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0036 MENEMSHA LANE
1p CLI r 0 ,o i II J - •', o s y ♦: F BUILDING DEPT. MAR 0:9 2021 �0 TOWN OF BARNSTABLE T nC- 'J omeWorks Energy, Inc Insulation Affidavit HomeWorks Energy has installed insulation at the following address that meets or exceeds Massachusetts building code and IIC requirements. Project Address: Permit Number: EXPR-21-241 Brian MacNeil 36 Menemsha Lane Barnstable Massachusetts 02632 Location Material Addt'I Thickness Final Assembly R-value Attic Floor Green Fiber Cellulose 13" 49 Basement Rim Joist 6"Owens Corning Fiberglass Battinf 6" 19 Sincerely, c6yu l 4*e"�— Adam Glenn CSL#106148 HomeWorks Energy Inc. HomeWorks Energy 101 Station Landing,Suite 110 Medford,MA 02155 wxpermitting@homeworksenergy.com (781)205-2201 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION j Map Parcel Application f& Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address CM S k1 A L�� Village C. L/Jt CQ it/L Owner a 141v / - C: lyra Address a�6 Telephone 57069 Permit Request /`d 6-LE f L� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation /°-7 0 O Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .❑ Two-Family ❑ Multi-Family (# units) �r7 Age of Existing Structure Historic House: ❑Yes ❑ No On Old King' ghway: 0 Ye�❑ 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 I nO\N Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION v .(BUILDER OR HOMEOWNER) Name ��i1 I f}r� n.I/�C- (�f Telephone Number Jo ]/c,� c? Address /V c�/ ► l"�y License # \J�j 64QeA Home Improvement Contractor# Email�15 Z.U.�4/�i)�(>� Y `� yU0:(-0/0 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE [�, � /' ` DATE ),O 4 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED r MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: r FOUNDATION FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING V� 0 { DATE CLOSED OUT ASSOCIATION PLAN NO. Ile Camttt'ortnvealth of-Massachusetts Deparhment of industrial Accidents @ff ice of fitkw6gadons ' 600 Was#hzio-on,Street Boston,MA 02111 fk'FV nnmAmgo{°1dia .` '[Torkers' Campensatian Insurance Affidavit Builders/ContractorslEiecricians/Plumbers Applicant Information Please print I.e�ibIv Name(Busffieess,'Drgmnin ionauum anal}: R►�f �IV ��'!•�� ��r � ` Address: 3-6 .M£'islt-4'I 5 PLI eityfstalter . K-tti_c lq l-/%4.� /0-t Phone-,u-- ® v :3 61f' 7/d Are you an employer?Check the appropriate box: ' Type of project(required): 1_❑ I am a employes 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 sh p and have no employees. These sub-contractors have $_ ❑Demolition wo�lry, nQ� for me in an c s- _ employees and ham a wodaTs' -O y ` _ 9. ❑Building addition. . I• workLen' Comp_insurance comp_fiLM=M d_] 5. E] Nile are a corporation and its 10_❑Electrical repairs or additions 3. I am a homeovmer doing all work officers Have exercised their 11_❑Plumbing repairs or additions self o workers' right of exemption per MGL ' �' � - 1Z.❑R.00frepairs . insurance required,]T c.152,§1(4k andwe have'no employees.[No workers' 13.❑Other camp insurance required-1' *Any applicutdmt cheda box 91 must also fill ooEthe sectionbelow shun ing thieirwaaere compensation policy informafion- I Homeowners who submit this affidm%indicating they are daiag all wod and then.hire outside conttactars must submit a new affidivit indicating such. =Cantactors that check this box must attached sa additional siteet shoring the name of the sub-coot wA m and state whether w not those entities have employees.Ifthesuh-contacm shave employees,dwymusipmuide dLeir workers'comp.policy number. lam an einp1gyvr tliatisprnzrlirig workers'coirilrerisadvii inmirance for my employees Retow is flrepaticy and job site informafiari. Insurance Company Name: Policy]4t or Self-fins_Lic.#: Expiration Date: Job Site Address: CitylStatel.ip: } Attach a copy of the workers'compensation policy declaration page(showing the policy number and respiration date). Failure to secure coverage as required under Section 25A of MGL c�152 can lead to the imposition of rrimmal penalties of a fine up to$1,50Q.00 ani or one-year imprisonmeat,gs we11 as civil penalties.in the farm of a STOPWORK DRDERand a fine of up to$250.00 a day against the-violator. Be advised that a copy of this statement may be fi xvwded to the office of Imrestigatioms of the DIA for insurance:coverage serifrcatiam I al'o hereby ceerdi Under thapaitis andprt! ' s ofperfuey that the uiforma#ivii prmided abmw is 6u8 acid carrect �Sumature: Date: Ve- A®/,)� L Plies e 0� 6 ` O,j"€cial rise arily. Do fiat write in this area,to be wimpleted by city artolm a,;�4cutL City or Town: PerrmtlLi,cense;g Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.(ityffown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Conbct Person: Phone#: Information and lastruCfions . ssachusetts G&aeaal Laws chaptar 152 regaires air employers to provide workers'compensation for their emp Ma loyees. Ito this statute,an empoyee is defined as.