO MATCH PJCH11N0 .. EgBT.. . ib0 NEW AZ7=JC FABCIti FwIIG sewFFrr EnANneTo .. MArcN ExisnNo � . . TOP OF RATE - ' ❑ ❑ IF: NEW A2EKCOw1EwlOARDB TO MATCH FX1811N0 NEW BIOWOTD MATCH E%1FiNNO .. . ' FIItBf FUJOR .. mom 9UEROOR - P.r.eaePOE18w, RIGHT ELEVATION. AZFxcnsiNoaa . MNNi e.e . Q COT IT BAY DESIGN. LLc NEW ADDITION/REMODELING FOR. �1/4'=CALE: DRAWING NO.: -0"MASHPESTERROADWETHERBEE RESIDENCE ATE: MASHPEE MA. 02649 �... .-.�.. s.. i 14.8• P.T.4x8PDSBON,aow NAILING SCHEDULE GON,DTETE BONOTUBESTO - - aPa.zx,Dt. 4,rBELowGRADeuBE 110'MPH EXPOSURE B WIND ZONE BWPeON 21MKABUN W'Sf BABe gACE4 PDer cAP - PROOFFRAMING' T DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING P.T.2xlw tB`on A G TO RAFTER(TOE NABFD) 2-lb 2-,OtlCH ENOD TO RAFTER(END NAILED) 2-18d 3-11W EACH ENO C AMING: 41Btl 6-1 Bd AT JOINS SPUD TO STUD(FA�NAIIEOTOP PLATES AT ON6(FACE NAILED) 2-ied 2-im 2r" HEADER TO HEADER(FACE NAILED) 70d 1Bd Ur o.a ALONG EDGES I FLOOR FR LL.T I I --NEW I I J08T TD 81LL.TOP PLATE ORG R�ER(TOE NAILED) 4Btl 411tl PERJOI6T to yplT� 6 CRAWLSPACE h BOOING TO JOISTS(TDE NAILED) - zed _ &ISd EACH END BLOCKING TO BILL OR TOP PLATE(lOE HAILED) 8-18d 418d EACH JOIBT Q CONG BLAB) LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) TYP.r CDNCRETE I I .. I B JOIST ON LEDGERTO BEAM(TOE NAILED) 3-d FDUNDATION WALLS I AB BAND JOiSf TO JOIST(EIND NAILED) 4-IW PER JOIST wl—iWCONCRE�E I 9-,Bd 41Bd PER JOIST FOOT1N0 T04PBELOW I BAND JOIST TO SILL OR TOP PLATE 2-t8d 41Bd PER FOOT GRADE W/ICY I I I I - ROOF SHEATHING: WRAFTETERSSORTTRRUSSESSPA—cmUPTOD,ao- m - 1m eIDGEWFiE - OR TRU SSES RAKE SPACED TRUSS'/O M 10d 4 EDGO6 F _ RAFTERS 8•FDOE/lf FIFJD _ G ' 10tl GABLE END waLLRAKE OR RAKE TRUBBwroOJERWW - E/B' - OR RAKE 7RU88 Od 1 �EDG FEW VERIFY DEPTH OFO" GABLEECT RALLRAKE od FOUND.WM186FODGNOB. - A W/6TRUCNRAL OVTLOOI�RB � - iOd 4•EDGE/4•FIELD DURING E%GVATgN � BLOCKS GABLE END WALL BANE OR RAKE TRUSS W/LOOKOUT ADJUBTAB NECESSARY • CEILINGG SHEATHIN - -- COOLERS — FEDOEHP FIELD- AUBO4RD - 6tl - GYPSUM W WALL SHEATHINQ . - Q+ •. WOOD STRUCTURAL PANELS(PLYWOOD) It 1!ISTU8 ZSPACED N92•FIBER TO WBOARD PANELS ed ,- :f Dd J'EDOEIB•FIELD Itr GYPSUM WALLBOARD Qd COOLERS — 'T EDGEHIT FIELD - FLODR SHEATHING: . WOOD STRUCTURAL PANELS(PLYWOOD) —-—-—-—-—-—- - 1.OR LESS THICKNESS Bd - - tOd 8•EDGEH2•FIFSD . GREATER THAN)"THICKNESS 10d 18d - 0•EDOE/IP.FlELD EXIST. _ ___ BASEMENT I? i----1 ----------- 3 m ....., I I .—Top of FOUND.AT — . REMOVEE),ISf.FOUND.WALLS 'I I I � TO BEll1//BVBI�Ki!(T . I I I I P.T.2x 10 LEDGER BOAR��L10 eOr LTEDTO _ ��ate,x�� . I I -- _____ BOUD BLOCKING Wl121 BOLTe - - � . � � 1T on eTA00ERED JONJTS NANOERB - . I . �_ BEE IRC2002 SECT.LOJT2 _ r vun FOUNDATION WALLS L---_--------------- J `READ w 7 eEIOY/ NEW I I GARAGE P.T.2xB.o+CPa I i I F I . I (PRCHz oaH.DDDR I I m��.wtiR,,.... I I wiexewwFoeBEDDED I I s' —DROPTOPM A I ----- = AT O.II DOOR FOUND.---- - A SP.T-2xt0. 