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0086 SHORT BEACH ROAD
QS�0/77 ri Al rI b a Y F 1 g _ _ _ _ _ _. r• :. M 9 ' is 1 .. .- - w p � .. _ .. �. � .. � r r. .. ry 4., .. ,. .. _ .,,.. c. �, R ,. . ..y - :.. .. .. .', i e. R n. ;' '. { � y _Y�^�'" 7 Town of Barnstable Bullln 4. Post This Card So That rt�s �sible From t%he Street Approved Plans xNlust be:Reta ned�on Job and,this Gard' ME �� �.a, Permit Y. Where a�Certificate of Occu anc. is Requred,;such Bwi dmg shall Not be Occupied untif a Final Inspection'haslbeen made afi� •' .., _,w; .. .,. Permit No. B-19-1775 Applicant Name: RALPH COCHRAN DBA R&R REMODELING Approvals Date Issued: 05/29/2019 Current Use: Structure Permit Type: Building-Smoke Detector-Fire Alarm Dection Expiration Date: 11/29/2019 Foundation: System Map/Lot 206 124 Zoning District: CBDLBSB Sheathing: Location: 86 SHORT BEACH ROAD,CENTERVILLE � Co tractor�Name ':� RALPH COCHRAN DBA R&R Framing: 1 Owner on Record: SHORT BEACH REALTY,LLC REMODELING . 2 Address: P O BOX 639 .. �, Contractor License': ,T25557 SHREWSBURY, MA 01545 j Chimney: s � Est ProeEt Cost: $0.00 Description: FIRE ALARM UPGRADE Ke13 rmit Fee: . $35.00 Insulation: Project Review Req: ' g Fee Paid5 $35.00 Final: 4 Date; 5/29/2019 Plumbing/Gas Rough Plumbing: Final Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized byitf s permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl ation"I the approved construction documents for whiEh"Rhis permit has been granted. i; Final Gas: All construction,alterations and changes of use of any building and structures<shall be in compliance with the local zoning by lb*s and codes. This permit shall be displayed in a location clearly visible from access street oar road and shall be maintained open for public<mspectIo""n for the entire duration of the work until the completion of the same. t k Electrical i � Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials re" on this permit. Minimum of Five Call Inspections Required for All Construction Works Rou h: 1.Foundation or Footing g 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT -------------------- OApplication Number....... . ' .............^......................... * BARNSTA194 • MAS& Permit Fee.......................................Other Fee........................ s6;q. Alm Total Fee Paid................. TOWN OF BARNSTABLE Permit Approval by..... ... .:.....................On..`...!.... / ....... BUILDING PERMIT (� _ Map.......�..........................Parcel. ........... . . ................. APPLICATION S 'S.rT— Section 1 — Owner's Information and Project Location Project Address -,A Village �:�yTBki/rCr� Owners Name_za1 414--44Z- r Owners Legal Address /E2 City F, itl State I*M Zip Owners Cell# Z —22� E-mail 1`d,J 147f—���� �o� Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation, ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description Application Number.................................................... Section 5-Detail Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number a F #Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District ,�� jV Proposed Use Jll'f Lot Area Sq. Ft. 510 9 Total Frontage _Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No T act nnriatP 4- 11 ti vint 2 - ----------- - -- Application Number........................................... Section 9- Construction Supervisor Name � � / Telephone Number,,,-, 'd pep Address1�/Irc�City �i���iNS tate Zip 1015y5 License Number License Type G"e Expiration Date Contractors Email Cell# -7Z_9' _'WnD I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required 7 and the Town f Barnstable.Attach a copy of your license. Signature Date Section 10 Home Improvement Contractor i Name Telephone Number� -761 Z ;,,74,�; p Address City - State Zip Registration Number 4-.1,4� Expiration Date / I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date !-!5� /!f Section 11 -Home Owners License Exemption Home Owners Name: /cgs J t,� /AV Telephone Number 7Z�f Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.- Signature�Q Date S,7,9 APPLICANT SIGNATURE Signature _:� Date— Print Name ✓V Telephone Number E-mail permit to:r-�e�i� �✓ S l� 9 C���► Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required).❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization i i as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Aoy 25�JGN&I t", Print Name Office of Consumer Affairs & Business Regulation,- Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) Consumer Affairs and Business Regulation Home Consumer Rights and Resources Home Improvement Contracting HIC Registration Complaints Registration# 125557 Home Improvement Contractor Registrant RALPH COCHRAN Registration Home Page DBA R&R REMODELING Name RALPH COCHRAN Address 79 TOPSFIELD CIRCLE City, State Zip SHREWSBURY, MA 01545 < Expiration Date 01/30/2019 Complaints Details' No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search ©2012 Commonwealth of Massachusetts. Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. r BUILDING ni;P� FEE 21 7�1 c . TOWN OF bAHN https:Hservices.oca.state.ma us/hic/licdetails.aspx?txtSearchLN=125557 2/21/2018 / 4 A eOara C ow oe' of pr )W Wealth CS�� Con aing Re Je of ss;nassach 8?5, Strtl�j94/a//Orys /censetls NGp anasivre � hn'�sor anaaras . Sy TopSo Co,�y b:�� RFW @v��I� �tf�/ ��r S•Ry p 1/1 ion 02�LX 4 er � a r J S P f v' Town of Barnstable Building Department Services r r MUMSTAB NA LE Brian Florence,CBO AtF� �p1� 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 D `Z Me4 W uy\- , as Owner of the subject property hereby authorize "\ d`Gt,y� to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final i ections are performed and accepted. 6-7 Signature of Owner. Signa e of Applicant Print Name Print Name Date 0:FORM S:OWNERPERMISSIONPOOLS Rev:08/16/17 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invadgagons 600 Washington Street Boston,MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit:Bwlders/Contractors/Electricians/Plnmbers Ayylicant Information Please Print Legibly Name(Business/Organization4ndividual)• Address: =� City/State/Zip: 111d Phone#: Are you an employer?Check the approp ' to 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.WI am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ]Demolition workingfor me in an capacity. employees and have workers' Y � tY• $ 9. ❑Building addition [No workers' comp.insurance Comp•insurance• required.] 5. 0 We are a corporation and its 10.11 Electrical repairs or additions 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 ram)t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors most 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 isprovit ing workers'compensation insurance for my employees. Below is thepolicy andjob site information. Insurance Company Name: Policy#or Self-ins.Lie.#: 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 the DIA for insurance coverage verification. I do hereby certify un a pe of perjury that the infornuttion provided above i-- --7s true and correct ;V-Z:Z S Date: Phone#: Ojjicial 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.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requim 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(0 also states did"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-contractors)name(s),address(es)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLq 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 pennit/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 buns 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 Washi Vwi Street BoAM MA 02111 - Tel.