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Home My WebLink About4099 MAIN STREET y' !�� ` �- _:s.__. ".. ._._..... _. .:.'.... :.a....._ �...._ ...�.._�._. y -�'. s,....«1'Bi::..04,�.�..v*5��,._.ub..`_..,mow.,..>.,.,:.,r..a.,. „.LA......�:.... .. r,... _.: .. �.._... Yw ...\ _ r t. � __ w�. �� _. ., .. �. _ ,. �:�;, �� t •;�. 4. . - a -, .. ` . . �.� . :. o —„ .. . . r .. -, ., �:•� ',� �' ,. '. '... i i - � - ,� , .:: ,. - ' e .::.. ,. �. -... - .. �'r: ... � ,: :. ,. ... ,. .. �..a •, -C .. ..< _ .. .. >. r .. r '.. � �, .-. r _. .. .. '.� , .. � .. .. .r .. i. a e _ '& a �"' r ' • i ..' r,1" :. ' ...'. -� � ,. .. ... � ... .. ... .p ... at .. .: + .. r... _ �� .: � :.'.. .. -. �. �'� .. � t .... ^ � � - .� � ►� Town of Barnstable BuiR ing s Post This Card:So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Dept Posted "'"9 1 639. Until Final Inspection Has Been Made. ]Permit � ��} 1 !1L !!1L t� • Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3983 Applicant Name: CROWELL,THOMAS P&DEBORAH G Approvals Date Issued: 12/03/2019 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/03/2020 Foundation: Residential Map/Lot: 336_-0.52 Zoning District: RF-2 Sheathing: Location: 4099 MAIN ST./RTE 6A(BARN.),BARNSTABLE Contractor Name Framing: psv l p3 11� Owner on.Record: CRO,WELL,THOMAS P&DEBORAH G Contractor License: r�yEki Address: PO BOX 102 - Est. Project Cost: $20,000.00 _ Chimney: CUMMAQUID, MA 02637 Permit Fee: $152.00 I Description: insulate 1 bedroom,bathroom, hallway using closed cell spray foam. ' Fee Paid:ri $152.00 Insulation: R, /03 add heating/cooling system 2 bedrooms 2nd floor Date; 12/3/2019 Final; Project Review Req: � V� e1tA- ' Plumbing/Gas Building Official Rough Plumb' g:a -AE -`g./-) This permit shall be deemed abandoned and invalid unless the work'authorized by this permit is commenced within six months after issuance. F' I I b'Mg:Ail work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. h s All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of Final Gas: the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the"Building and Fire Officials are provided on this permit. Electrical Minimum of Five Cali Inspections Required for All Construction Work: Service: 1.Foundation or Footing 01 2.Sheathing Inspection ' Rough; �G & 0 3.All Fireplaces must be inspected at the throat level before finest flue Fining is Installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final; 3 —Pt 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 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. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: tHE Application Number. .�. .' ............... ` TOW 4f NSTARE MASS. 6 � Permit Fee............ ...............Other Fee,....................... p,!3 V 25 PH } 40 Total Fee Paid.................................... TOWN OF BA 4 Permit Approval by... t.................Onl.�... s.1..:.�. BUILDING PERMIT Map................................... Parcel........ ..................... APPLICATION Section 1 — Owner's Information and Project Location Project Address 40�q g io sfr-ee t Village Cyl'Y1ir Owners Name_71ow14 S Ctyi J -�(��dv-i � Cf-o i u e l Owners Legal Address L10 e tY1 9YPe City --jm OYAO 01 State MA Zip U 2 6.3 7 Owners Cell# 178'�!v d 7 E-mail ]' C ry W C' i i C� o 0 C.0 ry1 Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ' ❑ Commercial Structure under 35,000 cubic feet 0 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 ►�S i b e8(w, � h tm,4o ce s m 'clot . 0-0 . i CW41S 14 - r A ct el( r § VaAe 1 c h 1G0111 WIt 14 h �nnS fi—, Lc'iv �, u 4/ h . .r I Tact nnAateA- 11/15001 R .. Application Number............. .. ......................... Section 5—Detail 0 u 0,7r--4lv sl Cost of Proposed Construction Square Footage of Project Age of Structure 2)OO Wear--5 Dig Safe Number z, 4 # Of Bedrooms Existing 3 Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics e Wiring ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas ❑ Fire Suppression Heating System'stem' ❑' Masonry Chimney ElAdd/relocate bedroom i Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site g P P Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility:BCcNS�i,(`eI)Y�PIS�t�f �iTioV1 I am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation 6 AsAe Within or adjacent to a wetland, coastal bank? Yes No ❑ Section 8—Zoning Information Zoning District —Z Proposed Use Lot Area Sq. Ft.Ft. q74 0 4 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 iri the past? ❑ Yes No Last updated: 11/15/2018 Application Number........................................... Section 9- Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # 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.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City . State Zip Registration Number 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 Section 11 —Home Owners License Exemption Home Owners Name: 7)�D mns Cyo u e Telephone Number q-7&-q(A -2123 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 re ed by 780 and the To of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date Print Name 711 D M-15 CIrow e ) I Telephone Number q7 j'q(oo _�?j�73 1 V 1 �l E-mail permit to: �"PC D W'.1� t 0_. ab l ,C aw Last undated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ i e Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization 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 { i I Last updated: 11/15/2018 Barnstable Bldg. Dept. Approved by: Permit #: �Lost"� CeL - ROAM tNISVLA-TIOrA 44 0 WA US t ca S ' EIEt7�Aol cKI ta. cv 1� V 4�� , SWAY S a e,y A ` `{vim Yy- UATH O DVA-ri o G120 W t✓GL 40 t rl el,T. w (20 W I i {u 2. P ~ � � e 40gq M.A t r%4 's lot at Z- ;i f ham. i E � i i - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 wwM.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organiratimvbdividual): mx C e Address: gogq Rq I I;f- City/State/Zip: C U M J44 ✓c J Phone#: q�7 L16 C/' -,2-S 7 3 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.El am a sole proprietor or partner- listed on the attached sheet. �• Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for mein a aY capacity.acitY• employees and have workers' 9. ❑Building addition [No workers' comp.irrcnrs,nce comp.insurance 2 required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.J��J I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions / ` myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sbeet 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. r 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.