- ..every person in the service of another under any contract of hire, express or implied,oral or wrifinn_" An ernplayer is defined as"an individual,pmjnm b�p,association,corporation or,other legal eatidy,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 dwcDing house be deemed to be an employer." or oa the grounds or buiddmg appurbeamt thereto shall not because of such employment emp Y MGL chapter ter 152, §25C(6)also 'states that"every state or local licensing/agency shall withhold the issuance or renewal of a license or permit to0o,�perate a business or to construct buildings in the commonwealth for nay a licant who has not produced acre table evidence of compliance w.th the insnr-n ce,coverage required" PP P y . p / - AdditionaIIy,MGL chapter 152, §25C(�states"Neither the romm onwealth nor any of its political subdivisions shall c o co liancewith the insurance. i 'c rmi�I table.eviden e f i enter into any contract for the performance ofpnbh work acceptable mP requirements of this chapter have been enter in the contracting ar ffi odty." Applicants Please fill out the workers'compensation vit completely,by checl®g�e boxes that apply to your sitnation and,if necessary,supply sub-contractor(s)name(s), ess(es)and pho�'e umber(s) along with threir cmtificate(s)of insurance. Limited Liability Companies(LLC)o inritedLiabr7ityPartnerships(LLP)withno employees other than the members or partners,are not regtm ed in carry wo ' compta afion insurance_ Iran LLC or LLP does have employees,a policy is regnued. Be advised that this day$ y be submitt d to the Department of Industrial Accidents for confirmation of fimm-ance coverage. o be sf�¢re to sign and date the affidavit_ The affidavit should be r tt�mmed to the city or town that the application fur th p:L' or license is being requested,not the Departramf of Indust aal Accidents. Shouldyou have any questions g the law or' you are required to obtam a workers' compsation please policy,ple call the Department.at the er en listed below. Self-insured companies should enter their self-in saran ce license number on the appropriate lime. City or Town Officials T - Please be sme that the affidavit is complete and pried I Iy. ` he Department has provided a space at the bottom of the affidavit for you to till out in.the event the Office f Investigations has to contact you rega uding the applicant Please be sure to fill is the perm t crose number which be us!app ! as a reference number. In addition,an applicant that must submit multiple pemlitllicense.applications in y given ,need only submit one affidavit indicating torrent policy in oration(if necessary)and under"Job Site A Tess"fine cant should write"air locations n (�'or been c ed or rke' b the city or town may b e provided to the the affidavit that has b n officially Y awn _ A co of �Y�P PY _ �r applicant as proof that a valid affidavit is on file for&LM peamiis or likens s A new affidavit must be filled Dirt each year.Where a home owner or citizen is obtaining a license or permit not Tel.to any business or commercial venture (Le. a dog license or pemtit to bum leaves etc.)said person is NOT regrired tN mplete thus affidavit The Office of Investigations would lrke to thank you I advance for your coop erafi a and should you have any questions, please do not hestate to give us a call- The Department's address,telephone and fax number. % 'I e co, an th of Massachuset. Depaitm t of Ilid�cial Accidents ��� of jnvegtkatiow GN Washivou st=t Bwt`�MA 02111 T�L 4 617'27-49w t 06 Qr I-977-MASSAFE Fax#617-727 7M Revised¢24-07 .mas,5_ggWdia. Town of Barnstable - Regulatory Services P oFMfE r M Richard V.Scali Director Building Division AAR1VCi'A � : Tom Perry,Binding Commissioner - MS 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: % I ra U l_� JOB I.(X_.ATIox: 3� .N!�iJ-,- �-�4 5 ✓iG C� number village �IOMEowNi�: �gt�4�.d./��-� r�£j�. �� .3�� • 7��c�r ,�.... name home phone# work phone# CURRENT MAMING ADDRBS S: city/town 4 sty up 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 suQervisor_ DEFDMON 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,fl at,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 ofBamstable Building Department mini„,um inspection procedures and requirements and that he/she will comply with said procedures and requirements. Sign ofAomeowner Approval ofBaildingOfficial - 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 he exempt from the provisions of this section(Section 109.11-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the 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. Q:1wPFII ESTORMMuildmg permit foanslEXFRESS.doc Revised 061313 Town of Barnstable Regulatory Services * 334311STABIZ s MASS Richard V.Scab,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyaffiis,MA 02601 www.townbarns le.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property er Must P Com lete and Si This Section If Us in Builder I, ;C- /v ,as Owner of the subject property herebyauthorize \ to act on m behalf, y a ' by this building permit application for. in all matters relative to work auth� 4/1 C- i1 e, L_ (Address f Job) "Pool fences and alarms are the res onsibility of the applicant. Pools are not to be filled or utilized befo%71is installed and all final inspections are performed and acc Signature of Owner Signatu%fAppllicant 61�ON AIC /Ur- 'Ajul Print Name Print Name i Date QTORMS:OwNERPERMLSSIONPOOLS Town..of Barnstable oFTHe'�s. "Regulatory Services gyp' do Richard V. Scali,Director * Building Division uvsrna�w BARNSTABLE MAM c� 1639. 10 Thomas Perry,CBO 1639.2034 �F01A°�p Building CommissionerIg 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 September 21, 2015 Brian MacNeil 36 Menemsha Ln. Centerville, MA. 02632 RE: 36 Menemsha Ln., Centerville, Map: 191 Parcel: 099 Dear Mr. MacNeil, This letter is in response to application number 201505617 submitted to add a chimney at the above referenced address. Unfortunately, the application can not be approved at this time for the following reason(s): 1) Construction documents submitted are incomplete,and do not include drawing of how, the chimney is to be constructed. 2) The purpose and location of the proposed chimney are not included in the submission. The above documents must be submitted in order to proceed with the application. Please do not hesitate to contact this office with any questions. Respectfully, WA. Lauz Local Inspector el ffrey.lauzon(g�town.barnstable.ma.us (508) 862-4034" , i to �� �tll�l�s�'L- QF MASsgcy &011 g g aUG?RAC � `����� !