#617-727-49W ext 406 or 1-877-MASSAFE Revised 424-07 Fax#617-727-7749 www:mass.gov/dia Town of Barnstable � z wilding ' Post:This Card SotThat rt is VisibleFrom the Street Approved'Plans Must be Retained on Job andahis Card Must be Kept ' Posted Until Final Inspection Has Been Made ;, ; n:•� � t'y� yam ter " iWhere a Certificate of iOcaupancy`;is Required;'su h Building shy alhNot ba Oc pied;until a F nal�lnspect oyA n hasjbeen made a mi *bsa Permit No. B-18-531 Applicant Name: Ralph D Cochran Approvals Date issued: 03/16/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 09/16/2018 Foundation: Location: 86 SHORT BEACH ROAD,CENTERVILLE Map/Lot: 206-124 Zoning District: CBDLBSB Sheathing: Owner on Record: SHORT BEACH REALTY, LLC Contractor Name:�%RALPH COCHRAN Framing: Address: P O BOX 639 Contractor License:. 125557 2 axe - . SHREWSBURY, MA 01545 :i Est Project Cost: $ 15,000.00 Chimney: Description: 1-remodel kitchen-includes replaceing interior beams 2-remove Permit Fee: $ 126.50 and replace 3 sliding doors 3-add bedroom d rmers(no increased Insulation s�� A�.Q�1 living space) = Fee Paid.3 $ 126.50 C� Date: .+x 3/16/2018 Final: Project Review Req: f Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the°approved construction documents;for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for puµbhc inspection for the entire duration of the work until the completion of.the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provid Service:ed onthis permit. i Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed' Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final' Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �(SY O� tiaApplication Number...l� ' l 4�...... .. .,1.................... > oti �� Permit Fee........................ .........Other Fee.......... .. ........ o� a � �• Total Fee Paid - max TOWNOF BARNSTABLE Permit Approval by...........:..:.:........ .. ....On........................... BUILDING PERMIT TV...a(,o....................Parcel........ ...................... APPLICATION - . Section I — Owner's Information and Project Location Project Address C' Village (� � __((,, p Owners Name,—, `��C�CJ� G'o.� �� L � Owners Legal Address�� �� 6 � S r�C,0�s y U ct City re u) State: P r s. Owners Cell# 7 Zo c� E-mail Section 2—Use of Structare Use Group ❑ Commercial Structure over 35,000 cubic feet ' ❑ _ comlriercial,Structure under 35;000 cubic feet Single/Two F&§ g Section 3 —Type of Permit 7. New Construction ❑ Move/Relocate ❑ Acces��e Change of use ❑ Demo/(entire structure) ElFinish Basement ❑ Family/Amnesty�Ns�� ire Alarm Rebuild ❑ Deck Apartment ® Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar Renovation ', ❑ ,Pool 1 .❑ Insulation Other—Specify Section 4 -Work Description 1 e✓�► en — ��� ��-er�02For,*, e c,"Ce 1pCx)t T.aat=dRind:2192018 Application Number...................... ............................ - i Section 5—Detail Cost of Proposed Construction lS;�a©Q Square Footage of Project Age of Structure Di Safe Number g g #Of Bedrooms Existing Total#Of Bedrooms(proposed),_ 110 MPH Wind Zone Compliance Method ❑ MA Checklist WFCM Checklist Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relo,cate bedroom Water Supply Public t ❑ Private Sewage Disposal ❑ Municipal UVOn Site Historic District ❑ Hyannis Historic District ❑ Old Dings Highway Debris Disposal Facility- -T. c ) &/�!&�-CP I am using a crane ❑ Yes(b No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes No ❑ Section 8—Zoning Information Zoning District `�- Proposed Use Lot Area Sq. Ft. Total Frontage YAPercentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yazd Required Proposed Side Yazd Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last undated:2/9/2019 Application Number........................................... Section 9-.Construction Supervisor Name n/ Telephone Number Address - City, state State J�� Zip., License Number /� ���; License Type CS Expiration Date W/o —-a ;L0 Contractors Email r Cell# �5-0 f�- I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR d the Town of Barnstable.Attach a copy of your license. Signature Date �— Section.10—Home Improvement Contractor Name Telephone Number • ;�7-�6o eP Address city, z � r State^ Zip Registration Number L.?� Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town Barnstable.Attach a copy of your H.LC... Signature - Date ,-2 Z Section 11 —Home Owners License Exemption Home Owners Name: Z2A Telephone Number �?�/-�°/(� d )-0s Cell or Work Number�� 7�� °��� (0 I understand my responsibilities under the rules and regulations for Licensed Construction S �in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction ins ���. ``ices,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Zo Si ���� �. gnature APPLICANT SIGNXTURE Signature Date —Print Name, .� ��-�, Telephone Number s E-mail permit to: �-'� �,,,�, ,✓�p . C D•� T....f.....i..a-.i.•1/A PIA 0 i Section 12—Department Sign-Offs Health Department © Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval - Section 13—Owner's Authorization I, , as Owner of the-subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for: (Address of j ob) . .. Signature of Owner date Print Name Lest lmdated:2/9/2018 Office of Consumer Affairs & Business Regulation- Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) . Consumer Affairs and Business Regulation R it ym. Home Consumer Rights and Resources Home Improvement Contracting HIC Registration Complaints Registration# 125557 Home Improvement Contractor RALPH COCHRAN Registration Home Page Registrant DBA R&R REMODELING Name RALPH COCHRAN Address 79 TOPSFIELD CIRCLE City, State Zip SHREWSBURY, MA 01545 Expiration Date 01/30/2019 Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund history.' Back To Search ©2012 Commonwealth of Massachusetts. Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. �UIL®1�f� OPP°� FEB 212�1 TOWN OF bAHN l ' r https:Hservices.oca.state.ma.us/hic/licdetails.aspx?txtSearchLN=125557 2/21/2018 Coo m O 3°arq iL"sjo nti Qa/ C , ofeW/ainf Proles fMaSsios oc Cons`rhN I aronslaiCenSett \� Sp nq s1 e rL,/,s angargs 0 URY4A CIF 1/�0j?0 Cow ��ssio ner 4 e i' oFtHF ram, Town of Barnstable Building Department Services v MASS. * Brian Florence,CBO �Ap i639. A Building Commissioner FD MA'S 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �� V I \� �z ��✓� W��� , as Owner of the subject property hereby authorize t c-<— to act on my behalf, in all matters relative to work authorized by this building permit application for: ck (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 i ections are performed and accepted. Signature of Owner Signa e of Applicant Print Name Print Name Date Q:FORM S:OWNERPERM]SS ION POOLS Rev:08/16/17 The Commonwealth.of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street . Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Ralph Cochran . .,. . : . . Address: 79 Topsfield CR City/State/Zip: Shrewsbury, MA 01545 : Phone #: 508-769-2600 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: 1 am a sole proprietor or partner-: . listed on.the attached sheet. 7. Remodeling ship and have no employees These sub=contractors have g. Demolition working for in an capacity. employees and have workers' . g. Y p tY 9. Building addition :[No workers' comp. insurance comp. insurance., - required:] 5.. -We are a corporation and its 10. Electrical repairs or additions 3. 1 am a homeowner doing All work officers have exercised their I I.. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL . 12. Roof repairs insurance required.] t P. 152, §l(4),,and we have.no employees. [No Workers'. 