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 c nder=pandpen ' perjury that the information provided above is true and correct: Signacme: Date: Phone#: Qigf<OD ��4F73 Ojj'wkd 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 M 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 id the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permft to operate a business or to construct burldhW. in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of 11 insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the\ members or partners,are not required to cant'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 nu nber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for our cooperation and should you have an questions, � Y Y P Y Y please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington St=t Boston,MA 02111 - Tel.#617-727-4900 ext 406 or 1-877-14iASSAM Revised 4-24-07 Fax#617-727-7749 www:mm.gov/dia t HEATLOK ��q el Company Name Phone Number Applicator Name ' Installation Date Jobsite Address A-Side Lot #'s �,Ag`&aC j�6 Permit Number B-Side Lot #'s 7 Walls Attic 3 R CO So r7 o 1 www.Service-Partners.com SERV 10E® www.Demilec.com Aartr�ers DEMILEC �. � Town of Barnstable �� Building PostPTh15 Card SonThat"it�s Uis�ble FrorrS the Street Aproved;PlansMus!be,Reiained on lob and this Catd�Must b@Kepti Posted Until:Final Inspection Has Been Madeh z6 � . ,. r Permit ° Where a Cent�ficate_of Occupancy;�sRequired;such Building shall Not..bNAM e Occupied unfit a Final Inspect�onhas been made�� Permit NO. B-19-758 Applicant Name: Richard Peters Approvals Date Issued: 04/03/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 10/03/2019 Foundation: Location: 4099 MAIN ST./RTE 6A(BARN.),BARNSTABLE Map/Lot: 336-052 Zoning District: RF-2 Sheathing: Owner on Record: CROWELL,THOMAS P&DEBORAH G Contractor Name r RICHARD PETERS Framing: 1 Contractor"L�cense CS 106987 Address: PO BOX 102 2 CUMMAQUID, MA 02637 is Project Cost: $5,424.00 Chimney: Description: removal and disposal of(4)double hung sash", h-c!jamb liners, Permit Fee: $35.00 intallation of(4) double hung replacement windows(sash and jamb t ::" Insulation: liners only) . New double hung sash are of like kind,r%o structural 1 ;- Fee Paid: $35.00 changes,no changes to exterior trim or siding: �� Date 4/3/2019 Final: s Project Review Req: f Plumbing/Gas Rough Plumbing: • Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authored,by this permit is commenced within six monthsiafterissuance. All work authorized by this permit shall conform to the approved applicatiop and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structureesiiall.lie in compliance with the local zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: r work until the completion of the same. VE t - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building�and;Fire Officials are provided on thispermit. Minimum of Five Call Inspections Required for All Construction Work: :' Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection g 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 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building Post T.hCard So That rt�s�/isibl'eFrom the�Street, A roved;Plans Must,be-Retamed;on�Job and_#hisCard Must-be Kept ,;;' 9.:BAl 4AS Permit Posted Untal Final Inspection Has BeenMade s s Where a Certificatef Occupancy"�sRequ�red,such Bu�ldmg shall Not be_Occup�ed untilya'Fina11 s Inpection has.been made Permit No. B-18-939 Applicant Name: Mike McMahon Approvals Date Issued: 04/03/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 10/03/2018 Foundation: Location: 4099 MAIN ST./RTE 6A(BARN.),BARNSTABLE Map/Lots 336 052 Zoning District: RF-2 t Sheathing: Owner on Record: CROWELL,THOMAS P&DEBORAH G Contractor^Name MICHAEL T MCMAHON Framing: 1 VVI =L>i " n e CS-068111 1; Contractor ce s Address. PO BOX 102 � � N � F � 4 2 CUMMAQUID, MA 02637 A Est P�roJect Cost: $2,900.00 Chimney: R f J Description: insulation,weatherization,air sealingPermrt Fee: $85.00 Insulation. Project Review Re : � J Fee Paitl $85.00 4 Final: Date 4/3/2018 Plumbing/Gas A Rough Plumbing: z la ' Building Official E Final Plumbing: x This permit shall be deemed abandoned and invalid unless the work authorized by thi Rough Gas:s permit is commenced within six monthsafter�ssuance. g 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 shad be in compliance with the local zoning by Ia "Ad codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publlc�inspection for the entire duration of the work until the completion of the same. y� Electrical The Certificate of Occupancy will not be issued until all applicable signatures bey t e Building and Flre Off---- rezprovided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work s . ' Rough: 1.Foundation or Footing z. ... .m.. ar.. ,^� '> • ' 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 -.7, Building plans are to be available on site Final: � -c�, All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT lot TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map s Parcel � � Application #o�)6 q 6 Health Division 1 .Date Issued Conservation.Division -?o 14 61e31Jr ff. ':.Application Fee Planning Dept._ Permit Fee Date Definitive Plan Approved by Planning Board _ Historic - OKH_ _ Preservation/ Hyannis Project Street Address 9 1.96� Village 4:: t r ,�r. — Owner� � � Address Telephone � �� Permit Request Square feet: 1 st floor: existingM proposed 2nd floor: existing proposed Total new Zoning District Xto 'A Flood Plain Groundwater Overlay Project Valuation •40 Construction Type Lot Size �o Grandfathered: ®Yes LJ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family L] Multi-Family. (# units) _ Age of Existing Structure �'� ' Historic House: )(Yes LJ No On Old King's Highway: $i�Yes L] No Basement Type: Z16Full ;&Crawl ❑Walkout 0 Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) � Number of Baths: Full: existing_._ new Half: existing _ new Number of Bedrooms: . e existing 1 new Total Room Count (not including baths): existing __ _new