'B �-- . DIA coNCRETE eDNanlees lY R w ;>;s` . ------ ------- TO vBELOWGRA—WEMOB - O.H.4 DOOR DETAIL SIDE ELEVATION CONE FASTENJOISTSTOBEAM BABE AFRON W/BUAPEON 2I,A%H21T�8 _ 6BAPSON BtND,4BrnAP - eatP,ION BTtmbt BTRM FOUNDATION PLAN NO SCALE FP PEROJLDETAL 1lIA'�" 'PERON.OETAIL np Nt? BJ1? . SCALE: ortawlNG NO.: COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR: 1/4K=r-0K 43 MASHPESTERRO64 WETHERBEE'RESIDENCE "`Y �� "� "" DATE: MASHPEE MA. 02649 ��N^D^•x�a , PH.(508)2�/4-116B 1/18/2013 (a CAY:508) Y4-116� 13n At C2C®TI \AIAV f°_I=@aQT0=P\/II I P RAA E DECK TEN TffB wi i OVreID eouoz eeLataaNDwtxe I Two RAFTERecEwxD,IolereArB VlTR -Rao cczzl1 _ ®4e•".".•ALLOW BPY10E Pw,Aw Bxe FROM RIDDE P,,ACwPB EveNLrerncED ; APPLr GIIU(DR PLOW WTHE UNDERe1DE OF ROOF` Dowxro EADERAT wPARf ON THE NEW DECJC .. TAPEATALL BNEATHIND eEAMB AND TI�TYVEK BHEAnBNo ENDOP - vAPOR BMWER j INSTALL FIABHMO UNDER I ... 'S,aw.. WLV H - HWBEWRAP6DEGCND I _ I AmcDEnallo APPLr GAwctxt >J-. —zK - y,- i ADHEBNE UN DER . APxr cnuxaR PIATE e,DenN o HousE ADxEBNEwHERE - . - WDIGTm .. FlDOR JOIBrB 4 - H v _ INRUBBER MEA@RANE N - I BETWEEN LISKiER6 - . ' �T1iN0 �' B P.T.Yx,OLEDOERBOARDLAOBOLTEDro DETAIL AT FIRST FLOOR DECK DETAIL qg - - eouD aloclaxD wi IPODERLOI(BOLTe erAooERm ,IClale HAI,OERB �I . . eEE�R,3WpeEGT.eDT2Z NEWMULTLKBPJIM .. JES gU TOVERroEJ - 1 Q RODE BTNlCNlfifl • I tP .INSTALL eIB'ANCHOR BOLTS AT ePm MAX . - - OPLATEB 0H3UN ' 'I' wpIAOE BOLTS WRNW P-16.OF FACfI I _ P P AND ro AB'MW BAUM DEPTH' CORNER @@@@ I F F EXBTf.RAFTBB '� .. ———___—__ ro RELWN '� NEW 4x8POST UNDER [. -O EACH END OP•NEW COLUetNEse?x W.— .. - CONO FOOTIND - 6 �S .RIDGE BOND -NEW MOLT WLR1pDEBEAM. - — ————— 4 -__ _—-—___ _ __ _ _ _ _ �. PT.-BwLLW/BEMIIt _ I ` b a -NEWMRT LKBENA - - 0 ANCHOR BOLT DETAIL. a ,• SCALE:1/2'=1'-O' wbTALLTHREEFUII.HEK BrucesTxo.IMzc eruDAT EACH eIDE OPALL Ra,w,oPENwoe . WINDOW . A FASTEN eEAMroPOBre zxe WALL L.®C AK ti A W/ABM RAFTERSn BEAM WI eIMPeON AGES PODTCAPB .. .. . AB � 8 B - - IRouDH OPENIND) .,AC.Ic M. .1 W.11 W Lvuo:AOEIt 7 B�PBaNLBTA� ew aaNlarAz4ernAP ROUGH OPENING DETAIL PER D.H.DEdLL PER a.H.DETALL - ROOF FRAMING PLAN! zoa• te-r COTUIT BAY DESIGN. LLC . NEW ADDITION/REMODELING FOR. rDA LE: DRAWING NO.: 43 BREWSTER ROAD =1'-0"MASHPEE,MA. 0254s WETHERBEE RESIDENCE E PH (506a 274-118 2013 �Av ien icon nn Mz "'fA AI be®TI IA/A!/ hCA1TC®\/11 1 C AA/i •------•----- t NEWMULT 2 x(M1®1Aon .. . t. 12 - 12 - T� EXIST. 12 _ xeLBETY/EENEA RAFTER 2xsy tQ a5 ' TO PNEVENT WIND W WASHING PAD OlfT 00RT.PAFIFRB .. .. .. 2%1Tkmtr_ r2, (R°8) - FASONHEK3Hi8 MULT LVL BEANFIREODDE OYP.BD. -a BTRAPRNG�tB` . W/AZEKBE IMFItD IN(i%RwOE - .. a RECESSEDEXPANDED EXIST.EXPANDED KITCHEN LIVING COVEREDGARAGE eMveo"N APOM%a�W/ PORCH C &TOOIRTW/BunraoNPRCHrTO OJL DOOR -w aueFLooR - DECIallo TOP OF FOUND. 2x to JOISTS®1B',on .. P.T.2x BY B1Tm bP.T.2xt2L W/ - - AZEK FAECIA FOUNDATION. - NEW LALLY COLUMN W/ 4 - - - EXIST.