13. ' Other comp. insurance required:] *Any applicant that checks boz#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 anew 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,imprisonmenti as well as civil penalties in the form of.a STOP WORK ORDER and a fine of up to$250.00 a day against the violator:'Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage Verification. I ado hereby certify under the pains'and Pena 'es of perjury that the information provided above is,true and correct Simature: Date:2/20/2018. Phone#: 508=7 9-2600 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing:Authority,(circle:one): 1.Board of Health-2..Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: f III ROOF FRAMING ` r `yh ly�J RIDGE OF MAIN ROOF yf RIDGE OF MAIN ROOF { DOUBLE 'h HEADER VALLEY RAFTER '' FRAMING FOR 5..?- ..;; .-�• -` '$ GABLE DORMER :h} `. DOUBLE RAFTER VALLEY DOUBLE f RAFTER FRAMING'FOR .. HEADER GABLE DORMER r h+ t I �;iA1 r DOUBLE HEADER DOUBLE ,3d RAFTER 'Y2�1 13-5 The ridge of this gable roof dormer extends to the ridge of the main roof. ' f, 13-6 The ridge of this gable roof dormer extends..to a F� t double header located below the ridge of the main roof. ,a Gable Dormers = Gable dormers are smaller than shed dormers and not cut. If the dormer ridge does not extend to the . -usually are designed to contain one window, although ridge of the main roof, a double header must be in- { more could be used, if the main house roof has suffi- stalled. ' cient rise to accept the higher dormer roof needed b A typical framing plan for the header, valley rafter, p g Y tYP gP � Y , the wider dormer. The dormer roof is built'as `de- and common rafter is shown in 13-7. Notice that an scribed in Chapter 11 for gable roofs. It has a ridge allowance must be made for the double side rafters ] which may run to the ridge of the main roof(see 13-5) when shortening the valley rafter. Usually a double or fall below the ridge (see 13-6). Notice that the top plate is used on the front wall, because it must be Y gable dormer roof has a ridgeboard and common val- framed for a window. The side walls generally have a ley jack, and valley rafters. Often the bird's-mouth is single top plate. 204 '. FRAMING DORMERS •J 4% 0. SHORTENING ALLOWANCE IS HALF OF THE 45•THICKNESS DOUBLE / OF THE INSIDE HEADER MEMBER RAFTER DOUBLE RAFTER DOUBLE HEADER ' ,Y cF. DORMER VALLEY RAFTERS 1 SHORTEN ENTIRE 45• INS DE RAFTER CKNESS OF. DORMER RAFTERS �i. SHORTENING ALLOWANCE IS HALF OF THE 45• THICKNESS OF OUTSIDE RAFTER L4JRIDGE OF MAIN 13-7 Framing details for the ridge and valley rafters for a gable ROOF DOUBLE or hip roof dormer. HEADER Hip Dormers = Hip dormers are framed as just described for gable dormers, except that the end of the roof has a hipped " surface on the same slope as the hipped surface of the _ main roof(see 13-8). Details for laying out the hip Kr, rafters are in Chapter 12. VALLEY RAFTER FRAMING FOR HIP ROOF 't> i •r. DORMER DOUBLE S' HEADER DOUBLE { RAFTER �'•.s 13-8 Framing details for a typical hip roof dormer. 205 -sEt: COMPANY PROJECT ® MVA Engineering Company,, Ernenwein Residence wood KS Shrewsbury, Main Street 86 Short Beach Road �7 Shrewsbury,MA Centerville,MA SOnWARE FOR'WOOD DEMGv Ph.508-845-7800 Ridge Beam 1.wwb Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or pif) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? RoofL Dead Full Area 15.00(13.00)* No RoofL Snow Full Area 30.00(13.00)* No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS (in) : 0' 14'-6° Dead 1496 1496 Live 2828 2828 Total 4324 4324 Bearing: LC number 2 2 Length 1.6 1.6 ' LVL n-ply, 2.OE, 2500Fb, 1-314x11-114", 2-Plys Self Weight of 11.35 pif automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(Ibs,Ibs-ft,or in) Criterion Analysis Value Desi n Value Anal sis/Desi n Shear fv = 143 Fv' = 328 fv/Fv' = 0.44 Bending(+) fb = 2547 Fb' = 2901 fb/Fb' = 0.88 Live Defl'n 0.47 = L/372 0.48 = L/360 0.97 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2500 1.15 - 1.00 1.000 1.01 - 1.00 1.00 - - 2 Fv' 285 1.15 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 2 Bending(+) : LC# 2 = D+S, M = 15673 lbs-ft Shear LC# 2 = D+S, V = 4324, V design = 3764 lbs Deflection: LC# 2 = D+S EI= 415.28e06 lb-in2/ply i (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis.output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys. ., 41 OF A, MICHAEL 't� c� oR u �r' �v TONAL COMPANY PROJECT ® MVA Engineering Company Ernenwein Residence WoodWorks Shr C Main Street Short Beach Road Shrewsbury,MA Centerville,MA SOFTWARE FOR WOOD DFSICN Ph.508-845-7800 Floor Beam 1.wwb Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? F1ooL Dead Full Area 15.00(13.00)* No F1ooL Live Full Area 30.00(13.00)* No Partn Dead Full UDL 80.0 No *Tributary Width (ft) MAXIMUM REACTIONS.(Ibs) and BEARING LENGTHS(in) : 0' 13'-6" Dead 1953 1953 Live 2632 2632 Total 4586 4586 Bearing: LC number 2 2 Length 1.2 1.2 LVL n-ply, 1.8E, 2400Fb, 1-3/4x9-1/2", 3-Plys Self Weight of 14.37 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(Ibs,Ibs-ft,or in) Criterion Analysis Value Design Value Anal sis/Desi n Shear fv = 122 Fv' = 285 fv/Fv' = 0.43 Bending(+) fb = 2352 Fb' = 2477 fb/Fb' = 0.95 Live Defl'n 0.43 = L/375 0.45 = L/360 0.96 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ . 2400 1.00 - 1.00 1.000 1.03 - 1.00 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 1.8 million - 1.00 - - - - 1.00 - - 2 Bending(+) : LC# 2 = D+L, M = 15477 lbs-ft Shear LC# 2 = D+L, V = 4586, V design = 4048 lbs Deflection: LC# 2 = D+L EI= 225.06e06 lb-in2/ply (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4.BUILT-UP SCL-BEAMS:.contact manufacturer for connection details when loads are not applied equally to all plys. OF A'b4s�cy o? MI L D I E 7 'p S FSS10NA1 EN� 'MV-AL SHEET 1 OF ZING JOB NO.Z-Mwal WC-I m comp _ DATE A k v-►t 23 ,2 �j5 ® Ar. Ark X` 1G-C I / q. K 3 x 3 X J� T V��- �A L r,�aV�/ J N OF* 02� I L G D O 0- SS�ONAI.E�� 633 Main Street,Shrewsbury, MA 01545 P.O. Box 1975, North Eastham,MA 02651 I 508-845-7800 tel 508-864-7100 cell mva_eng@townisp.com COMPANY PROJECT MVA Engineering Company Ernenwein Residence �.0 ork 633 Main Street 86 Short Beach Road 1 iii���J Shrewsbury,MA Centerville,MA SOFTWARE FOR W60D&F[CN Ph.508-845-7800 Door Header 1.wwb Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or plf) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? F1ooL Dead Full Area 15.00 (6.50)* No F1ooL Live Full Area 30.00 (6.50)* No RoofL Dead Full Area 15.00(13.00)* No RoofL Snow Full Area 35.00(13.00)* No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS(in) : Ll 0. 12'-6" Dead 1899 1899 Live 3047 3047 Total 4946 4946 Bearing: LC number 3 3 Length 1.9 1.9 LVL n-ply, 1.8E,2200Fb, 1-3/4x11-1/4",2-Plys Self Weight of 11.35 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(Ibs,Ibs-ft,or in) Criterion Anal sis Value Design Value Analysis/Design Shear fv = 160 Fv' = 328 fv/Fv' = 0.49 Bending(+) fb = 2512 Fb' = 2553 fb/Fb' = 0.98 Live Defl'n 0.36 = L/418 0.42 = L/360 0.86 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2200 1.15 - 1.00 1.000 1.01 - 1.00 1.00 - - 3 FV' 285 1.15 - 1.00 - - - - 1.00 - 1.00 3 Fcp' 750 - - 1.00 - - - - 1.00 - - -- E! 1.8 million - 1.00 - - - - 1.00 - - 3 Bending(+) : LC# 3 = D+.75(L+S), M = 15456 lbs-ft Shear LC# 3 = D+.75(L+S), V = 4946, V design = 4204 lbs Deflection: LC# 3 = D+.75(L+S) EI= 373.75e06 lb-in2/ply (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys. tN OF N* O o� MICHAEL 9yG VI . 2 ,cFs /STE S N /0 E N � WALLS WITH BA ASPECT RATIO USED WITH CONTINUOUS WOOD STRUC °QkSHEATHING HAE G OUTSIDE ELEVATION 8 S�>� �� w SIDE ELEVATION' Extent of header(two;braced wall segment 9 s Extent of header (one braced wall segment ° ONACE� d Min. 1 000 lb Braced wall segment tension strap.(a) wall per IRC Table R602.10.4 Strap shall be height(, centered at - bottom of = header: 2'-t 18' (finished opening width) 16d r nails (0.148 12' Fasten sheathing to header with 8d common x$=1/4") in :Max. : : g nails(0 131" x 2=1/2p) in 3" grid pattern as show. ;,, 0 2"rows and 3 Mc. in all framing..