First Floor Room Count Heat Type and Fuel: Gas U Oil L] Electric Ll Other _ Central Air: L] Yes No Fireplaces: Existing-/—New Existing d/coal qve: Yes L] No Detached garage: ❑ existing L] new size_Pool: LJ existing L] new size _ BaR existing L] size_ Attached garage: Ll existing L] new size _Shed: L] existing L] new size _ Othe _ Zoning Board of Appeals Authorization U Appeal # Recorded Commercial L]Yes L] No if yes, site plan review # Current Use _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name lE �� Telephone Number �� g Address L� X License # 7 cs� / Home Improvement Contractor# -- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE W ®ATE y 'S. FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED ` r . MAPS/PARCEL NO. ADDRESS VILLAGE P OWNER is . DATE OF INSPECTION: ` FOUNDATION; FRAME INSULATION— sh FIREPLACE ,s ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL "GAS:''! ROUGH FINAL ` ,'FINAL.B.UIL•DING DATE CLOSED,OUT < ASSOCIATION PLAN NO. _ ! , � ,�� lrie�orrunarcwea�af1�a,�sachrr,�ett� . __ . DeP�sent of�ristrzaj�4crzder� Q�ice nf�iverkgakans . 600 Washington Street BQsto M4 92111 Workers' Compensation prance Affidavit:BtrilderWContractorsmectti ' A �.eant information - - cl;ans/P'Ittnabers Please Print Le Name (Btu�esa/Orgaz>i�cm/Fndividna.�: ��,0� j��`� ass: AW . C>ty/strWzil3 r Phone E n empluyer? Check the appropriate box: a em�ploym y� 4. Q I am a generalconfisctor®d I �e•°f project(mral-ed):3'OM ChR and/or past-time):* have hied the sub.-cc.� G. ❑New c IL Solepropricbr or partner- listed an the al=hed sheet: 7• [ temodeling ve no employees These sub-coafrac�rsg for mein flay capacity, employees and he g. [Q Demolition orkers'comp. mcr„�„�e a°�.ingmm Vie.$ 9, �g a�cmed] 5 ❑ we ae a corpmraiion and its 10.El Electrical reaim or hoeowner'doing an work officers have exercised their � °� f [No worh=' Damp. right of exemption per MQ, 11'Q Ph mbmg repairs or e�itiom ce regii e j t c. 152, §1(4), and we have no 12•Q R.00frepam, employees. [No Workers' l3.❑ Dther comp.msrnance reTrimd] t Amy aPPRmut that eh=h box#1 must also fM oat the section below shn "—=wn=Who sabmit this lndxvit kffi fng thy,= amg ties 'c�pcasafian policy i b $Coairact�s that the this box mnst sitachod en edrFitioael sbcb t tYoti;Dad then hus outside coatrec tan mud sahmit a new MPDy4s If flie sab-ao emP o3'e¢,they mast shm6ng the name,of Cie t iadicatiag sack ntract=have 1 r end Stare Whr-&=or not those entities have prrnzde then Wotiv� comp,policy manb¢, Ion an employer that is prop workers'caa pensakon insur¢rzce rm2dam err 'f employees. Below is the pa&cy¢rid job site Insurance Company Name: ' %% / ( i �® Policy#or Self-ins.Ida.#:- � A Expiration Date: Job Site Addmss:_�0f� / 7r� &+/ • r � - Attach a copy of the Workers' cumpeusafion o' I T om ' - A� Fat'hse to secure c P RCY declaration Page(shaWing the poky ntmaber and=T&atfon overage as required imder Smofim 25A of MM c, I52 can lead to the ' fine nP to$I,500.00 and/or one-year rzsanme as WeIl as C:hi position°f �Penahies of a Of Up to S250.D0 a day against fie violator. Be P�6e in fhe.fnnm of a STD?WDP—K DgDM and a fine e coverage verse c meat MEY be forwarded to the Dffice of .Fm'estigations of the DIA for iaerr<-R„� opY of this Ida hereby eerfzfy the p and pejj a fP�Tu►y that the information provided abate is Prue and carrel �i�fure: � aezal use-on1y. Do nit write in this area, to be completed by city or town afficaaz City or Town: PermitlLicense# suing Authority(circie one): - L Board of Health Z.Bmldiag Department 3, 6. Other Cjty/To Clerk 4.Electrice Iuspectnr S.Plumb' mg Inspector gontact Person: Phone#: ACORO° CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) `� 08/13/2014 THIS CERTIFICATE JS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: HORGAN INS AGCY INC PHONE FAX PO BOX 250 AIC,No,Ext): A/C,No E-MAIL ADDRESS: HYANNIS MA 02601 28XBF INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:CONTINENTAL CASUALTY COMPANY INSURED INSURER B: A I ENTERPRISES INC INSURERC: PO BOX 2056 COTUIT MA 02635 INSURERD: INSURER E. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES Ea occurrence $ CLAIMS-MADE DOCCUR MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS—COMP/OP AGG POLICY PROJECT 17 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO J�Y82ULED BODILY INJURY Perperson) $ ALL OWNED NON-OWNED BODILY INJURY Per accident $ AUTOS AUTOS PROPERTY DAMAGE HIRED AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DEDI IRETENTION $ $ A WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY (GS59UB-027GM74-2-14) 07-18-14 07-18-15 X TORY LIMITS I ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Y/N E.L.EACH ACCIDENT $ 500,000 (Mandatory in NH) N NIA E.L.DISEASE—EA EMPLOYEE$ 500,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE—POLICY LIMIT S 500.000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: 1286 MAIN ST, COTUIT,MA 02635 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREFO,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. TOWN OF BARNSTABLE AUTHORIZED R SENTATIVE 200 MAIN ST HYANNIS MA 02601 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD CNA CNA INSURANCE COMPANIES P.O. BOX 3556 ORLANDO FL 32802-3556 TOWN OF BARNSTABLE 200 MAIN ST HYANNIS MA 02601 0 m 0 o m n� ACORD 0 CERTIFICATE n OF 0_ INSURANCE (On Reverse) 001880 &Xe WomvrruvruaeaeWz,o�Caa�ccaeC - Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: ,,109ti06 Type: 1Office of Consumer Affairs and Business Regulation 1 xpiration 9/21/2016: Private Corporatioii -10 Park Plaza-Suite 5170 Boston,MA 02116 A I ENTERPRISES INC =a PETER POMETTI t� 140 LITTLE RIVER RDA COTUIT, MA 02635 Undersecretary Not valid without signature U Massachusetts -Department of Public Safety . Board of Building Regulations and Standards Construction Supervisor ; License: CS-050457 PETER M POMET7tI PO BOX 2056 r Cotuit MA 02635 Expiration Commissioner 04/19/2016 Town of Barnstable o� ' Regulatory Services - 7 Thomas F.Geller,Director ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.tQwn.b arnstable.mams Office: 508-962-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subjectproperty hereby authorize " 7 '7 7 ' to act on =T LehA in all Matteis relative to work authorized bythis buff i permit application for. (Address of Job) Signature of Owner v ` � �e Date Print Name If Property Owner is applying for permit.please c om lete the Homeowners License Exemption Form on the reverse side. Q:FORMS:0v1NERPERMISSION . y Town of Barnstable Regulatory Services Thomas F.Geiler,Director MASS 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 FJMMPITON . R Please Print DATE JOB LO A c Tiox: number street village -HOMEOwNER": name home phone# work phone# CURRENT MAILNG ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended to include_owner-occupied dwellings'of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINIITON 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 minimrrn inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger Will be required to comply with the State Building Code Section 127.0 Construction Control. . f 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 exemptian are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use'm your community. Q:forms:homeexempt W, ?elephone: 508/563-6049. COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SHEET CONTRACTOR: y1al ��- JOB SITE ADDRESS: DATE: - AREA THICKNESS R-VALUE Ceiling , Cathedral Ceiling - Garage Ceiling Basement Ceiling Slopes �) Exterior Wall Garage Hse. W all W alkout W all. Cathedral W all B lockers Overhang Stair/Risers SuL, I , i t All R-values and thic ss measureme s are deemed to be accurate by the following installers: TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM' 1002 W Main ®. Richmond,MO i P 816.77E F 816.77E www.arnthan Arntharse pray Foam f �� P roch 60 .- 0 ; 7�1rY �• �1t� �R�hr9 5s ThermalGuard ThermalGuard Therma/Gum CC2 OCI OGg5 & OC.5R Nominal Density: 2.0 IbM Nominal Density: 1.0 Ib/ft3 Nominal Density..5 Ib/ft3 CC2 R-value: 7..0/in R-value:5.24/in OC.5 R-value: 3.8/in Compressive Strength:45 PSI Compressive Strength: 7 PSI OC.5R R-value:4.3/in • Vapor Permeability. 0.8 Perms @ 2" Vapor Permeability.3.6 Perms @ 5" Compressive Strength: 0.6 PS Vapor Permeability. 4.2 Penns C Product Description Product Description Product Description ThermalGuard CC2 is a semi-rigid,fast set, ThermalGuard OC1 is a soft, fast-set, ThermalGuard. OC.5. & OC.5R are closed-celled, spray polyurethane foam open-celled, 100% water-blown spray low-density,open-celled;100%water-blown (SPF)insulation system designed for use as polyurethane foam (SPF) insulation system polyurethane foam (SPF) insulation sy a high performance thermal insulation. designed for use in residential & commercial 'designed for use in residential&commercia wall,attic,and roof-deck applications. attic, and roof-deck applications. Both prc can reduce energy consumption by up to 501, ThermalGuard CC2 is a spray-applied insulate & air-seal the structure in a single system suitable for a variety of insulation ThermalGuard OC1 can reduce energy Y Y o ThermalGuard OC.5R is a bio-renewable pr applications including in-plant, tank & consumption in structures by io s e s that exhibits superior fire-resistance propertie compared to conventional. insulation.systems pipeline, residential & commercial because it insulates.&air-seals in a singlep step. increased R-value. ThermalGuard OC.5 ci 'construction, foundation and below.grade optimized for �ijns>:allation in cold tempera down to 15°F. applications where compressive strength or ThermalGuard OC1 is applied as a liquid and impact resistance are desired. expands over 40x in approximately 8 seconds to ThermalGuard OC.5 & 005R are applied fill and seal building cavities of any.shape and liquid and expand over 100x in approximate ThermalGuard CC2 is applied as a liquid size. It exhibits superior thermal insulation, seconds.to fill and seal building cavities of and expand 25x in a approximately 12 air-barrier, and sound attenuation properties shape or size. They deliver superior the seconds to form a smooth, durable surface over conventional insulation materials and has insulation, air-barrier, and 'sound attenu, perfect for the application of primers or been proven to improve indoor air quality & properties compared to conventional insuli comfort. materials and contribute to.a healthy indoor, finish coatings, -� )utdoor environment. ArnthaneThermalGuard CC2 TECHNICAL DATA SHEET PRODUCTNAME PHYSICAL CHARACTERISTICS i Property Value Test Method Arn khane. Density(nominal): 2.0lb/ft3 --"'ASTMD-1622 i %R-value: 7/inch . ASTM C-518 f Tftrmalftard CC2 . compressive Strength: 35 PSI ASTM D1621-94 Tensile Strength: 70 PSI ASTM D1623-78 PRODUCT DESCRIPTION ; Dimensional Stability: <4%0 ASTM D 2126 Closed Cell Content: 96% ASTM D 2856 ThermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ 1") ASTM E283 celled,245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM E96 foam(SPF)insulation designed for use Fungus Growth: None ASTM G21 in residential&commercial structures, Service Temperature: 250,'(120°C)* exterior foundation or perimeter insulation,below grade applications, *Service temperatures will vary depending on application. Con tact yourArnthane Technical Representative for recommendations and limitations. Always test 2"hermalGuard CC2 for suitability for yourparticular application in exterior tank/pipe insulation and etc. a safe manner. ThermalGuard CC2 is applied as a LIQUID PROPERTIES liquid and expands 25x in seconds to fill Property Value Test Method and seal building cavities of any shape Viscosity(A) 200 250 CPS ASTM D-2196 and size. It exhibits superior thermal Viscosity(B) 1100-1300 CPS ASTM.D-2196 insulation,air-barrier,and sound Weight Per Gallon(A) 10.25 lbs/gal ASTM.D-1475 attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D-1475 conventional insulation materials. REACTIVITY PROFILE Once fully cured ThermalGuard CC2 Property Value remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(777°F) structural strength and thermal Rise Time: 12-16 seconds @ 25°C(77°F):" " insulation properties in adverse conditions across a wide variety of. COMBUSTION PROPERTIES applications. Pro pert Value Tes Method Flame Spread Index: _<25 ASTM E-84 i MANUFAIffTURER Smoke Development: 5450 ASTM E-84 I ThermalGuard CC2 is manufactured PACKAGING&STORAGE exclusively by Drum Weight(A) 551 lbs Drum Weight(B) 500 lbs i Arnthane Inc. Total Set Weight 1051 lbs 1002 West Main Street Storage Temperature Range(STR) 60—80 OF Richmond,MO 64085 Shelf