- FOOTNDUNDERPOBC - tr WOWS RETESON NGT BASEMENT wT ENoov wDomEAM ON WOW FoonNo ro . - lYx ta•CONC. - 4V BELOW GRADE USE SUAPBON.' ' FOOTNOS TO - - ILUXABUfiaPDBT648E- . '4O•BELOW 1. 113 to LEDGER BOARD LAG BOLIED TO ASECTION @ GARAGE GRADEw°2 °Jo/ � G T +ENDB A6 TYP.ROOF CONST. _LL_ CONT.RIODEV -2x12RO0FRAPTER QlWIIn (� ULTLVLR�K+®EMI - __PI TROOP OD RDDF SHEATHING -. \SECTION @ KITCHE/PORCH 1".FTROOFBHWtxJJ3 / p ` -tELe.FELT PAPER - . -1rHu+BArrwsuuTloN A6 _ . ®BLOPEO CESJNOB IRCe) - . -tr eArr weuunoH - — . 2xayot0' /—exe POST FROM RIDOESEN.I ®PUT CEWNGEI Ut-3) .. - 12 DOWNTOHE ID -2x12 RIDGE to _ r "—" EN"""-'A"ECIIPB -AT—ICVWATERaXIEL°ATBOrI MI 2x BYBEfW'EENEACHRAFTER -WINDWAUH RARIUERe - - - - TOPREVENTWINDWABWNG .1]/ 9 1—WHDR -w UMINUMDMPE°°E TOP OF RATE0 0 . WINDOW SCHEDULE -TYPE MANUFACTURER'S UNIT ROUGH OPENING 'REMARKS CONT.IiOFFR VENIB H+UDB .. ^ _ FULL HEIOXr WALL BIF DE TYP.WALL CONST.. A ANDERSEN TW 2848 2'-8 1/B'x4'-8 7/8' DOUBLEHUNG tltuoe FROM FLooR t.zxsttruoa m+am TW 24310 2'-0 1/8'x4'-0 718^ DOUBLEHUNG To cEawD .I NEW z1rr PLYwooD BXEwTwNo � B' FAMIL aV(R',MIMMN uIATION C TW 24410 2'-6 1/8"x V-0 7/8' DOUBLEHUNG - ROOM 4.trz•GYPBUM BOwRD ^ a.W.C.SHINGLE SIDING D FWf_mIYI0 8'-0^x 1'-10 1/2^- FRENCHWOOD TRANSOM. e.rnExvAPOR BwRRIFn E C235' 4'-0 1/2'xT5 3/8' CASEMENT - eueFLo�oR°OR T.a Na POLv vAFort BARwER T%to Jaws N,a•o.a - 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS NEWPX.2,65l WJSFA.R' a.a\Tr wsuuTloN(Rca> - WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS - 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR, NEW LOW-E HP 4 GLAZING W%SCREENS&STANDARD HARDWARE CRAWLSPACE A e . rcoNc.ItLPB ,� /i�vC-2SZ5-�CI IZZO Z'-OZ�-O'S�`/. C'l 2CLL a)SECTION @ FAMILY ROOM A6 Q COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR: �4L"—V- DRAwiNGNo.: M BREWSTER ROAD WETHERBEE RESIDENCE ° PH. 506�274 1166�9 ® V5 CAV/<n \C nn.tnn I'1/\ A'� r-„rt•a^Irk •ers�I /\T'>�"s• a sa• • r �s l 5,550 1914211E I 1 5.50' 0 � -1 \ � 1 0 APN -248-287 L`SJ \ DRIVEWAY , O EASEMENT I 1,3;007±5F F��► PROPOSED ADDITION \ 1 w N (VO z \DK p m O i f „ No. 20 m 1 2. I I STY. WD. FR. PROPOSED COV'D. PORCH 0 ' � DRAINAGE f R N EASEMENT f ZONING REQUIREMENTS LOCUS 15 ZONED RB 44.41 00 6� MIN. LOT AREA: 43,560 5F . 58 I°08'26"E j EXISTING = 13,007± 5F (RECORD) MIN. FRONTAGE: 20' MIN. FRONT YARD: 20' MIN. 51DE YARD: ICY . - ALBERTI 1LANE }{ e MIN. REAR YARD: ,10' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF, THE PROPOSED ADDITION, AS SHOWN, CONFORMS TO THE HORIZONTAL SETBACK REQUIREMENTS OF THE TOWN OF BARNSTABLE ZONING BYLAW. M SEPTIC SYSTEM ELEMEN 5 ARE SHOWN AS INDICATED . ON AS-BUILT CARDS ON FILE AT THE BOARD OF HEALTH. ' s 0- JOB No.: 12136 SITE PLAN - DATE: 17JAN 13 IN SCALE: I° = 20' PARN5TABL.E (CENTERVILLE MA55ACHUSETT a ) S 3 , PREPARED FOR OF MASJ, o� RICHARD �, COTU IT .BAY D51GN J. N U No.3 5D y richard J. hood, pis P land surveyors- engineers _ �+ 22 deep wood drive forestdale- ma -02644 Q 508.833.7100 20 Why C51�7 v c Town of Barnstable . �j"E' ,, Regulatory Services .41 Thomas F.Geiler'Director i s"nr' S A & Building Division s 1619. 