(studs and sills)typ. otalA .� @3 oc wall Header hall be fastened to the king stud t . �y. height1 5 with 6-16d`sinker nails (0.148" x 3-1/4") Wood struc- a o tural panel Mrn mum 1,000 Ib strap shall be :.- must be centered at bottom of header'and:installed X on backside as shown on side elevation(a): rnax. o 48 from top of height m For a panel splice (if needed), a wall to botto panel edges shall be blocked an d \ of wall, or �occur;within middle 24"of<wall height: a y from top of r wall to Wood structural panel strength axis _ t per splice area Min: number of studs shown(a) ' Min. length based on 6:1 aspect ratio. 7/16" min. For example:16" min. for 8' height. thickness wood a structural panel k � ilk`t t i! .s Anchor bolt per IRC Table R403.1.6 typ sheathing No. of jack studs per Min: 2"x2"x3/16" plate washer IRC Table R502.5(1&2) Note: (a) See Table 1 . Not to scale OVER CONCRETE OR MASONRY BLOCK FOUNDATION A-SERIES A.r�dWINDOWS-DOORS ersen® CUSTOM SIZES&SPECIFICATIONS Stoj*S IND DOORS WhTN r0 0M, Custom Sizes&Specifications Frenchwood°Gliding Patio Doors Available in 1/8"(3)increments between minimum and F30" 50 3/G" 55 1/a" to (726) to(1280), (1403) (2419) maximum widths and heights.Some restrictions apply, CUSTOM WIDTHS CUSTOM WIDTHS contact your Andersen supplier. r alar,�:�5?st:iVh15":i�3GA �r-,.mr. mfxaene:_uw „rvc sramre�e+anc�.ar� �rd�a�m:ama�wa �iii3 N as NWnd.tAfa3t• i hn NilY fYlA4ll I[1 CN fFN v L7 y2N3r?c Ot '. 8 SaiNHug O S 0 Mw:gp, f aw:sm ;u o g pil o Do $91N. 7 o!saaR 109" to 141" 109" to 189" (2769) (3581) (2769) (4801) CUSTOM WIDTHS CUSTOM WIDTHS �fi -AcsW "f � "Ge&T.f�ifi?'x2n: � ai"J:aeiat�i is'4iN'R'f..1M11Ffi IYVM 4F4agt$ N StihiFWlat;:f2dii A`i.`�4Y.R:HWNSfl&Yii M. -IV x7&Wb7ulaiSfna.'u'V?9 xAVSi"ik Gl taF Eri+ ` r tD n >» •gfrtii uT aM rn�. m -♦ � rn� 'C7 ama � i o o ayr" 00 mP- Mini M R.O. g.ight inge Panel Gilding Urlobstr.Glass Single Stationary Gilding idth-transom width +3/4"(19) width-transom width- 11.22"(285) dF =transom height+ 1/2"(13) Height-transom height- 16.06"(408) M- Tyro Panel Gilding Two Panel Gliding width-transom width+3/4"(19) width-transom width- 17.00"(432) Haight-transom height+ 1/2"(13) Height-transom height- 16.06"(408) Three Panel Gliding Three Panel Gliding width-transom width+ 1"(25) width-'transom width-22.78"(579) Haight-transom height+ 1/2"(13) Height-transom height- 16.06"(408) Four Panel Gilding four Panel Gilding width-transom width+ 1"(25) width-transom width- 11.22"(285) Height-transom height+ 1/2"(13) Height=transom height- 16.06"(408) 2014 Coastal Product Guide Page 3 of 3 4 CI Job Name Emenwein Residence Portal Frame Address 86 Short Beach Road City Barnstable, MA .Beam Span 10.00 Column Height 9.00 O(, 1 � �C�,4? ?�l� Horizontal Load 5.500 Wind load resisted by or a 'tat frame+ Horiz Reaction Left 2.750 Horiz Reaction Rt 2.750 ` Left Reaction -4.95 Moment 24.75 Ft-K Right Reaction 4.05 Steel Fy 50.00 DOW Limit 120.00 Sx Required 9.90 Ix Minimum 44.24 W8X15 <--_ Use for columns Sx Furnished= 11.8 Ix Furnished= 48 W10X12 .: Sx Furnished= 10.90 Ix Furnished = ..-53.80 W12X19 Sx Furnished= 21.30 Ix Furnished= 130:00 N OF 44, W6X25 <---Use for beam MICHAE 9p�� Sx Furnished= 16.70 v E Ix Furnished= 53.40 s q SS/0 LEN�'��� �. r I SHEET OF. M VA I JOB F-M E I�!`e-1 IN DATE �5 0 Z k VI 4 , tA -J Ul Po X s w001 11 'A f , Q I (L 633 Main Street, Shrewsbury, MA 01545 Ph 508-845-7800 Fx 508-845-780.5 21 COMPANY PROJECT MVA Engineering Company Ernenwein Residence o Wood r kJ® 633 Main Street 86 Short Beach Road Shrewsbury,MA Centerville,MA SOflWABE FOAWOOb DESfGA+ Ph.508-845-7800 Door Header 1.wwb Design Check Calculation Sheet Sizer 2064 LOADS: (Ibs,psf,or pif) ' Load Type Distribution Magnitude Location (ft] Pattern Start ' End Start End Load? F1ooL Dead Full Area 15.00 (6.50)* No F1ooL Live Full Area 30.00 (6.50)* No RoofL Dead Full Area 15.00(13.00)* No RoofL Snow Full Area 35.00(13.00)* No *Tributary Width (ft) MAXIMUM REACTIONS.(Ibs.)and BEARING LENGTHS(in) : 0' 12'-6" Dead 1899 1899 Live 3047 3047 Total 4946 4946 Bearing: LC number 3 3 Length 1.9 1.9 LVL n-ply,1.8E, 2200Fb, 1-314x11-1/4",2-Plys Self Weight of 11.35 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(lbs,lbs-ft,or in) Criterion Analysis Value Design ValteAnalysis/Desi n Shear fv = 160 Fv' = 328v/Fv' = 0.49Bending(+) fb = 2512 Fb' = 2553b/Fb' = 0.98Live Defl'n 0.36 = L/418 0.42 = L/3 .0.86 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci On LC# Fb'+ 2200 1.15 - 1.00 ;1,:Ooo. .1.01 - 1.00 1.00 - - 3 Fv' 285 1.15 - 1.00 - - 1.00 - 1.00 3 Fcp' 750 - - 1.00 1;.00 - - - E' 1.8 million 1.00 3 Bending(+) : LC# 3 = D+.75(L+S), M.= 15456 lbs-ft Shear LC# 3 = D+.75(L+S), V 4946, V design,.- 4204 lbs Deflection: LC# 3 = D+.75(L+S) EI= 373.75606 lb-in2/ply (D=dead L=1ive S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) . DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.SCL-BEAMS(Structural Composite Lumber):the.attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4,BUILT-UP SCL-BEAMS:contact manufacturer for connecfion.details when loads are not applied equally to all plys. OF o� MICH L .cti v M R N 0 �F �pNAL ENG� COMPANY PROJECT # MVA Engineering Company Ernenwein Residence Wod n o f"k Shrewsbury, Main Street C Short Beach Road Y V V 1 iitii`J Shrewsbury,MA Centerville,MA SOFMAREFOR:W6'(oWILN Ph.508-845-7800 Ridge Beam 1.wwb Design Check Calculation Sheet Sizer 2004 LOADS: t lbs,Psf,or plf) ' Load Type Distribution Magnitude Location ,[ft] Pattern Start End start End Load? RoofL Dead Full Area 15.00(13.00)* No RoofL Snow Full Area 30.00(13.00)* No *Tributary Width (ft) MAXIMUM REACTIONS (lbs)and BEARING LENGTHS(in) : 0' 14'-6" Dead 1496 1496 Live 2828 2828 Total 4324 4324 Bearing: LC number 2 2 Length 1.6 1.6 LVL n-ply, 2.OE, 250OFb, 1-3/4x11-1/4", 2-Plys Self Weight of 11.35 plf,automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC; SECTION vs. DESIGN CODE NUS-2001:(lbs,lbs-ft,or in,) Criterion Analysis Value Desi -n ;Value. Analysis/Design Shear fv = 143 Fv' = 328 fv/Fv' = 0.44 Bending(+) fb = 2547 Fb' = Ml fb/Fb' = 0.88 Live Defl'n 0.47 = 'L/372 0.48 = L/360 0.97 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2500 1.15 1.00 1.060 1.01 - 1.00 1.06 - - 2 Ell" 285 1.15 - 1.00 - - - - 1.00 - 1.00 2 FcP' 750 - - 1:00 - - - 1.00 - - - E' 2.0 million - 1.00 - - - 1.00 - .2 Bending(+) : LC# 2 = D+S, M 15673 1bS-ft Shear LC# 2 = .D+S, V 4324, V_.design:= 3764 lbs Deflection: LC# 2 = D+S EI 415.28e06`.lb iri27ply (D=dead L=live S=snow W=wind i=impact C-construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for.your application. 2.SCL-BEAMS(Structural Composite Lumber):the attached.SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. . 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4.BUILT-up SCL-BEAMS:contact manufacturer for connection details when.loads are not applied equally to all plys. !H OF ASS Ml A 0 U 8 S/ON ENG\� MVA SHEET ' OF ) NGINEERING JOB NO.SP P-14 WC--11-I company DATE 1 14C�N-T Lt— �m s7. 1 02) 5 77.3 -9 - �y-\N OF ASS E CyG O E N SS�ONAL�N� 633 Main Street,Shrewsbury, MA 01545 1 P.O.Box 1975,North Eastham,MA 02651 ( 508-845-7800 tel 1 508-864-7100 cell mva_eng@townisp.com COMPANY PROJECT MVA Engineering Company Ernenwein Residence WoodWorks ® 633 Main Street 86 Short Beach Road Shrewsbury,MA Centerville,MA sornvnxetoRwogooFsrcv Ph.508-845-7800 Floor Beam 1.wwb Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or pIf Load Type .. Distribution Magnitude Location (ft) Pattern Start End Start End Load? FlooL Dead Full. Area 15.00(13.00)* No FlooL Live Full Area 30.00(13.00)* No Partn Dead Full UDL 80.0 No *Tributary Width (ft) MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : 0' 13.