� '� � /,�;F• .r ,�` s Q 90 } a F FPRNSTABLE i Rio v�fx �o� i f j 0 PO4 to ' - — �o TI,k. _._.... _ _ ey r Town of Barnstable oF +e row Regulatory Services Richard V. Scati, Director r BA R NSTABLE� �, Building Division pA0.X51A8lF•CH(Ip1VNF•C01UR•NYAIXiS 9 Thomas Perry, CBO XAFS M Y.IILC•OSIEA\'IUE•WESi fl13X5.A0{f�A �39 ,0�' rED A Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 September 21, 2015 Brian MacNeil 36 Menemsha Ln. Centerville, MA. 02632 RE: 36 Menemsha Ln., Centerville, Map: 191 Parcel: 099 a , Dear Mr. MacNeil, This letter is in respons&to application number 201505617 submitted to add a chimney•at the above referenced address. Unfortunately, the application can not be approved at this time for the following reason(s); - 1) Construction documents submitted are incomplete and do not include drawing-of how the chimney is to be constructed. , 2) The purpose and location of the proposed chimney are not included in the submission. The above documents must be submitted in order to proceed with the application. Please do not hesitate to contact this office with any questions. Respectfully, eg'�/L. LaO; „ Local Inspector j effrey.lauzonQtown.barnstable.ma.us (508) 862-4034 102.35• d 0.1 CONC. FNDN. 0 0 0 0 n GARAGE EXIST. DWELL LOT 30 21,319t SQ. FT. �IENL'MSI�A ioo.00, LANE 35.03' FOUNDATION PLOT PLAN 04-181. PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 36 MENEMSHA LANE, CENTERVILLE SCALE : 1" = 30' DATE : AUG. 22, 2014 PREPARED FOR: REFERENCE : MAP 191 .PARCEL 99 BRIAN M CNEIL HEREBY CERTIFY THAT THE STRUCTURE ,moo DANI L SHOWN ON THIS PLAN IS LOCATED ON THE A. GROUND AS SHOWN HEREON. c� O.Jf, tl > �.�a f off 506-362-4541 No. �i 8� t fo:506-362-9880 /f i ,Y downeepe.eom O Or / we cope eadiaeariad, civil engineers /� ";`;` land surveyors 939 Main Street (Rte 6A) DATE REG. LAND SURVEYOR YARMOUMPORT MA 02675 TOWN OF BARNSTABLE 2M AUG 26 all 10. Q 1 (3,V ,' ;+ s' / TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . - j Map Parcel © p�pon # Health Division Date Issued 11 (4 Conservation;Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 34, /1?EA ff 1,44 LAd,� Village' CEE JT—fRJICL - Owner IJR I Ar.I 19_9 45 /I/AC, A&I Address 36 z&mflY5114 L/t/, CwTv&/ 6 Telephone 3Q Wa o' Rermit Request--, 461 1i/.1O 4 Ai 6= RA 'YO'r�C c�`� M rACH L�) &A 626 QAlk! Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District, Flood Plain Groundwater Overlay Project Valuation Q...Q 4 0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family- ❑ Two Family ❑ Multi-Family (# units) _-- Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No ' Fireplaces: Existing New Existing wood al stoved❑Yew❑ No Co Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: fisting Q.Dew ize_ ,-. c 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 # © z r Current Use Proposed Use _APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ���'V 364 71 a Y Address `L��,��j�-� � License# Cf-(J l<e U I L GL AAA DQ43 2 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO j SIGNATURE DATE TZJ FOR OFFICIAL USE ONLY ' APPLICATION# } DAt4 ISUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER f t DATE OF INSPECTION: r• r` FOUNDATION 2,1 �E FRAME � 13� I INSULATION r FIREPLACE ELECTRICAL: ROUGH FINAL .t} PLUMBING: ROUGH FINAL ws F GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. . . The Commonwealth of Massachusetts Deparbnent of Industrial Accidents Office of Invesfigations ' 600 Washington Street Boston,MA 02111 U. www.mass.gov/dia ' Workers' Compensation Insurance Affidavit,Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly �t 9N e(Business/Organization/Individual): 12W hvetizls zilAc C IZ . CQtYjS_tate/Z p:-C6j TU 0/4-L..Lc Phone#: o 36 t Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with ,4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling , ship and have no employees These sub-contractors have 8.- 0 Demolition working for me in any capacity. employees and have workers' in urance# 9. []'Building addition comp. [No workers'comp. insurance &ed] 5. We are a corporation and its 10.0 Electrical repairs or additions 1a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions Jmyself [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.❑Otlier employees. [No workers' comp,insurance required.] *Any applicant that checks box#i must also fill out the section below showing their worker;'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 workors'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy andjob 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$1,50.0.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains and penalties ofperjury that the information provided above is true and correct TSienature: 1 .3'Ij l�� // Date .12 .36# 71 a T s 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#: • I 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 ofrhire, 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 o an individual,partnership,association or other legal entity,employing employees. However the owner of a dwellingouse having not more than three apartments and who resides therein,or the occupant of the dwelling ho a of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the gro ds or building appurtenant thereto shall n t because of such employment be deemed to be an employer." MGL chapter 1 , §25C also states that"every sta a or local licensing agency shall withhold the issuance or renewal of a lice se or permit to operate a busin s or to construct buildings in the commonwealth for any applicant who ha not produced acceptable evid ce of compliance with the insurance.coverage required." Additionally,MGL apter 152, §25C(7)states` either the commonwealth nor any of its political subdivisions shall enter into any contra for the performance of pu 'c work until acceptable evidence of compliance with the insurance.. requirements of this ch ter have been present to the contracting authority." Applicants Please fill out the workers' c mpensation affi vit