10rEp ► Tom Perry,Building Commissioner .206 Main Street, Hyannis,.MA 02601. www.town.barnstable.ma.us - Office: 508-862-4038 Fax: 508-790-6230 PERMIT# ) FEE: $ . SHED REGISTRATION.: 200 square feet or less it Location of shed(address) Village Property owner's name Telephone number X 1 Size of Shed Map/Parcel# , Sign a Date'. Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? ` Cn If over 120 square'feet,you must file with O1d.King's Highway. , 63 f ... ril Conservation Commission (signature is required) Sign off hours for Conservation 8:00-9;30 &3c30-4:30 PLEASE NOTE .IF YOU ARE WITHIN THE'RMSDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BETA REVIEW PROCESS.AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMNIISSION FOR DETAILS: THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg 3 REV:05201 f m 585°19142"E 1 15.50 /I/e" — — --� — 0 \ o AP 248-287 LSD Ear 3,007-i-5F ZP PROPOSED ADDITION \ i� i w Ln b 2} _0 _ �0 � I �I N N �? • V No. 20 \ 12. I' I' STY. WD. FR. i PROPOSED COV'D. PORCH I � %o S DRAINAGE I o ZONING REQUIREMENTS EASEMENT I LOCUS 15 ZONED RB MIN. LOT AREA: 43,5GO 5F 581°08'26"E EXISTING = 13,007t 5F (RECORD) `— MIN. FRONTAGE: 20' MIN. FRONT YARD: 20' MIN. SIDE YARD: 10' M I N. REAR YARD: 10' r ALBERTI LANE I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, P05ED ADDITION, AS SHOWN, INFORMATION AND BELIEF, THE PRO oETBACK REQUIREMENTS OF THE CONFORMS TO THE HORIZONTAL TOWN OF BARNSTABLE ZONING BYLAW. fV N SEPTIC SYSTEM ELEMENTS ARE SHOWN AS INDICATED ON AS-BUILT CARDS ON FILE AT THE BOARD OF HEALTH. a 3 JOB No.: 1 213G 51TE FLAN _ a r N DATE: 17JAN 13 IN SCALE: 1" = 20' BARNSTABLE (CENTERVILLE) MA55ACHU5ETT5 3 PREPARED FOR r COTUIT BAY D51GN o RICHARD HOOD � rlchard j. hood, P15 - N � � - i N No. 35 land surveyors- engineers s 22 deep wood drive a A forestdale _ ma -02G44 1 ! 508.833.7 100 I Q a 0 U t ;_._-.-:r—^':<ye^ve^..:4-�;s-�s-.r y _ T�'S'..... ;'�"1yF': &":^"ice' ,m TOWN OF BARNSTABLE gJypf tNE� a Permit No. ..2.9.77.5...... BUILDING DEPARTMENT F near i TOWN OFFICE BUILDING Cash ��cwv► HYANNIS,MASS.02601 Bond .....X.. CERTIFICATE OF USE AND OCCUPANCY Issued to Thelma Maddalena Address Lot #5A, 20 Alberti Way Centerville, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY-THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. December 7, 19 $7 tom. .... ..._. .. `---�!. .. Building Inspector .r �..� °•.e TOWN OF BARNSTABLE • BUILDINGDEPARTMENT _ Ua 1 TOWN OFFICE BUILDING ra 1639• �� HYANNIS, MASS. 02601 �o r�r�• MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by 7 BuildingPermit . ........................................................................................................._