Life at STR 6 months P.814.776.3015 F.816.776.3215 'Do not allow material to freeze.Do not pre-heat or recirculate(B)material as i1 will cause frothing and loss of www.arnthane.com, blowing agent. Storage at temperatures above or below SIR may shorten shelf life and cause degradation or loss of blowing agent Cold material will develop higher viscosity which can cause during processing such as pump CORROSION cavitation and poor mixture of(A)and(B)components. For best processingperformance during application(A) and(B)drum temperatures should be between 60 F—80 F i ThermalGuard CC2 is chemically& PROCESSING PARAMETERS physically compatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115—145°F* wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35—105 OF (PVC),copper,vinyl,and glass. Ambient Temperature: 35—105 OF Substrate Moisture Content: <19% INSTALLATION Yield: 3800-5000 Board Feet Per Set* Maximum Lift Thickness: 4 inches** ThermalGuard CC2 must be spray i applied using approved equipment.Use `Processing parameters&yields can vary widely depending on substrate temperature,type&condition,ambient l:l ratio proportioning system that can temperature,elevation,humidity,equipment and other factors. During installation the applicator must observe the quality and characteristics of thefoam and adjust equipment temperature&prWuie settings as needed to- achieve the specified temperature and accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,and pressure requirements. performance ofthefoam. "AL RAYS test 77ierq ql rd CC2 at desired thickness in a safe manner prior to insulating structureYo ensure that it can be safely installed at the desired lift thickness without risk of charring or combustion. It is the exclusive responsibility of the applicator to achieve proper lift thickness for safe application. Safe lift thickness may vary from application to application. 8t' Edition Massachusetts Building Code M cKEN ZIE ti Mass. Version of the WFCM 110 MPH Exposure B Checklist ENGINEERING Summary of Construction Requirements CONSULTANTS structural civil environmental Project: 4099 Route 6A, Barnstable, MA • Per review of location, site is Exposure B • The Mass Checklist has been satisfied. Standard framing connection requirements: Table 2 from WFCM manual. Anchor Bolt Requirements: 5/8"bolts spaced 36"o/c with minimum embedment of 7" into concrete. Additionally, a bolt must be placed between 6"and 12"of each corner. All sill plates to be connected using 3"x3"xl/4"square plate washers. Floor Construction Requirements: First two joist bays of the floor framing from each gable end to be blocked with TJI blocking or 2x lumber 4'on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6" spacing at the edges and 12"spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior walls to have a maximum splice length of 4 feet and splices to be nailed with 14-16d nails in accordance with Table 6 in the WFCM 1108 booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot for all elevations. For all door and window openings,multiple king studs are required. For openings up to 4 feet wide, 2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required, and for openings 10-12 feet wide, 4 king studs are required. Opening up to 5 feet, 2-2x4 headers ' are required, for openings up to 6 feet 2- 2x6 headers are required, for openings up to 7 feet 2- 2x8 headers are required, for openings up to 8 feet 2- 2xl2 headers are required, for openings up to 9 feet 3- 2x10 headers are required, for openings up to 10 feet 3- 2x12 are required, for a openings up to 11 feet 4- 2x10 are required. Refer to the design document for specific requirements. For shear and.uplift connection of the sheathing,the sheathing is to be nailed as shown on the { design plan documents. All nails are to be 8d or equivalent gun nails(.131 x 2 '/2"). In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to the top plate of single story walls and at least 2"into the floor box on two story walls(Note 4 Sheet attached). 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com Roof Framing Requirements: Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter with 7x-1 Od nails per side. If blocking is not desired, Simpson H-l0A or H-14A hurricane clips can be substituted and installed on every rafter without blocking.All clips to be install in accordance with Simpson requirements. Collar ties are required in the upper third of the roof rafters and are to be nailed with(5) 1 Od nails per side or use Simpson LSTA 18 straps from rafter to rafter over the ridge board. Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 6"on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing,and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection.The contractor must reference the Simpson Strong Tie C-2011 catalog for all strap,hangar, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Architectural Innovations and was based on the floor plans and elevations provided. Any changes to these plans or field changes made may render the requirements outlined in this document nu v id and could result in non- compliance with the requirements of the wind d '9 MARKA 0.39 'T //0 1 1¢ M enz' Pr T ring Consultants,Inc. AL Attachments: Mass Checklist AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CNIR 5301.2.1.1)' y(Z9 q R1'i C 6 A BA ZN15"-rt\GOL-F- M b Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).....................................................................................................................110 mph WindExposure Category.................................................................................................................................B 1.2 APPLICABILITY V Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z. stories :5 2 stories RoofPitch ............................................................................(Fig 2) ........................................... p'l25 12:12 MeanRoof Height...............................................................(Fig 2).................................................. ft `-33' BuildingWidth,W................................................................(Fig 3)................................................ rZft 5 80' BuildingLength, L...............................................................