-6„ Dead 1953 1953 .Live 2632 2632 Total 4586 4586 Bearing: LC number 2 2 Length 1.2 1.2 LVL n-ply, 1.8E,2400Fb, 1-3/4x9-1/2", 3-Plys Self Weight of 14.37 pIf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: Ibs,Ibs-ft,or in) criterion Analysis Value Design. Value Anal sis/Desi n Shear fv = 122 Ft•' = 285 fv/Fv' = 0.43 Bending(+) fb = 2352 Fb' = 2477 fb/Fb' = 0.95 Live Defl'n 0.43 = L/375 0.45 = L/360 0.96 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2400 1.00 - 1..00 1.060 1.03 - 1.00 1.00 - - 2 F'v' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - 1.00 - - - E' 1.8 million - 1.00 - - 1.00 - 2 Bending(+) : LC:# 2 = D+L, M = 15477 lbs-ft, Shear LC# 2 = D+L, V = 4586 V design: = 4048 'lbs Deflection: LC# 2 = D+L EZ= 225.0'6e06 lb-in2/ply (D=dead L=live S=snow W=wind S=i:mpact C=construction CLd=concentrated) (All L.C's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4.BUILT-UP SCL-BEAMS:.contact manufacturer for connection details when loads are not applied equally to all plys. N OF yry c MI G �' AU R 9 �� NAL COMPANY PROJECT MVA Engineering Company Ernenwein Residence WoodWorks Shrewsbury, Main Street Short Beach Road Shrewsbury,MA Centerville,MA SOFTWARE FOR WOOD DESIGN Ph.508-845-7800 Door Header 1.wwb Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or pif) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? F1ooL Dead Full Area 15.00 (6.50)* No F1ooL Live Full Area 30.00 (6.50)* No RoofL Dead Full Area 15.00(13.00)* No RoofL Snow Full Area 30.00(13.00)* No *Tributary Width (ft) MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : Ll 01 9. Dead 1349 1349 Live 1974 1974 Total 3324 3324 Bearing: LC number 3 3 Length 1.3 1.3 LVL n-ply,2.OE, 310017b, 1-3/4x7-1/4", 2-Plys Self Weight of 7.31 pif automatically included in loads; Lateral support:top=full,bottom=at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(Ibs,Ibs-ft,or in) Criterion Analysis Value Design Value Anal sis/Desi n Shear fv = 170 Fv' = 328 fv Fv' = 0.52 Bending(+) fb = 2927 Fb' = 3818 fb/Fb' = 0.77 Live Defl'n 1 0.29 = L/370 0.30 = L/360 0.97 ADDITIONAL DATA: FACTORS: F CD CM Ct CL Cv Cfu Cr Cfrt Ci Cn LC# Fb'+ 3100 1.15 - 1.00 1.000 1.07 - 1.00 1.00 - - 3 Fv' 285 1.15 - 1.00 - - - - 1.00 - 1.00 3 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - - 1.00 - - - - 1.00 - - 3 Bending(+) : LC# 3 = D+.75(L+S), M = 7478 lbs-ft Shear : LC# 3 = D+.75(L+S), V = 3324, V design = 2877 lbs Deflection: LC# 3 = D+.75(L+S) EI= 111.15e06 lb-in2/ply (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your.application. 2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys. VA L ca N .294 g CtSTE S�CNALti� I Ralph Cochran 1-BA RB R Remodeling " CD w e-- .. � rn -Shrewsbury, ma 01545 508 845-2988 5/06/2018 To whom it may concern Re: Insulation Installation at 86 Short Beach Road: Dear Sir or Madam, Please be.advised.:that that 1 have installed spray foam insulation.in the garage and denrafters at 86. Short Beach,Road Centerville.. Type. Graco Onel Pass Closed Cell Foam Batch. PA 86001699 Thickness: 7'Inches Rating:R7 per inch for. a total R rating of R4. I certify that this installation has been completed"in accordance with the manufactures specifications. e alp Cochran 4 . Town of Barnstable nm�ciP� '+� ttasrnscc, :' 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-516 Date Recieved: 2/20/2018 Job Location: 86 SHORT BEACH ROAD,CENTERVILLE Permit For: Building-Alteration INTERIOR Work Only-Residential Contractor's Name: Ralph D Cochran State Lic. No: CS-076751 Address: Shrewsbury, MA 01545 Applicant Phone: (508) 769-2600 (Home)Owner's Name: SHORT BEACH REALTY,LLC Phone: (774)696-0205 (Home)Owner's Address: P O BOX 639, SHREWSBURY,MA 01545 Work Description: Remodel Kitchen Replace 3 Sliding Doors 1 � � Total Value Of Work To Be Performed: $7,500.00 Structure Size: 0.00 0.00 0.00 Width Depth 1 Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Regtrsts for inspections must be made at least 24 hours in advance. Signed: Ralph Cochran 2/20/2018 (508)769-2600 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $7,500.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $88.25 2/20/2018 $38.25� XXXX-XXXX-X)M- Credit Card 2879 Total Permit Fee Paid: $88.25 2/20/2018 _ $50.00 XXXX-XXXX-XXXX-€ Credit Card 2879 I t j Town of Barnstable *Permit# ^ d`1,77U Expires 6 montlu,from issue date PERM Regulatory Services Fee�n/.SCE x.®RESS PERMAT Thomas F.Geller,Director - 6 2001 Building Division 1 Ll U ill DEC Tom Perry,CBO, Building Commissioner TOWN OF BARNSTABLF- 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230. EXPRESS PERNUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address Residential Value of Work `�®a Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address C/2/-�-iP.� 11-0 Contractor's Name `%� �� , as I,—C7 Telephone Number h Home Improvement Contractor License#(if applicable) ,r2onstruction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance 6`- Check one: ❑�I am a sole proprietor J'� 1 am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) E7 Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: P erty Owner must s' roperty Owner Letter of Permission. opy of the Home r emcut Contractors License is required. - 3IGNATURE: 2Torms:expmtrg tevisr%1306 , - - ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' www.mass.gov/dia ' Workers'Compensation Insuromee Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information - l Please Print Le ' 1 Name(Business/Organization/IndMcbi9l): •Ad.Cjress: 2 City/Statemp: ��' s. ®�0 �, Phone.#: Are you an employer?Check the appropriate box: :Type'of project(required):, 1.❑ I am a employer with 4. [] I am a general contractor and I 6. ❑New construction . ''employees(full and/or part time).*• have hired the sub-contractors 2.El I am a'sole Proprietor or partner- listed on the'attaclied sheet. 7. ❑Remodeling ship and have no employees . These sub-contractors have 8. ❑Demolition' Y capacity.for me in anemployee$and have workers' • vvorldng 9. ❑Building addition . 0 workerB' CO insurance Comp.Ensur nee• (N �� 5. [] We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their I L Plumbin repairs or additions, 3. I am a homeowner doing all-work . ❑ g p myselL[No workers' comp. right bf exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4),and we have no . employees.[Na workers' 13.❑Othet comp.insurance required] } *Any'applicant that checks box#1 must also RU out the section below showing their workers'compensation policy information. t Homeowoers who submit this affidavit indicating They are doing all work and tlim hire outside contractor,must subnrit a new affidavit indicating'such. :Contactors that cheek this box mutt attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have ` employees. if the sub-contractmns have employees,1heyMust providb their workers'comp.policy maaber. I am an employer that tsproviding workers'compensation tnsuranee for my employees. Below is.thepolicy and job site, information. Insurance Company Name: • Policy#or Self-ins.Tic. P Expiration Date: - Job Site Address: City/Stat mp: Attach a copy of the Workers'compensation policy declarafion page'(showing the policy number and expiration date). Failure.to secure coverage as required Hader Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine lip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORKORDER and a fins of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the-Office of" _ Investigations of the DIA for Timm nre coyeraca verification ' I do hereby der the pains enahYes of perjury that the information provided above is true and correct. Si afar Date: Phone#• ��� �f' `7 CA Official use only. Do not write in is area, tb be completed by city or town:officiaL City or Town: ' Permit/License# Issuing Authority(circle one): J.