......._.................._.. ......._ _. issued to . ....... .G.:�..... - .. d.... �`x'r 7 Ai-y.._ Please release the performance bond. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR � QUALITY ORIGINALS) M IA DATA PINK DEPT FJLE,COPY/WHITE-FIELD COPY/YELLOW APPLICANT COPY ° BUILDING , as TOWN (SF BARNSTABLE, MASSACHUSETTS PERMIT VALIDATION 'A=248-.287 2. DATE August 12: ' 8`6: ..T�9 r >' 19 PERMIT NO. LW e _ y l7.•� APPLICANT_ 4-V t4u;; n Maddalena .ADDRESS (NO.) STREET) - (CONTR 5 LI ENSE) PERMIT TO FT Riii1 rlwpl l Inv (_1) STORYSingle f NUMBER OF �� Tnl l Ina (TYPE,OF' IMPROVEME ) NO, - O OSEDOUSE)S �OWELLING UNITS_ .� AT.(LOCATION) l nt:"#5A 70 Al bprti {7'`� ('pntaT iri]�a ZONING (NO.) _ (STREET). 3 • z DISTRICT - BETWEEN AND (CROSS STREET) - (CROSS STREET) SUBDIVISION LOT LOT BLOCK SIZE BUILDING.IS TO BE FT. WIDE BY FT. !ONG BY FT_IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO,TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR BOND VOLUME_ 1 �](� G - ft - PERMIT ESTIMATED COST_ 11,llUU FEE _ (aS• 5-- (CUBIC/SQUARE FEET) wel. OWNER Thpima a;'i is ADDRESS BUILDING DEPT. x BY • DEPARTMENT OF FROM,THE- PUBLIC wvicKa. OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. ASPECOF THREE CALL T INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON,JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2.2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMB'ERS(READY TO LATH). 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO-- IT' IS. VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS - ELECTRICAL INSPECTION APPROVALS. 1 _ 2 2 <rl, z1� 3 HEATING INSPECTING APPROVALS REFRIGERATION INSPECTION APPROVALS ENGINEERING OTHER "— —" ./ 0 HEALTH ell WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND-VOID IF CONSTRUCTION INSPECTIONS INDICAVED ON THIS CARC INSPECTOR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE STAGES OF CONSTRUCTION. CAN BEeARRANGED FOR BY TELEPHON PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. V\. P �� y3 O 0 i8., J h L OT sA 6 0 007 S,F °o ` o 0 • I 2S' � (G Q. I� tSMWT • `. �� ' sT+4Y� �F �1 RFS TON NSF � WARCHA L-t_ `� N m - ,� PL� ' ' pL PSIG. cJ3/DN o JO N U N °874 0 Cl TLR�S,JF ' CI=P-TI Pl 1=D A L roT A L Apt.-1 4 L L C)T s A) A L13m,-r l WA y tv\ assbA ct.1niT:N AVDAuFNA T NaQ-i- ( e PT f FY 714A7 -THG i t=-L_L 15 `t7-1 V LIrJ Ir-1 G. Jc8 as . ss-1 S 3 Bu 1 t-c t-!GI opt-I l-I 1 S 4-76 2=-rTi= Gq fit- IS LC=A-7eD Iw � OrJ To 5.1=A7 S v lAlJD I G-1, M A •,o2.S37 gY;- "n -1F4E' CIS-nLI6 QUMEwTs �t bu1t.1 f C14 BY: JK� 6.7e(, 5Nc-mil' l of 1 ,PJ13 4 V Assessor's office (1st floor): y �G, �._ !j/ oFTMETO Assessor s�map and lot number .�(/� Board of Health (3rd floor): -' Sewage Permit number ' TA...s... . -...®. 1 . ,` Z 33asl9TenLE, ! Engineering Department (3rd floor): 9oc,,�Mb39. `0m� House- number ........:....... ...'...