(Fig 3)................................................ ft <_80' Building Aspect Ratio(L/W) ................................................(Fig 4)...............................................�.�`-3:1 Nominal Height of Tallest Opening .....................................(Fig 4)...............................................�2 ice_`-6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)................................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. V Concrete Mason ............. 2.2 ANCHORAGE TO FOUNDATION'•3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)................................................ �in. Bolt Spacing from endloint of plate.............................(Fig 5).....................................—!9—in.<_6"-12" Bolt Embedment-concrete.........................................(Fig 5)...............................................a in.>7" Bolt Embedment-mason .(Fig 5 in.>_ 15" h PlateWasher................................................................(Fig 5)................................................_ 3.1 FLOORS ✓ Floor framing member spans checked ................................(per 780 CMR Chapter 55)............................<...... Maximum Floor Opening Dimension.........:..........................(Fig 6)............................................_.....=ft_ 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... AAA- Maximum Floor Joist Setbacks Supporting.Loadbearing Walls.or Shearwall.................(Fig 7).....................................................eft `s d Maxim Supporting Loadbearing Joists ° PP Cantilevered Flo g Walls or Shearwall.................(Fig 8)...................................................._ ft <_d N. FloorBracing at Endwalls....................................................(Fig 9).................................................................... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness..................................................(per 780 CMR Chapter 55).......................2Le.,L in. Floor Sheathing Fastening...................................................(Table 2)..._ad nails at_fain edge/ in field 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)............................ 5 10, Non-Loadbearing walls.................................................(Fig 10 and Table 5)............................Ift ft <_20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)....................IL2 in.<_24"o.c. WallStory Offsets ..............:..........................................(Figs 7&8)............................................-7—ft 5 d 4 4.2 EXTERIOR WALLS3 Wood Studs / Loadbearing walls.........................................................(Table 5)..............................2x�o - ft in. Non-Loadbearing walls.................................................(fable 5) ............................2x ft in. Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10)....................................................... ... ..... WSP Attic Floor Length.................................................(Fig 11).......................................... ....14ft>_W/3 Gypsum Ceiling Length (if WSP not used)...................(Fig 11)......................................... I4mxft>0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4.ft.spacing in end joist or truss bays Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)......................................�:L ft Splice Connection(no.of 16d common nails)..............(Table 6)........................................................ ..h AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone R Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(fables 7)....................................................... 2 Non-Loadbearing Wall Connections Lateral no.of 16d common nails .r............:..:........t c able 9 .........................plia.ce to ft........) Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table Header Spans ..... . R in.<_ 11' Sill Plate Spans .........................................................(fable 9)....................................W;ft o in.:5 11' Full Height Studs (no. of studs)....................................(fable 9).................................................... ::...{� - Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans..............................................................(Table 9).................................... ft 0 in.<- 12' SillPlate Spans............................................................(fable 9)................................... ft-4;[in.:5 12„ Full Height Studs(no. of studs)....................................(Table 9).........................................................-;Z— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Openingz `6'8' SheathingType...............................................(note 4)......................................................M Edge Nail Spacing able 10 or note 4 if less)......................._in. Field Nail Spacing..........................................(Table 10).................................................17- in. Shear Connection(no. of 16d common nails)(fable 10)................................................... Percent Full-Height Sheathing ..... able 10 ..................................................... 4-1. 1 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening ..........................................................................(y�<5 6'8„ SheathingType...............................................(note 4)......................................................rl= Edge Nail Spacing..........................................(Table 11 or note 4 if less)........................4, in. Field Nail Spacing ........ able 11 .................................................TZ in. Shear Connection(no.of 16d common nails)(Table 11)........................................................._5 Percent Full-Height Sheathing ..... able 11 ....................................................'i1�% 9 g................ . (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)..............J_ft:5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)........................................I....U=OD3 Of Lateral..............................................