completely,by checking the boxes that apply to your situation and,if, necessary,supply sub-contra s)name(s), dress(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Co anies(LL )or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not re d to c workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Bedvised at this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insuran� co v rage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the ap cation for the permit or license is being requested,not the Department of Industrial Accidents. Should you have an estions regarding the law or if you are required to obtain a workers' compensation policy,please call the Dep nt at the number listed below. Self-insured companies should enter their self-insurance license number on the app/opria line. City or Town Officials Please be sure that the affidavit is coin lete and print d legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Offic of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/lic a number which�will be used as a reference number. In addition,an applicant that must submit multiple permit/Iice e applications m y given year,need only submit one affidavit indicating current policy information(if necessary)and der"Job Site Ad ss"the applicant should write"all locations in (city or town)."A copy of the affidavit that h been officially stain ed or marked by the city or town may be provided to the applicant as proof that a valid affiday' is on file for future p is or licenses. A new affidavit must be filled out each year.Where a home owner or citizen obtaining a license or ermit not related to any business or commercial venture (i.e. a dog license or permit to burn le ves etc.)said person is T required to complete this affidavit The Office of Investigations would lik to thank you in advance r your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone an fax number: Tk GoTnmc�nwealth of Massachusetts De art aeut of Industrial Accidents Office of investigations 600 Washington Street Boston,MA 02111 Tel#617-727-4900 ext 406 or 1-977-MASSAFE Fax#617-727-7749 Revised 4-24-07 wWW.mass.govfdia Town of Barnstable t °� Regulatory Services `* Thomas F.Geiler,Director urines. 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 EXENWUON Please Print IAA J W/0& //a 7 �/J JOB=I:OCATION: 3 b mmmber village "HOIyMWNEEi, _ 7 v�� E 08 30d 8 +w-=w-• e=� h me phone# work phone# CURRE T-MA>T_Q ADDi&s �� /!?EitJ�/rIS N/� G.i9 N F 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 hue who does not possess a license,provided that the owner acts as supervisor. DEFIN1171ON OFHOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one. home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proved and requueme d that he/she ' comply with said procedures and requirements.' 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,Roles&Regulations for Licensing Construction Supervisors,Section 2.15) This Zack 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\decollWAppDat,\L cal\Mcrosofl\Windows\TemporaryInternetF,.\Content.0utlook\QRE6ZUBN\EXPRESS•doc Revised 053012 o�TME r Town of Barnstable ' Regulatory Services aaxxsxmrs MASS Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 '�Y Prop e Owner Must Complete and Sign This Section If Using A Builder V as Owner of the subject ptoperty hereby authotize to act on ray b in all matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the res �p nsibilitY of the a licant. Pool� pp s are notto 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 • J r QTORM&OWNERPERMISSIONPOOL•S 62012 MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Ln.,Centerville,Massachusetts 02632-1979• (508)771-7601•Fax(508)771-7163 mcudilo@comcast.net July 2, 2014 B. Macneil 36 Menemsha Rd. Centerville, MA 02632 RE: RESD.GARAGE CENTERVILLE,MA PROFESSIONAL SERVICES RENDERED Engineering analysis and calculations;wind analysis using WFCM CODE CHECKLIST,markups stamped; TOTAL DUE=$560 Thank you in advance. /2014-114 I If ( ,6 111-1/r, t1: tf nr)r/ ( tilt%It•iictrcur hi f/r.,,,h II hid. I rein: //0 mp/r II id Lutte NIAsuchtisel s Checklist for Compliance (7811CNIl 301.2.1.1)' Compliance 1.1 SCOPE WindSpeed(3-sec. gust).... .........................................................:... _....................:....................._...110 mph WindExposure Category... .. ................................:...... ................... ....................... ....... ------- --...................B 1.2 APPLICABILITY Number of Stories _.... .... .... .....I... .......:...........................(Fig 2)...... ......... ........... stories 5 2 stories Roof Pitch ..................-.......... (Fig 2) ........................................./ S tj Z-12:12 Meari Roof Height .....__... <_g _. . ........................................(Fig 2)_,. _......... ................,..,_. ....l�,�ft 33' Building Width, W .................Z Z......................................(Fig 3).. ...................._............I.......... ft :5.80' Building Length, L ..................12 ......................................(Fig 3)................................................ ft <_80' Building Aspect Ratio(LNV) .......... ........ ....................(Fig 4).....................I... ....................rr 2 ` <_3:1 Nominal Height of Tallest Opening` ..�.�. .....................(Fig 4)........................ .......................1�_<_6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections........ ...........(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................................................................................:.................................. ....... ConcreteMasonry .................................................................... .................... ... ..................:..................... 