�. ... ....:............... ......... e Nix APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00'P.M. _only TOWN OF BARNSTABLE BIJMDIN & INSPECTOR APPLICATION FOR PERMIT TO Ci.�!!. :i C.�.? ........................................................ TYPE OF•CONSTRUCTION ....:d..l..��.�:... '��.f�.Y.......�f��:L�.4.�G................�:� r7...... ............ ---------- TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ... .t..... .1.....��. . ............ .... ..... .................................................................................................. Proposed Use ...... Zoning District Fire District ..LL.�:; ........�-3�T ... .. ........................... ...................... Name of ........... ...Address Name of Builder /!2�t?'��?-.. ...t !!( ✓t..+4.4'�* .Address ezl ... Nameof Architect ..................................................................Address .................................................................................... . Number of Rooms ..?? ..!13.R,:....J..&..k3 r4 .....k..°r..1kFoundation 4: ....... XXIAO(... ...................... Exterior W�....5.�p�l..a�G.` .......................................Roofing ... .tall. .. ................................................... .............. . Floors J..... ... iJri YL...................Interior ... Lf/L... l,� X1...!° . /�sT ................ Heating a� l7� lJv G/J$ ..................Plumbing ...:. ..1 ...../,��rl./. 5 .. ............................................................. ............................................ Fireplace ....49, ...../7—. L. ...............................................Approximate Cost ...x—e ®ad Definitive Plan Approved by Planning Board __ ---------19 813___ . Area ........J3.7�.................... Diagram of Lot and Building with Dimensions Fee 6.1/ ?�� SUBJECT TO APPROVAL OF BOARD OF HEALTH � U `k 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. VName'.✓kT m t2... :.. ° !l G` .... ........ Construction Supervisor's License � .�� .................................... MADDALENA, THELMA VV1, No ...'.29775.. P4M"it for .....0.ne...S t.or.............. &ingle Family Dwelling .............. ................................................................ 'Lot #5A, 20 Alberti Way Location. I.............................................................. fT Centerville .......................................... Owner Thelma Maddalena ................................................ iTypef,of C8nsi-ruction ..,.....Fram.e....... ................. ................ .............. ...... ................. X Plot .......... ........... Lot ......................... Permit Granted .............A........ugus..t 12,.................19" 86 IT 'N Date of Inspection Date Comp'l"e te ......e ..................1901; 71f r- �.:- ��,� a�,r*x$ r ;,,d r -�•y ._.'• a,asks�,y�.7'� �i. ^R,., as s_ M :. 16 Al �' " Teaxb. Ply"=l�i f �?1 y r� ` ult su YY' a�h� 1r t �a.:_ !��xw'•F :4� �''ws` �� ',.