(fable 12)...............................................L--q(CL plf Shear................................................(Table 12).............................................S=L Plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)................................T Z3 plf Gable Rake Outlooker.........................................(Figure 20).............._L ft 15 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=j�falb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness............................................ .............................................!/_in.>_7/16"WSP Roof Sheathing Fastening............................................(Table 2)..............................................�d..Co Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 6A N ROUTE' .x. x $' P Iine fmPro"- avw i srhe N 14099 g x p TOF 107.06 w m ti seek Location of New Septic System x 0.7' f_- x x a a N ro 50± slew 14.7' New Addition x wow x x. 67'1 ,Q D.B. 13706 PG. 332 v' AREA= 1.5 Aa.* �6 a. 10, x x Note: Property/k,ee shown are j approxbnots Wjc No plan of this lot Could be Ibund arts should be mods and x receded at the Banstoble Re9ishy of Oeeds x _ STREE-T—ADDRESS--4099--ROUTE.6A, BAWNS7ABCE- x ASSESSORS' MAP 336;PARCEL 53 iN��eEY�rG� DEED REF.: BK. 13706 PG. 332 OWNER: JOHN KENNEY Co�rT IPp�2� IS TOWN OF BARNSTABLE ZONING 052 BY—LAW ZONE : RF-2 I CER77FY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA77ON AND BELIEF THE ADD177ON SHOWN HEREON CONFORMS TO 7HE HORIZONTAL SE78ACKS OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND DO NOT �OFMq REPRESENT AN ACTUAL SURVEY � SSgcyG ON THE GROUND. TERRY sP "AS--BULL T" AN WARNER to THE ADD177ON DEPICTED ON THIS A NO.38721 S PL 0 T PLAN PLAN WAS LOCATED ON THE GROUND 9C, ra IN BY TAPE SURVEY ON MARCH 31, 2008 AND BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE OF LOCA770N. N h SCALE. 1"=40' APRIL 2, 2008 THIS PLAN IS FOR PLOT PLAN r " TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 02-364AS.DWG TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . Map '_>5 fe Parcel 05 2. Application# ,;2_0C8Wcc69 Health Division Date Issued c2 Conservation Division .; .} Application Fee Tax Collectors f> Permit Fee 8`a Treasurer O 1 Planning Dept. Oy Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Villages Owner J 0 Ili Address Ld4 j Telephone L-1 ,- ur Permit Request Q_VS AL)(A_5 1--tij 6 c_wrzz,_ Al �-i��z,� D tip�� v�f�� ► tZ-� I/�c-�, �nG4 �tie.A�-r'..'� F�-�2 2r c4' � Square feet: 1 st floor:existing t S proposed 3 2nd floor:existing—t\(k- proposed Total newer Zoning District Flood Plain C_ Groundwater Overlay Project Valuation Construction Type tom . Lot Size f `6, 0J Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 0--- Two Family ❑ Multi-Family(#units) /� Age of Existing Structure Vk2c�►S �{-r CS Historic House: � ❑No On Old King's Highway: IdYes ❑No Basement Type: Z-Full I Y rawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �14 Number of Baths: Full:existing new O - Half:existing_9 new s�� 3 Number of Bedrooms: existing new Total Room Count(not including baths):existing .7 new 7 First Floor Room Count Heat Type and Fuel: ❑Gas 6^Oil ❑ Electric ❑Other Central Air: ❑Yes IffNo Fireplaces: Existing _� -New Existing wood/coal stove: ❑Yes doRo 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 Ao If yes, site plan review# Current Use Proposed Use v r BUILDER INFORMATION Name Telephone Number _ 7 � Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO &3./ 11 G<, IV S SIGNATURE A 1 DATE 1 3 0 • Q,(i i f t FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - - MAP/PARCEL N0. t ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION &ILEW vmm9=m FRAME 0��- 5-0- -5-6 —0dL �- INSULATION F FIREPLACE - - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL k GAS: ROUGH FINAL i FINAL BUILDING 0�C l a 65��- DATE CLOSED OUTI ' ? ASSOCIATION PLAN NO. . pfrtKE TOWN OF BARNSTABLEBuilding °�► Application Ref: . 200800659 BARNSTABLE, Issue Date: 02/26/08 Permit 9 MASS �prFO 339. A� Applicant: KENNEY,JOHN B Permit Number: B 20080364 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/25/08 Location 4099 MAIN ST./RTE 6A(BARN.) Zoning District RF-2 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 336052 Permit Fee$ 196.80 Contractor PROPERTY OWNER Village BARNSTABLE App Fee$ 50.00 License Num Est Construction Cost$ 48,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REMOVE EXISTING SHED ROOF STRUCTURE&BACK CHIMNEY.B ILVW16NCARD MUST BE KEPT POSTED UNTIL FINAL BLE END BED/BATH.REPLACE/RELOCATE DOOR/WINDOWS IN KI CHINSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: KENNEY,IOHN B BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 104 PIERRE PONT ST APT 4 INSPECTION HAS BEEN MADE. BROOKLYN, NY 11201 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY LL'STREET;AY.OR SIDEWALK ORAN " F H ART THE TEMPORARILY OR'PERMANENTLY; ENCROACHEMENTS ON PUBLIC PROPERTY„NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THEJURISDICTION. STREET,OR ALLY GRADES AS WELL AS DEPTH'AND LOCATION OF PUBLIC SEWERS,IvIAY,BE OBTAINED FROM THE DEPARTMENT"OF PUBLIC:WORKS::' THE ISSUANCE OF THIS PERMIT DOES NOT.RE-f—EASE'THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED,AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). .°�5��'1'i.,31i3 � 5 t. ti ,�� r,{R,. a^v,,a, u�{:d t3,,.S,o-�� ix t aa,x r „iz? a'�,n <a-:. ;.'Y� - �• BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health Town of Barnstable Regulatory Services UMN81'ABL& ; Thomas F.Geiler,Director MASS. 039 a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Jct Please Print DATE: /30106 JOB LOCATION: 141,111 kk4t a S'W'tt-j- number street vil e `HOMEOWNER": 1414 VC-i- `111=ci02-9©Ire{ H1-'—`M - ,;V y name home phone# work phone# CURRENT MAILING ADDRESS: 1 uq .Pi e f nw t S+r If00�"-I vt k1 W101 city/town statt 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:Departinent minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature o omeown 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 LiceTmmJg Construction Supervisors,Section 215) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and_adopt such a form/certification for use in your community. Q:forms:homeexempt pmrriptira P:cksgd far dire xnd?xo-F;L=H'RaldeatialEalidlagaT3rste@ t►4tb F 'Pp�1s ' 14'YA�cfhltTM �� -$radaglCooling Wall Floor as=rst Stab azln Ceiba W C1 G1 S �B 8 ! W� �a�, pgulpment E5dcac� . $• UCI Arcs 1. U-valnct R-vslnr' ' X-YaJue Val T ' 570I to 6500 Htating Ikgm Dayi IZ°!,• 0.