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other ' Contact Person: Phone#: oFTMEra Town of Barnstable Regulatory Services + i�nss�Bl'E$ Thomas F.Geiler,Director 163¢ �6 iOrEorru•'�° 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 L , as Owner of the subject l property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: . (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. QTORMS:O WNERPERMISS ION r ZHE Town of Barnstable Tp�� y�P Regulatory Services awxrrsTear.g. Thomas F.Geiler,Director y Ma9s. Building Division pTED ° Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 vt ww.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: C�- nnuumberr / street village "HOMEOWNER": (✓///�Ri6� C'�' /�SG��i �� name home phone# work phone# CURRENT MAILING ADDRESS:— city/town state p code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and re e - ts. 'tfgna ru re o 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 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 fomn/certification for use in your community. Q:fomns:homeexempt r AsseAr's offioe 1st floor): /,, ! ` ���✓d LED IN CONIFL IX11102 Assessor's map rid lot number ....o'10�0. .1.�'�..�1�......... Ir'e U� '�� PAR 0 TV E D Q�OF THE ro�1 Board of Health (3rd floor): on C i.� � Sewage Permit "number" �,^r�`�"�� � p ;�?�' .. .... . ..... .....�+.......................... � @aP�T � Z B9Hd9T11DLE. i Engineering Departmen f�rd floo �o b o. House number ..: lQ;........ . ..61...................................:.... e y a. Signed YP APPLICATIONS PROCESSED 8:30- :30 A.M. and 1:00-2:00 P.M. only' TOWN OF BARNSTAB E BUILDING -INSPECTOR APPLICATION FOR PERMIT TO .......GQ>Z.$ rictaddition ................................................................................ TYPE OF CONSTRUCTION wood frame............................................ ..........February ...............19.90 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit'according to the following information: Location .....8b....Shor•t..Be.ach..Ro.ad.,...Centervi.l1e.p....MA................................................................................... Proposed Use residential Zoning District ............................. ...�..�.!/...................:.....Fire District Centerville, Osterville, Marstons. ... . t o�}�n.. .......h�.C.�� � 3 wlas tZs1lle�cl �e �I Name of Owner f1...... . Addres's ................................t....................a......�.................... Name of Builder Silvia & Silvia oc..........I ccCdress ..61.9...Main...St.........Centervi.11a,....MA...... Name of Architect ...... Ronald J. Silvia same ...................................................Address .................................................................................... Number of Rooms 4 I .....................Foundation concrete ...... ...... .................................................................... 1 Exterior shingles wood shingles r ::................................................Roofing .................................................................................... carpet tile sheetrock Floors ' � ................... ...............,..............................................Interior, .............. ' fe,rced hot ter by gas copper & PVC Heating .............:...............................................:..:.................Plumbing ............................................................:..................... Fireplace NSA A proximate Cost $3 0, 0 0 0 . 0 0 395 sq. ft. Definitive Plan Approved by Planning Board -------//_______ _________19 Area .....................o.................. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . � . ona d' ' Silvia" 016932 Construction Supervisor's License .................................... McCAFFREY, DOROTHY k.� No ...3.3.5.3.6.. Permit for ..Build Addition ...............................I Single Family Dwelling ........... ............................................................. ��rt Beach Road Local`o . .............................................. Centerville ............................................................................... Owner .)?qKp:��,v..McCaffrey . .................................. ......... Type of 'Construction Fr.ame............... ....... .................. ................................................................ • Plot ............................ Lot ................................ Permit Granted ....MArc.h....1.................19 90 Date of Inspection ....................................19 Date Completed ......................................19 r17 M ---------- 0 0 V-3 C, 7/;t,3 17 3 SEPTIC SYSTEM MUST BE- 36 INSTALLED IN COMPLIANCE WITH ARTICLE II STATE V � ,e p , ` SANITARY CODE A ypF 7M E j�� TOWN OF BAR.NSTAI IVDrowel i BA"STU E. =o, OY•a�0� BUILDING -:INSPECTOR APPLICATION FOR PERMIT TO ....................... ..............`................................. .............................................. TYPE OF CONSTRUCTION . .................................................................................................................................. ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies foe permit according to the following information: Location ... ................. ... :.......................... ProposedUse .. .�/ALL /1 ......................................................................................................... Zoning District .....� .—.1...................................................Fire District /Luc cE`... .`T��2v/LLB.......... Name of Owner .....:...... ...........................:.. ....................Address ............'f'a k�- 1�. .. ..9_0.......................... Name of Builder ........... 55 4M. .E........................................Address ...........©.4m.ext..v\�u:.S.......................... Nameof Architect ................Address.................................................. .................................................................................... Numberof Rooms .......::.........................................................Foundation .............................................................................. Exterior ..........................................Roofing .... �� .. ............................... ................... Floors .........O.A-k..................................................................Interior ..... .2�...........................Heating C.1 Il,. e47& ................................................Plumbing ................................................................................. Fireplace ..... �. ....................................................................Approximate Cost ..... ..................................................... Definitive Plan Approved by Planning Board £Ll�_✓ -� '_ ----19 6 _. i Diagram of Lot and Building with Dimensions 4n _ y� F✓v'L SUBJECT TO APPROVAL OF BOARD OF HEALTH / 1 -73 - .. r�. +M�r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... ... ....... ............................................................. Coletti, Guy K. No ....131.. Permit for .......QA9.-.;5.t,.QrY........ single family dwelling ............................................................................... Location(&...%0.rt..B.eaCh Road ......... r � zzCenterville ................................... ........................................... Guy M. Coletti Owner ................................................................... Type of Construction .........gr ...................... ...................... ..................................................... Plot ............................ Lot ..........#2 ...................... July 2-5 73 Permit Granted .................v.....A........ Date'of Inspection ......................................19- Date Completed .................... 19 1741 6- �*17 Y P M E MIT REFUSED ...........I..................................................... 19 ........... .......................................... ................................................................................ 1 }'............................................................................... ............................................................................ Approved ................................................ 19 ............................................................................... ........................................................ 90Z Gr/T< 10-4 er— 4�e,.//feel sessor's map and lot number .. 6. ... .��.��: ��13 F THE T `wage Permit number -. .. ,v�:-'s -c,cys�.P............ P IC SYSTEM I'e10 3S .d`� / INSTALLED IN COMP LIAN T•SAR33TADLE, i House number .csf!�..i1.?1. ....................................................... s rasa WITH 9'! TITLE LE 5 00 i639. e� ENVIRONMENTAL CODS A, �''�awara� 3 8Z TOWN. OF , B A R.N S ° LW TT TO O `'APPROVAL 0¢ DARNSTABLE CONSERVATION BUILDING INSPECTOR COMMISSION APPLICATION FOR PERMIT TO T...........Lciao o........ i�,��1 v TYPE OF' CONSTRUCTION ..L.v.a.OLI.....FPS' 41 ............ r� ......................................... 07 ce.2 ............R,6...............19..5-7*r TO THE 1NSPtCTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........... .............................................................. o?' SSf ® .T............... �.c..!�..........R° ,0 ProposedUse ... IA,.17.L e........�,,914 .14....................................................................... ......................................... Zoning District .`?�...��.............S:,ci:!�j/E.....F.:�i.°:'/.� ...Fire District � .6i1/ .......................�.....l..k. .... N f /f�ol3ER / n �C RC �R 3 MA.e Roi9 Name o Owner ........................ �r...4�.!1�..f....... ........Address .. r9�L ✓�J �............. /�l...V� Name of Builder eS ,�f`U1f� /91f0.S.:.7r°!C..Address .l�i�f�. .? !✓v....s.�f��`1 .... fir✓ X.V.// Name of Architect .,,RQNf1L D ,,5'/Lv/f!...., Address Number of Rooms ....Foundation / �u'�,�® C ,I' C.ed �ll . .......................................................................... Exterior ...... of /� 0 Q Roofing .L!/odD S / ` L Floors !Q LL Interior ������G .k................... . .............................................. ........... :.. Heating /7r0 7' ..... .......Plumbing .� U' �� Fireplace .... Frhli�P�....................................................Approximate Cost ................. .� ......................... . .... Definitive Plan Approved by Planning Board ________________________________19________. Area ...........l..G�!�7.....5'. ......... Diagram of Lot and Building with Dimensions Fee _i� ............5- ��..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH Ar-.10 I thereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the, abo construction. _�.. Name-75.�. ,, .... ........................................... �McCAFFREY, ROBERT 23672 ADDITION ................. Permit for .................................... Single Family Dwelling . ............................................................................... Location .... 36 Short Beach Road ............................................................ 6anterville ............................................................................... Ro.be.r.t...M.cC.a.f f.rey Owner ..... .................... .... .... .. .. .. .... .. .... ........ Frame Type of Construction .......................................... ................................... .................................. Plot ....I........................ Lot ................................. December 1, 81 Permit Granted .........................................19 Date of Inspection :5'-2.................19 Date Completed .................... 19 PERMIT REFUSED ................................................................. 19 ............................................................................... ................................................................. ............. . ................................... ............................................. ............................................................................... Approved ................................................. 19 J ........................................................... .................... ............................................................................. Assessor's map and lot number ..;:.::��.si../ �l. .... �r�`.It %......... .. y0F THE TO Sewage Permit number j Z BARNSTABLE. i f /. House number r" •.'.'� 9 Mae6 :....:......................................................, Op 1639. 00 � 3 > Z TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO s::.:•�•7 ' !�.. ...........1�%ua�?......... /�+fi% ', s'c`...... Pr:':' r w TYPE OF CONSTRUCTION ... ............. a. ......................................... / ................ ..................19..<i TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........'``• ............� 101. :r............ .F'+ . ;. .......... r'�:�}�i............................................................. Proposed Use .....Cam/Ar a,�F...... f4 ? ?1 14-1...................................................................... Zoning District .. �� `. ........ .:.fir/r... r; ?<°!� <<.. ......Fire District ...ir P{�,!f/ ........ 5. ;w6!/;�.... Name of Owner .lrti�aL3 .� .....a1 :... .: .t 1#r 'c � ......Address .......... !:...R .................. Name of Builder /L!J/ � U�`�.... 1,�1�n�. . ENd .Address ��� , i7�f'iry � fE•7 •• t -��,t•�,iX........ . .Name of Architect /5�fvAG.� „•� ..,,....Address Number of Rooms h�oaNt .1 ...Foundation C'G'�� � `�� j Exterior ......& &A ...Roofing ..4( 0.d A }i.......................................................... Floors ....'' '.�.7....::..:............................................:......................Interior ....-r......... ............................................................ C� ' Heating l�5.�r�,n ..•► r '= ^ Plumbing ...................................l�b°>. ............................... ........................................................................ .............................................. Fireplace *; '? ! G ........................Approximate Cost r, Definitive Plan Approved by Planning Board ________________________________19________. Area .......................................... Diagram of Lot and Building with Dimensions Fee ................ ............................ SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all,the Rules and Regulations of the Town of Barnstable, regarding the_above construction. - �� ,ra�cezrt5, ,�,t, r Name ......2�. • ri� r McCAFFREY, ROBERT A 4::) 23672 ADDITION No ................. Permit for .................................... Single Family Dwelling ............................................................................... 86 Short Beach Road Location ................................................................ Centerville ................................................._............................. Robert McCaffrey Owner ........................r.. ....:!�.............................. Frame Type of Construction .......A................................ ................................................ Plot �D Permit Granted I. ..December 1, $1 �1 11 ......................19 Date of Inspection ...........j........................19 0 Date Completed ............. 19........................ PERMIT RE USED ............................................. .................. 19 .................. ..... .