�fix;` .. 7,91 FEn 2,, PiLl �1 �2 8 NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, r 61t' t , ` DETAILS,&FINISHES IN THE FIELD WITH OWNER ABOVE 1 P ANDERSENa.. I! 3.) ROUGH OPENING HEAD HEIGHT OF WJNDOWS AT m � FIRST FLOOR TO BE V-8■ABOVE'SUBFLOOR C - ti a C 4.) ALL CONSTRUCTION TO CONFORM TO 780.CMR MASSACHUSETTS s, A8 ru? t Zzl STATE BUILDING CODE 8TH EDITION AMENDMENTS&IRC2009 ,' s C 5:) 110 MPH EXPOSURE B WIND ZONE,2.b0 ASPECT RATIO �C 8.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, 4 OR HORIZONTALLY W/BLOCKING AT EDGES',3'EDGE/12'FIELD NAILING N c 4 EXISTT. 7.) ALL LVL LUMBERIBEAMS TO BE 1.9e U480 LOAD =r 7 FAMILY H DECK iY'+s ROOM a 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS lb b L B` 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL .: SIMPSON COMPONENTS sti - ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 4 10.) ri 15UTE TO BE 3000 PSI DOOR ______ _________________ 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS a ON SITE DURING FRAMING CONSTRUCTION O ! SINK' 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GR. 1 I RANOE REMOD. > x f.t, KITCHEN (VERI KITCHEN . I a 1 L-T EXIST. 1 YOUT WTOWNER 4CA-T ! Fr IvAULTEocnwol w iri I O BEDROOM rr REF 1AND I eVr'O' ? �S af DETECTORS T ."�"a _n_ �g VIE, _D 'W W i l--L ----- -- .'i O`.' Off' J��yyy EXIST `� -� 8 9!0' I —— - ------ ' G Dc- -HALL E BUILDI'v DATE -E- CLOS.! CA . /3 - CLOS. I NEW MULTI LVL RIDGESEAM ABOW --- r- I¢g EIRE DEPAR I MEN I DATE 9 BOTH 4IGNATUPFSA4 RF:trr4 �� x 'e---«aj I r — ?,�.�,..,�—•— ;✓U t-ar?PERM1 i TINC Q'°v CLOS.1I 1. Lll i j 2W x B'B' r r'4 `► I - FIRE RATED 3,0„ DOOR _ 2 � EXIST. FIRST FLOOR PLAN EXIST_ .. :ems BEDROOM LIVING .. LEGEND: mow. (NI . . .� - EXIST BATH 0 EXISTING WALLS I -- --- _ CONSTRUCTION TO B REMOVE O UC E D - -- ----- O ® NEW CONSTRUCTION �- F Q I , OS SMOKE DETECTOR. NEW A A A i 2r 11 (9) CARBON MONOXIDE DETECTOR GARAGE T-W ra star , NEW �— — ® HEAT DETECTOR 4 B COVERED PORCH IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS - IAZEK DECIOHM CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION M A ® TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) . FENESTRATION 8KYUMff CEL NO WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT BLAB DRAWL SPACE WALL I� P.T.0 x 8 POSTS U-FACMR U-FACTOR RWALUE R-VALUE R-VALUE R VALUE R-VALUE PWALUE 180'x TO'O.H.DOOR _ B W/p2'EK CASINO ow 0.80 38 20 30 1 10M3 10(2 FT.DEEP) 10/13 _ � b'B'HIOH BASE NOTES- 1 � r C i.R—VALUES ARE MINIMUMS&U-FACTORS ARE MA)UMUMS. 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 2 te-0' zt9' 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ■ ° �QH SCALE : DRAWING NO.: COTUIT BAY DESIGN LLc NEW ADDITION/REMODELING FOR. v4" - 1,-0� . . 43 BREWSTER ROAD MASHPEE ,MA. 02649 WETHERBEE RESIDENCE � A. Al PH. (508 274-1166 MM0�,M.� MUI� DATE FAX.(50 539-9402 � � r 1/18/2013 20 AL.BERTIW_ _AY CENTEF�VI_L_L_E. IVIA