2.2 ANCHORAGE TO FOUNDATION'' 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanira Anchors as an alternative in concrete only Bolt Spacing-general ..............:......................... .(Table 4).............:................................. in. Bolt Spacing from end/joint of plate ........... �. ... (Fig 5)..................................._A!:1-kin. _<6"- 12" Bolt Embedment-concrete....................................... (Fig 5).................................................-7 in. >7- Bolt Embedment-masonry.........................................(Fig 5)........................... ................ in. >_ 15" PlateWasher...............................................................(Fig 5)...............................................>3"x 3"x '/ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)............................... ..... Maximum Floor Opening Dimension....................._............(Fig 6)........................L ft <_ 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall(Fig 6)......................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.... ...........(Fig 7).................................................... -- ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..... .............................................. - ft 5 d FloorBracing at Endwalls ...................................................(Fig 9)... .....:.......................................................... ' Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...... .............:..../. Floor Sheathing Thickness ...............................:......... .......(per 780 CMR Chapter 55)..................��. 5L in. Floor Sheathing Fastening..................................................(Table 2).._d nails at__�,_in edge/(_in field 4.1 WALLS Wall Height Loadbearing walls.................:...............I......................(Fig 10 and Table 5).....................G..q 7ft 5 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)....................��� ft <_20 Wall Stud Spacing ............................... ...... ....... ..........(Fig 10 and Table 5)...................&in. 5 24"o.c. Wall Story Offsets .................... ....... .......-....... .... _...(Figs 7&8)....................:....................... - ft <_d 4.2 EXTERIOR WALLS.' Wood Studs Loadbearing walls..:.............-......................................(Table 5)..............................2x `�ft_in. Non-Loadbearing walls................ ..........................._..(Table 5)..............................2x �a ft.�in. Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10):................................................I............. ... WSP Attic Floor Length................................................(Fig 11)............... ......... .................. ft 2W/3 sum Ceiling Length (if WSP not used)...................(Fig 11)............................................—ft_a 0.9W �aof MAS840 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)..................... C, I It (,nhIt, to II oo t`( rtttvt"ttctrr�tt in 111 h ?t-rnr/- Ii-ea-s: //0 titph IIiit(Ile,t+e NIdissachilisetts Cliecklist fO1' ( 01111hl ill nCe (811(-�,flz I.I) Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)..............(Table 7)..........................................•............. 'Z Non-Loadbearing Wall Connections 2 Lateral (no. of endnailed 16d common nails)...............(Table 8).........................--............................. _ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .....:.. ...............................(Table 9)................... .............1'3ft -in. < 11' Sill Plate Spans ............... ........................................(Table 9)..................................eft — in. <- 11' Full Height Studs (no. of studs) ...................................(Table 9)............................................-.... ..._W Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans-:....._............ ....... .. ....____...........(Table 9).................................. ft — in. 512' Sill Plate Spans....................................................... ..(Table 9).................................. ft — in. s 12„ Full Height Studs(no. of studs)....................................(Table 9)....................... ............. ...... � Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building Dimension, W = 0 2 t , U Nominal Height of Tallest Opening2 Abs 6' SheathingType..............................................(note 4).............................................._...... V) Edge Nail Spacing......................_.................(Table 10 or note 4 if less)...................: ,3 in. Field Nail Spacing..........................................(Table 10)....................................................1_'L in.rr Shear Connection (no. of 16d cogmoon na ls),(Table 10)...................................I.......... ......... r't Percent Full-Height Sheathing�..,.zj8. `p, ,�(Table 10)......................................ZN�.... 5%Additional Sheathin�for Wall with Opening>6'8"(Design Concepts)�. ......��p.. Maximum Building Dimension, L Zf I - I I SNominal Height of Tallest O enin z yv,5► n heathing Type.....,......_................................(note 4).............. ............_.................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ '3 in. Field Nail Spacing..........................................(Table 11 , Shear Connection(no.of 16d co mon nails)(Table 11).............................................+.� Percent Full-Height Sheathing.�I: p �.-(Table 11)....................................... / i."..�o t 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)!....... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................... ...........:__...,.... - 5.1 ROOFS Roof framing member spans checked? ...................... (For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang _....:.............................. ..... .......:.. (Figure 19).........L 2 ft-smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls I Proprietary Connectors Uplift....................... .......:..:........-..--.(Table 12)....,..........................."...........U=� L� QE Lateral.................... ..............(Table 12)......................................_.....L= 1 Shear....... ......................... ..... . . (Table 12)............................................ S= se er page 21..... (Table 13)..............................T= Ridge Strap Connections, if(��jr Dtie not - Gable Rake Outlooker....................................:.... (Figure 20)............(�J ft<-smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...................................."...........(Table 14)..................... ..._.................U= lb. Lateral (no. of 16d common nails)...(Table 14)......._......... ....................L lb. Roof Sheathing Type............................................:......(per 780 CMR Chapters 58 ano 59).................. Roof Sheathing Thickness................ ................ ...................... 7 in. u 7/1 "WSP Roof Sheathing Fastening ......................................... ..(Table 2)....... ..s .............(......�p..�t..a.�G .. Notes: 0/" . f 1. This checklist must be met in its entirety, excluding the specific exception noted in 2, to comply wittfthe rbquirements 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 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathiNoF MA ti requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grad =� MIGHELE Gs� CUDILO STRLNo 34774 L m 9FG 90 Isl�FSS10NA��� W51 f DCVE i j • o,INT � i f Yml N I I ►, i I NmA 1A ED IhTE DJ111t3 C� I I i I 00— � �� : I mite• 3' ��µ. I I � $DGs� V�I SP lv --- - ... --- --- n. )USP ATTACHMENT 4oT 7o gcAL,E 0 Top 'eirr. Ab JA0;t I Z. �mc'AMBMT NOTES: Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shaU be installed with strength axis parallel to studs. ii. AU horizontal joints'shall occur over and be nailed to forming. iii. On single story construction,.panels shall be attached to bottom plates and top memberpf the double top plate. iv. On two story construction,upper panels shall be attached to the top member of tiie 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 doubie top plates,band joists, and girders shag be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 2 of WooD STAUC�UR{�cL PA►S�L (WrcP� - 5t41`.A?�INCy cn --I 0, i 70 -r GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf. for a medium sand/gravel composition. Other soils encountered. contact the I.-,ngineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi, 3/4"aggregate,designed per,American Concrete Institute Code,latest issue maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12" long, NO 2-1/2"hook spaced per,Code Checklist.or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING I.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage 20 psi' Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used toil 10 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50:shop paint with rust inhibitive paint. fhru-Bolts: ASTM A307. 1/2"diameter.punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns: shop weld bearing plates to beams;use E70xx electrodes. Alternativelv,field weld by certified welders. c. Deflection Criteria: L:/360 total load deflection 4. l'imber.Franti a. All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi. E 1.300,000 psi.,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi, E=1,600,000 psi,or better. c. Laminated Veneer Lumber: All L.V.L.shall be 1.9E L;V.L.with Fb=2925 psi.E=1.900 ksi„Fv.=285 psi.Fc__per=750 psi. Fc_par=3035 psi. Parallam(PSLI:All PSI.,shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi, Fc_per-750 psi, Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably. I. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series;or Simpson Straps over top of plywood,spaced 16"o/c;' Rafter to Ridge Plate: Collar ties min. I x6,a; 16"0/c at top or Simpson Straps over top of plywood spaced 16`'o/c b. Rafter ends to top plate: Simpson 112.5A c. Band Joist: Simpson straps at 4'o/c' CS-14R-48".centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,"or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: _ a. Blocking shall be solid blocking,2x minimum;and full depth,of member. b. Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to he blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side a Blocking Between Studs 2-I0d toenails ea.end,.or 2-16d end-nails ea End d. New Framing: Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c m joist and rafter plane at all edges;attach plywood edges to this blocking " 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q.unless noted herein specifically. Multiple Studs 16d,ii� 12" staggered a.All nails shall be common wire nails. b. Sub-bore where:nails tend to split wood. 9. Headers less than T-0".use 2-2x6:all others per MA State Building Code. ; 'Ww'.wwl.r•W: CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD FIGURE 1 NARROW WAIL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation ----------- Extent of header(two braced wall segments) --------- •------- Top plate continuity is i ----- Extent of header(one braced wall segment) ----.--- f'required per R602.3.2 Sheathing filler '-Mut T x11 114'net header . . f needed 2'to 18'(finished width) �•• i; !;. 16d sinker nails 4: ;'r '�Fasten sheathing to header with 8d common ' ' (0.148"x 3-1/4") nails(0.131"x 2-1/2")in 3"grid pattern as shown i l I l n 2 rows @ and 3"o.c.in all framing(studs and sills)typ' 3"o.c.' 1,000 lb. heoder-to-jack-stud strap - c I 1 p•I 1^' ,000 lb. heoder- ��• •I on both sides of opening ^h to-jack-stud strap Max. ;I (install on backside as shown on I ; ;• on both sides Side Elevation,Ref.No.LSTA24) of opening(Ref. height Min.