�...ri ......... l .........................ft..... .I..... ............. � . ..................... .., .......................................... ...A-T 7.Eb....... :f.� .............. Approved ................................................ 19 ............................................................................... ..................... ................... . .................................. fit fe �1 t �. s� ly IC -IN e1. r t .. I ,¢.40 L\ ec xr 1hA w tV y Q ll ( ( VI Pl. t t I 1 k 1' I REPLACE THIS SLIDING DOOR WITH A LARGER DOOR (9' MAX.) LIVING ROOM LIVING ROOM INSTALL PORTAL FRAME PER ATTACHED DETAIL O MEW 4x6 POST O +� DOWN TO MEW 30' SQUARE FOOTING ADO FLOOR BEAM I { (3) 1 3/4 x 9 1/4 RLVL ABOVE TO EPLACE PORTAL FRAME W.WITH SLIDING I ING DOOR DINOYG ROOM KITCHEN 1 ELIMINATE THIS ATTACH 5/8 PLYWOOD ATTACHED DETAIL TO THIS WALL WITH COLUMN 10d NAILS AT 4' O.C. S THEN REPLACE GYPSUM BOARD REMOVE THIS WALL REF O 4- ADO FLOOR BEAM 2 00 1 (W12x26) ' Y S NEW 3x3 STEEL POST .�t.N DOWN TO FOUNDATION NEW 3x3 STEEL POST DOWN TO FOUNDATION m REPLACE THIS SLIDING ODOR OEN w x •. o WITH A LARGER DOOR(9' ... INSTALL PORTAL FRAME PER I - s 3 ATTACHED DETAIL =y t- 1 1 N GARAGE GARAGE EXISTING CONDITIONS PROPOSED CONSTRUCTION { E 1 VIQ Jo.2 \J Gis MVA ENGINEERING COMPANY ERNENWEIN RESIDENCE RENOVATIONS 633 MAIN STREET DESIGN: MOM S - 1 86 SHORT BEACH ROAD DRAFT: MOM I SHREWSBURY, MASSACHUSETTS 01545 BARNSTABLE, MASSACHUSETTS DATE:2 20 18 { PH 508 845 7800 I i -�o OOSL 968 SOS Hd 9b910 Sl13snHOVSSVW '),8n8SM38HS 13381S NIdW 229 J,NddW00 ONPJ33NION3 VAA bIA y�3 51 Jey\O'1` WOIlOfINiswOJ 03SOdONd J 2 N �p r A N m 1IV130 03H3VllV g' n A M3d 3uvMi 1v1MOd 11v1SUI c CX SO.6I WIOI M39MVl Y H1IA o x �+ M000 9N1011S SIH1 30V1d3M m m ME "> uouv0unod of unoD =r C 3 1SOd 1331S£XE AN QWJ) NOI1V0NnOd O1 NA00 N= a 1SOd 13315 ExE A3N _ -- ci _—_--_— --_ (92x21:1 l/ Z NV3B MOON OOtl I`\ 11YA SIMI.3AON38 v OMY00 _ Nun107 HI Al1Y S1IVN P0l Q ^ IIY130 03H3Y11V SIH1 31VWIWI13 HI Al 11YA SIHl O1 OOOAl1d B/S HJYlltl Mad 3NVMd 1Y1MDd 11tl1SN1 Of 3AOBv IAI /J 8000 9NIOIlS H1IA AOOUTA 33Y1d38 ti/T 6 x bO 1 (E)f y 1 NY38 MOON 00V 9 01 WNVn .OE n3u nO 150d 9x4 AN 11Y130 03H3VilV uDOM ONIAI1 Mad 3W":l 1V1MOd 11Y1SNI ('XVu ,S) M000 M39MV1 V H1IA 8000 9uICI1S SIH1 33VId3M a i p3co II 4 'ram mC3s . c # P. Ara ..� CD .D N m I. m d m � " � CL 1 ( W Ow .y.� Wpp3 \\\ Oo m G->1 m -f 1fTCCIO 4 ' 7p33y> .01 .J O y \ r /� 15 �T^ O �(�/ II myr A 11 m II Nn=o j� o n MEW RIDGE BEAM O II pm \ VV .m 12 PLYS 1 3/4'.x 31 L4' LVU oo nmr W> FDR/E�AL CEILING iE•pm ���"� _ .Zl POS N BEAM 2 4— x0m _ _ 11"mul mom+ mx 3j �mm O � II Nr NO = II • y3EIAy1 I - yN� yNy9 Y Sr >yr >,SD swan m1>-m{ p��-i yl p$.E. ✓ mImDo A SS O mp3 ,�� y N y'1INi1N OW i�.myN ' In O) >rpN -TN >rE �` r'Or �JI rTpO.r. CRI rT v �� G,I C AO� gm >rE+ Ln rn > MG3 y� AS mho W Ow mo D P. y m AaA 00 Z m c ix E V) Ln G-) p coo m Z o > —' m u z N � m En o 0 o D St REVIEWED SMOKE DETEDT 9 ESE [ -45119 B R L ILDING DEPT. DATE FIRE DEPARTMENT DAT` �. BOTH SIGNATURES ARE REQUIRED FOR PERMI7'I"' le Bldg.Dept. Barn stable t ab jkppraved b Y t7�f Permit# l � - �nrmr! nun --_ ' I LAUNDRY RI'1 1 E%ISTIN4 4gi(4GE � �-- �.. QL1� WfLrl ' I -"=cr wo es'z" "fftlOOKi LAULwyl LL1,011 J 1,441'•E ILi M ryRI ryR3 RMERr MC(A"REY i SlIv. SUVi Paf'N• r. hew RTi-- Ate• "a'ew�uafru lff/IYl W AGE 1'T — p n �- qiu� gnm fl IIII ---- I I tduNORY wn UISTING GVKG[ AM R�.Ta� c�vs7 i it -000 T[CT ND Al-286, 1!W*981KK[LANIORY LAV.LIbMAFf.&"'+F ALL ~MRl Pj"RCECRT nC cAp Rry SnVisaSim f+YfV�- • 'tMYr•�Y1LA1Y 11Y Revisions: -4 —5 DATE DESCRIPTION - 3 ./ .../ Co11TiR✓ILLC -2 SCALE - I 2000't L O C U S MAP References: � ASSESSORS MAP 412 LOT 124 PLAN OF LOTS AT SHORT 13FACH CENTERVI LLE, BARNS TABLE, MASS. BELONGING TO PRINC A. FULLER & WINIFRED GREELEY, BY NELSON _ I BEARSE a RICHARD LAW, SURVEYORS i AUG. 29, 1963. 7 � / EBB �0 Project Title: MOORING � - - � FLOOD 2 4 1 LOTS 2&P + � � ' 15 5.6 SHORT BE AAr _ � �-STONE BULKHEAD ROAD 1 59 I �- - - CENTERVILLE, MARSH GRASS WI I,•D 7 g - T 49� MA. ROSE Mly� 20F 9 AREA g Nib PROPOSED FENCE 014 O 6. / �� MOORING _WOODEN SHED Q i .4 4 MARSH GRASS Ci PREPARED FOR: — 4 \ 0 / _3 6 � .STORY � ROBERT H. McCAFFREY • � �__ __ -- •-__ -.! � i Q � /� 9- To _ \ 7 , O WOOD FRAME HOTUB O 1 CID -2 —IRV— D P L A N K 99 O I� WILD ROSE WOO ��� � �G� �'< '0'0 F � AREA � , _I PIER RETAINING WALL \ �i� ��� 7. 0 DECK 0 ROSA RAGOSA ``� ��� Q ;O - 6` O\�, ; AREA `' I ,P O 0 = N 0 T E S �\ \ -A, `O �- � PROPO ED ` a / RAMP CONC. RETAINING WALL �, ' � � ,- � ...DRIV / I ) PROPERTY LINES SHOWN HEREON WERE COMPILED '�— QO �� i� O� _ ,'STONE 4 / A.M. Wilson FROM A PLAN RECORDED AT THE BARNSTABLE 5 �� C.) w j ' �` \+ B.` WALK ' Associates �Q `/ ��_ PI DR IV V E (EXISTING) / Inc. REGISTRY OF DEEDS IN BOOK 182 PAGE III --� �� \ � -- / 6� , )� ry oNc.c / / A2 � AND DO NOT REPRESENT AN ACTUAL SURVEY ; FLOAT LIGHT ON THE GROUND. / / �� �/ PROPOSED POSED PATIO O ' Y D GARAGE 911 Main Street 5.4 (� r <q c y ��� /' Osterville/MA 02655 2 ) ELEVATIONS ARE BASED ON N. G.V. D. � - �_ �\ • � �� 7 � ���c -. ,�:� '� � 617-428-1450 6. F,yA �� y- _ �, Drawing Title: L E G E N D CONTROL '100 EBB `1O BRACKISH EXISTING ELEVATIONS 2. 6 `s * ; MARSH EXISTING CONTOURS — 6 - - 6 FLOOD ,�j �\ HYDRANT H YD \�9� ,� \�, � j � PROPOSED EDGE OF MARSH GRASS �O PROPOSED CONTOUR 5. 7 � �� GARAGE / 4 I MARSH GRASS TEST P1T 1 BU SH E //' - 8" TOP SOIL WITH GRASSY ROOT MAT o'�� MICHA s� x/ 8" - 36" MIXED COARSE SANDS AND GRAVELS; MEDIUM BROWN; NO LAYERING; NO WATER ENCOUNTERED Isift O J3/ f�M)NAL TEST PIT 2 2 0 d" - 4" WELL SORTED SAND MIXED WITH BLACK ORGANICS Scale: 1"= 20' 4" - 12" SILTY SAND WITH ORGANICS 0 10 20 40 FEET 12" - 20" DARNO K BROWN ORGANICS WITH FINE GRAINED INORGANICS Date: 9-2 I-8 8 D w g No: Design: 20" - 24" WELL SORTED SAND WITH B..,ACK ORGANICS; WET Check: Drawn: JVB Job No: 2. 0372.0 Sheet I of I REPLACE THIS SLIDING DOOR WITH A LARGER DOOR (9' MAX.) LIVING ROOM LIVING ROOM INSTALL PORTAL FRAME PER ATTACHED DETAIL O O NEW 4x6 POST p DOWN TO NEW ❑ 30 SQUARE FOOTING ADD FLOOR BEAM 1 (3) i 3/4 x 9 1/4 REPLACE WINDOW WITH SLIDING DOOR LVL ABOVE TO INSTALL PORTAL FRAME PER DINING ROOM " KITCHEN ATTACH 5/8 PLYWOOD ELIMINATE THIS ATTACHED DETAIL TO THIS WALL WITH COLUMN 10d NAILS AT 4' D.C. THEN REPLACE GYPSUM BOARD REMOVE THIS WALL - REF O ADD FLOOR BEAM 2 O O (W12x26) µ i o NEW 3x3 STEEL POST M a DOWN TO FOUNDATION NEW 3x3 STEEL POST /M DOWN TO FOUNDATIONLu °D '" m REPLACE THIS SLIDING DOOR DEN w x a o WITH A LARGER DOOR (9' MAX.) o C~ INSTALL PORTAL FRAME PER C m =3 ATTACHED DETAIL "! 3 o Uo L c 1- a owe (tl v I GARAGE GARAGE PROPOSED CONSTRUCTION XI TING CONDITIONS F E S _ H° 0'2 EL �i 4" o tsTER�45P, SS/ONALEN�' ERNENWEIN RESIDENCE RENOVATIONS M VA ENGINEERING COMPANY DESIGN: MDM 633 MAIN STREET 1 86 SHORT BEACH ROAD DRAFT: MDM SHREWSBURY, MASSACHUSETTS 01545 BARNSTABLE, MASSACHUSETTS DATE: 2 20 18 PH 508 845 7800 ]I I } REPLACE THIS SLIDING DOOR WITH A LARGER DOOR (9' MAX.) LIVING ROOM LIVING ROOM 101 o I A NEW 4xG POST p DOWN TO NEW p 30' SQUARE FOOTING ADD FLOOR BEAM 1 \—(3) 1 3/4 x 9 1/4 REPLACE WINDOW WITH SLIDING DOOR DINING ROOM KITCHEN ATTACH 5/8 PLYWOOD LVL ABOVE TO INSTALL PORTAL FRAME PER TO THIS WALL WITH ELIMINATE THIS ATTACHED DETAIL 10d NAILS AT 4' O.C. COLUMN THEN REPLACE GYPSUM BOARD = REMOVE THIS WALL REF OO ADD(FLOOR ,)BEAM 2 -� NEW 3x3 STEEL POST • L cU DOWN TO FOUNDATION NEW 3x3 STEEL POSTU=w i DOWN TO FOUNDATIONw 7 DEN u m REPLACE THIS SLIDING DOOR ljjo WITH A LARGER DOOR (9' MAX.) o t!) . UOLLa GARAGE GARAGE EXISTING CONDITIONS PROPOSED CONSTRUCTION �N 76F AIA MIC HA o ONE. o 947 'p �tS N lE ERNENWEIN RESIDENCE RENOVATIONS M VA ENGINEERING COMPANY DESIGN: MDM 633 MAIN STREET S - 1 86 SHORT BEACH ROAD DRAFT: MDM SHREWSBURY, MASSACHUSETTS 01545 BARNSTABLE, MASSACHUSETTS DATE: 2 20 18 PH 508 845 7800