(2)2x4 typ. No. LSTA24) 10' ^M ' "-If panel splice is needed it sholl Braced wall « .. I•,% •) segment per I «« �• occur within 24'of mid-height. „ «« 3/8"min. R602.10 5 :j Blockingis not required. $ thickness wood structural panel Min.width based on 6:1 No.of sheathing height-to-width ratio: For jack studs ^^ "y " g example:16"min.for 8'height, per table '• 20"for 10 height,etc. R502.5(182) 1 4 «• «. Min. 2"x2"x3/16"plate washer !I «• Anchor bolt per R403.1.6 Typ. — Foundation per code Not to scale Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails. \ute' This narrow wall hracing segment meets me nu::uuum regmr mew; for wall i,r.,cing FIGURE 2 trei.Kutg luaLi, ui the pinur a me 1-hr. i+uiluing de<igner should deiernr.ne w1wi sp,e EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) ctGc rri.,tls iry ne,es,en ion pnwide.., .nmplr.!e 1„ed I,aiii inr umg ihi.Lora+cu;g in the<tnraurr _ � At corners,connect the --. —__ l bd nail at 12"o.c. two walls together as I' .' outlined in this detail to i provide overturning ! -- Orientation of stud may vary restraint. /' i; Gypsum,when required, installed in accordance i - with IRC Chapter 7 - Wood structural panel 6 I 2¢I\X/ I z ��ie` tt► 14/6J C 0"Cle, 4A�L r pX - 1 • ID W WAU— It o T4k cok FTZ# + ''/ Q ��P�SNOFMgssq ' MICHELE cy� o CUD ILO STRUCTURAL o 34774 c tUs� _. 9o�F`c�ISTS AL MACNEIL GARAGE/SHOP MICHELE CUDILO, P.U. Consulting Structural Engineer Centerville, Massachusetts 02632-1979 (508)771-7601 36 MENEMSHA LN. Drawn MC`By: Date: 07/2/14 Drawing Scale. ��S NOTED Rev. 0 CENTERVILLE, MA SK- File Name: MACNEIL Project No.2014-114 011 OF MASS4 ,k 4 /1'. � f MGUG `IE FSSIONNX- Mf � SC �N •� e to TvkK, 34fen N Y y d 102.35' E x x_x�x ; 70.2 69. x 68.1 9 +69.4 x - - + I +6 5 6" OAK s +69. + x +6(L6 12" OAK +69.7 x +69 x +66A�O 10" CHERRY I o + % .� p/ 12". +6 +69.5'0 I MAP + SPRUCES x x x t-694.fL9\ o g + ml O 8 c� 9.9t l BENCH MARK m x c2¢o CORNER OF Z I +x .0 I j� \\'�0 BULK HEAD m x t 0.7 EL. = 70.7 I GARAGE +69.99 WIRE FENCE Ic� 2 x-X-)( 9.5 69A EXIST. DWELL. x b % 69.8 I / ! T.FNDN. = 70.7 692 0.1 69.7 / O / o h / W LOT 30 21,319t SO. FT. 4-666_ r b 100.00, 35.03' MENE�/Cr AT +67P 67b 16U 44Np 67.9 ' 1 i a 04- 181 j f cp Lz)PA - �� �8 i t f I 0 ._ ------------- i ti I Z r j 3 `f f j k .,ja fi� � : ,_ �; 1 ..� f * r� _ ,�'�:. ^-•man ��- `� `�•�`'�: t �' �.. YE� ram. q �# �� ' � � ��' �''/// 4 ..M " �`+� � - .,,,,a-®s„��.P -urrae-�,a.,---,..,�zz.w�a.--..�e.:..,..,..�-»ac.a.a,N..-.o,=...,.�.--+.«.,.�a...._. ....�.x..t..,.a-...«-.b...z...,....�.�.,,_�n,.,..R......-�.4,.rv.�...�<..�,........>....... .. � . � t€ a l ,— — � _w _ -� .�- __max_ � _, _' i e� �.��+ c�IL �Xl TOWIN OF E R%1'STAp.t C 2014 1011I 30 06 A! 0: 4 6 !b"1 t, Get �t� i� � If DIVI51 j M 5� P5�c12�SA -►-►- Ste. `d � --�, 01 �s-5�D Ito' AVI, �` -15 I�°:�i5.5E Tir1 T" 2 ��► 2�4 @ i b al W/lib 4 3 Ole- Me- . le Ole- F7MLD s O A, J u I o `i 4IL cok FT4 1 � OF Mgssq�y o MICHELE n - CUDILO a o STRUCTURAL AV* h!o 34774 ff �' r / � �C 5k- -t-1 G9De �US - ... ° S/ONAL�Ga MACNEIL GARAGE/SHOP MICHELE CUDILO, P.E. Consulting Structural En ineer Centerville, Massachusetts 02632-1979 508 771-7601 ' Drawn By: MC Date: 07/2/14 36 MENEMSHA LN. Drawing Scale:� 'T'"�S NOTED Rev. 0 t b CENTERVILLE, MA I 2b t S K— 2 File Name: MACNEIL Project No.2014-114 T / � Off MA 774No is,E�,c�� ,�' �atdati 0) i IDr i qkA/x 8 cam. I GX� < 4 �i, tiG G - � GUG��aAL m , o SS�o 3q 174 '° 9FGISZ�P Cam � 9GFFSsl %M-� r jlit - ----T 1 I � I } I l ' � t u0 L _ j- CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Falmouth Road,Rte.28 SST' Emergency Number: Centerville,MA 02632-3117 9-1-1 Business:508-790-2375 John M.Farrington Facsimile:508-790-2385 Chief of Department 1926 "Commitment to Our Community" February 4, 2004 J Town of Barnstable Building Commissioner Tom Perry 200 Main.Street Hyannis, MA 02601 p J Dear Tom, ^A I am writing concerning the house fire we had at 36 Menemsha Lane, Centerville, on February 3, 2004 at 2025 hrs. On February 4, 2004, I met with Building Inspector Jack Fitzgerald and FPO Martin MacNeely at the home with the owners. It appears that the cause of the fire was improper installation of the fireplace and combustibles igniting, spreading to the wall and up to the attic. The house was built back in the early 1970's, as were many in this neighborhood. I don't know if your office could research old permits on who built the chimneys in this area, for your office might need to check adjacent homes for the same problem that Jack and I saw. Any help would be greatly appreciated to possibly prevent further fires. Thank you. Sincerely, ulvl,w� Farrington Chief COMM Fire-Rescue i e Town of Barnstable w sAMSTABLF. Regulatory Services '°lFo��rA Thomas F. Geiler,Director Building Division Tom Perry Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 On Wed. Feb. 4/04 myself,Chief Farrington,and Fire Inspector Mcneely of COMM. Fire District, visited 36 Menemsha Ln. the site of a fireplace fire on the evening of 02/03/04. Upon inspection of the fireplace it was agreed that the fireplace was built incorrectly. There were several large holes behind the mantle directly into the firebox. Also the lintel at the smoke chamber appears to be installed improperly. Jack Fitz erald - l i r .ir. �.• �a r� �c- �p. �� ��, ��+� era ,} • � i � V •� i ,f� � �' _ 1 F,.. !s. T�t• "• . ,�+a 1. .' f '�:r -. _r � a .41 L re °'a► i :.HA LANE CE NTE RVI LLEE d' to � ` » ! ° < •+ h ' .. .r4 r Arl- 11 !! f + + 1*0 14 r +�- _ - '• W 1 4+ r r 4 am?�- -, i - 1 _ •} � •��< - r �� ,��Al r I a a e� y 4. :eye �y14 .' �`�•ai ��� :'rt'.� V+�- � � .. - h.:.,-fie FRIEDLINE& CARTER ADJUSTMENT, INC. 436 Main Street, P. O. Box 338 Hyannis, Massachusetts 02601 Tel. (508) 771-3232 FAX (508) 790-2344 TO: ( Building Commissioner or Inspector of Buildings O Board of Health or Board of Selectmen O Fire Department TOWN OF HYANNIS TOWN HALL HYANNIS, MA RE: Insured: MACNEIL, Brian/CORNELL,Jill Property Address: 36 Menemsha Lane Centerville, MA Policy Number: H09800231 Type of Loss: Fire Date of Loss: 2/3/2004 File#: 98971 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed$1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number. On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail. R. M. NEGUS Adjuster 4/20/2004 yo�THE Tp�I TOWN OF BARNSTABLE Z BAHBST ASL ADLE. i Mb 9 BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... ......... .:.:. . ....-"'4M ..............................1.... .......... ............ . .. � ,t! G TYPE OF CONSTRUCTION s _ t C ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .. ...Q... 30 7...........�........1 .............. ......�........ .......... - -....... ................................. ProposedUse ...... 17..v.. . ...... .................... . ....................... Zoning District :/"� .......... .................................................Fire District .. .. .. l"�Name of Owner ...4!.... Address 7 G Nameof Builder ....................................................................Address .................................................................................... Name of Architect ........Address .......:...................................................................... .. .......................................................... Number of Rooms ....... .-?-r..................................................Foundation Exterior ..... A.Z. .d.y 746............Roofin9 R ....................... .. Floors .....!'�..............................................................Interior ... -... .........._......,................................ Heating .. ................ .. ...................................Plumbing ...... . ................. Fireplace ....... ..........................................................................Approximate Cost .......A..f�. .r�.� 1 713 s. Difinitive Plan Approved by Planning Board --------------------------------19--------. Diagram of Lot and Building with Dimensions � O \U) Q d 7 Ld ul m Ci O d z. q � i2� 1, 0U) zM 0 � b� 0Jm� O0 )� 1 � N WQr) 0Ld UjLd r a � � o0 Q � cn n- I� E N 6 MS 41 ►4-PJ 6 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Dacey, William E. Jr. DEC 3 1 1971 No .... 393Q:. Permit for .......one... ..oVY......... sin le f amil dwel ' .................Y...........�.i�g... .. .............. Location ......i+?®nem� � .. azz .............. . 12 .....................P.Q)?texvillp................ .................. i Owner ........William. . ..E....Dacey.,...Jr......... .... .... . ......... ... ........... . .... . . Type of Construction .frame ........... ....................... V, Plot ............................ Lot ............���.... June 7 � \ Permit Granted .................7....................19 1 t Date of Inspection ....................................19 �\ Date Completed ....... t PERMIT REFUSED F�................................................................ 19 I a ............................................................................... ............................................................................... ......................................................................... I 1 Approved ................................................ 19 ............................................................................... 1 i 0 41 I � " ZONING SUMMARY ZONING DISTRICT: RC DISTRICT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 100' MIN. FRONT SETBACK 20' MIN. SIDE SETBACK 10' MIN. REAR SETBACK 10' .102.35) x x �X oX� 70.2 o 4.0' 1I 5PROP. DRIVEWAY / o CS I / PROP. BARN x / ——— (NO BASEMENT) O 13.4' I- I 69.7 x EXISTING SEPTIC SYSTEM o (NOTE: NOT DESIGNED FOR o I / VEHICLE LOADING) X. cn / o x / / D o I / LO LO BENCH MARK m x �c G CORNER OF 0 m __ BULK HEAD GARAGE x WIRE FENCE / - X XX_ I EXIST. DWELL. x . , I LOT 30 o / 21,319f SQ., FT. 100.00, 35.03' SHA LAND' ' 68.8 Scale: 1"= 20' 0 10 20 30 40 50 #FEET ycVA OF4fq "SITE PLAN go DANIEL N OF { A OJALA N 36 MENEMSHA LANE No.40980 , off 508-362-4541 SOP �� CENTERVILLE fax 508-362-9880 ! FS S N downcape.com © q��SURVEy�� down cope engineering, //JC. . PREPARED FOR civil engineers BRIAN MaeNEIL land surveyors 939 Main Street ( Rte 6A) l DUNE 27, 2014 - YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. I � � I 1 , , !� .. ' �. - 1 ' 1 li I � ''.1 '��� t.., , i i I , ':r . 1 '..y � , . ,j:: ,1•'- :'r I1 '1 i..l .I, :i , . . MOON PENNY r I NI x I � _ � - I _ _ \• i a �i it kk � F LOCUS t5 0 tS MENEMSFu► 1 I I - LOCATION MAP NTS . ASSESSORS MAP 191 PARCEL 99 t NOI SIAIQ �\ 102,35.3 X r , 70.2 + 9 +69.4 x ` I 6" OAK + +68.6 i 1 12' O +69.7 eOW TM� +69 / +68b iO 10" CHERRY xI + F 1; 12" +6 x ( .,k MAP +69s to I / + SPRUCES O x X \ .. 1 ' ".ti I / If ,,1 ,,.vt 1. ,.y. t ".i I is '•' - ;ri ^ I 7A it i !7 "t .ua y" Ai 4v'.. ., . +i .} c g � a i e �c 9.9 BENCH MARK m x In # .o ,o ° CORNER OF Z I I �O A7 BULK HEAD m x EL = 70.7 o 1 / GARAGE +0.9 I PARE FENCE X-._X�x i �69.1 EXIST. DWELL x 9s z T.FNDN. = 70.7 692 I SEPTIC, ASINEw T PLAN % I OF 69� 36 MENEMSHA LANE . v / / "��^� Ali W LOT 30 I IN THE TOWN OF: / 21,319t SO. FT. (CENTERVILLE) BARNSTABLE PREPARED FOR: BO RTO LOTTI 10000, CONSTRUCTION/MacNEIL dfEAr _-- 67.9 se.o3' 30 0 30 60 90 [► iA f8 +67A 68 8 $A ZAN 1 SCALE: 1,� = 30' DATE: SEPTEMBER, 2004 off 508-362-4541 ( fox 508 362-9880 I H ,y OF h/SS9 � OF h1gSS9G+ down cope engineering, Inc, � ARNE H cyGN ��° ARNEH. yG� I CIVIL ENGINEERS OJA CNIL 0 No. 30 2 P LAND SURVEYORS of � � � °mess � S� •T NG\ O.SURV��O �! 939 Main st, yarmouth, ma 02675 04 181 ARNE-; . LA, P.E., S. ATE