�0 33 I3 19 10 d Namsat 12% 0s? 30 19 19 10. 6 AJorma! I2% 0.50 31 13 I9 10 5 15-AFM Ill. 036 33 13 25 I'11A N/A. �+iotmal . 'i' � 4 U I5% 0.4 ,Tiormal 33 I9 19 10 d 15°!. 0.�4 31 I3 33' NIA ]QUA 15 AF�JE 33 AFVE jy 153'. 0,32 30 t9 I9 10 Nottnal 13'r Gil 31 • 13 2 NA NIA Normal 13•J. D-4Z 39 19 23 NIA NIA Z 13% 31. 13 19 to d 90 Ann I o�. 50 34 19 19 To 8 90 AF(1z I, ADDRESS OF PROPERTY: ' �. �� Pc lay�•-� ' -- 2, SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 'e-to ` -A at 3, SQUARE FOOTAGE OF ALL GLAZING; 10 -7 4, % GLAZIN4 AREA 03 DIVIDED BY'*2): l .� ' 9. SELECT PACKAGE(Q•-AA-sea chart above): �� DOTE; OTHER MORE INVOLVED IYMTHODS OF DETERMINING ENERGY gEQVIREMENTS ARE AVAILABLE. AsK.US FOR THM INFORMATION, r 13MI ING-INSPECTOR APPROVAL! YES:. N0; 4��•pcd303a Comcast Webmail -Email Message Page 1 of 1 From: tgdepolo@comcast.net To: markhattmanwoodsmith@comcast.net(Mark Hattman) Subject: FW: RE: Kenney addition Date: Wednesday,February 06,2008 8:41:21 PM hi Mark, I will add this note to the original drawings. Please add it to the blueprint set also. Tammy -------Forwarded Message:From:"Joe Madera"<jmadera@shepleywood.com> To: <tgdepolo@comcast.net> Subject: RE: Kenney addition Date:Wed,6 Feb 2008 14:57:42+0000 Hi Tammy, A 2-ply 9-1/2" LVL is more than sufficient to support the columns in question. If the header is 3- 1/2"wide,then a 4x4 will support the header as the load on each post is fairly small. Joe -----Original Message----- From: tgdepolo@comcast.net[mailto:tgdepolo@comcast.net] Sent: Monday, February 04, 2008 11:40 AM To: Joe Madera Subject: Kenney addition Hi Joe, I am working on the Kenney job for Peter and Mark Hattman. It is the same job for the question that I had the other day on the floor joists. On the West gable of the house we have a ridge beam coming down on to a hdr(2- 1 3/4"x 11 7/8"Ivl),which is over a bank of 3 awning wdws. These posts are continuing down to a foundation which is going to have a stone veneer. Because of the veneer we want to cantelever some Ivls to suppot the posts, and transfer the load back to the conc. poured fndtn. instead of at the shelf. I believe you have a 1/4"scale set from Mark, but I will attach drawings of the section, plan and elevation just in case. My questions are: Should I use 46 posts or are 4x4's ok, and what size Ivl's would support these posts. Dan Braman determined the ridge beam load to be 3,000 Ibs at the center of the header. I am going to the office and the internet is not working there,so you can leave me a message at home for this, (508-539-2441), or email me and I will check it when I am back at home this afternoon. thank you, Tammy http://mail center2.comcast.net/wmc/v/Wm/47AC46240008DF05000016OE2213 53 9653 089... 2/8/2008 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information t Please Print Legibly Name(Business/Organization/Individual): � ` l�a^l14S/�L� Address: Ak k%v fo Cit /State/Zi Phone.#: i a CQ 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 g. Z'gemolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp.insurance comp. insurance.$ wired.] 5. ❑ We are a corporation and its 10.❑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 required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have. employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Z. Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other t Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representative's of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation.and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in__(city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations s 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax#617-727-7749 www.mass.gov/dia `4 I Daniel E.Braman,P.E. 189 Harbor Port Rd Caunamagg4 MA M37-0361 <L->-wTG 'P�>u t (-C:) L ,L 3 0 . '20 1 � 050 A.n Z tr R-tJ �T C. �� {.� ®®MA OF c3�,vu-2�1.�v►c»rls C3.t"t�-�-� �v�'1 ^�` � ® 4 ssEQ` ��` G�jo�e 4 —�-l�-t>S C''1/l cat c��(' ILL L Da?id E.&ama74 P.E. �`��c r.1► E 189 Har6or Port Rd Cummapid,MA M37-0361 'C��4:44,A C J rz.. c t—� d s C� �•IZ Y t V-4, -P®s—C . c Q G 5p: —Ah.M �- g �,�►�.j v 0 c`] U .5 2- ~ 4- Lv OFF k c-->ce.A5 �� o� DR IEL E. H C'Wepoe V--akV�Ll �� P� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Maps 6 Parcel Permit# Health Division - Date Issued — ? �- Conservation Division Fee r)a Tax Collector �qTreasurer • /'��n. , Planning Dept. S Date Definitive Plan Approved by Planning Board t Historic-OKro.�k/c!iereservation/Hyannis Project Street Address q®?/ jnfy1gj 5)4o- ,2 rrr+e, Village camm >4 -u 0 /J'I g► `tea"'', - ��o•,.�. ��yl�j� Owner Telephone f��S, -a 8'6 / S��e ►4S �,acc sf�inG , i� i`'�iP S�t� c �cg�ior� Permit Request 41e Lsry demeU4 ski yr Cc- . �C� c� SG..w�� p-•er� s cc.Q Square feet: 1st floor: existing proposed 2nd floor:existing proposed Total new Estimated Project Cost 6CO40 Zoning District Flood Plain Groundwater Overlay 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 O 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 . i 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 BUILDER INFORMATION Name-- FRASFR CONSTRUCTION Telephone Number Address 71 TARAGON CIR. License# COTU T MA 02635 Home Improvement Contractor# 05 Worker's Compensation# PAC°% S 1 S Y 9 a 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .Y t2.vyt oy SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT-NO. $ , f DATE ISSUED MAP/PARCEUNO -• 'T ADDRESS -z ;VILLAGE OWNER- DATE OF INSPECTION: .T `r r• .; ; FOUNDATION t _r ♦ ; i 1 FRAME r G „♦, . '� - •'`� � -� ._ � . ' _ - INSULATION FIREPLACE , _ 71 ELECTRICAL: ROUGH f FINAL1 PLUMBING: ROUGH FINAL GAS: Er t ROUGH FINAL i Yr FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i A 20 (ALIGN WIT"E(I'- y, RE-6U,W IT--_ BN RE-BUILD'TONE .. - 7'_7•(�/-) 7`-7' Ra-5 WALL RETNMNG WNl - NEW RETAINI WALLS CC77 . - - - a•-s• s'a'(+ �'.� t, NOTE: ALL CONSTRUCTION - - NG RE AT® .. . Re-usc Exlsnw sToxe 'MUST COMPLY.WITH THE WALI OUT 2 MASS.STATE BUILDING CODE.&THE BELIJv/ W.F.C.M.FOR 110 MPH WINDS ! 3 EXPOSURE 8 - - T P n ©a. NEW FULL BEDROOM muc.fouuoar oN wau a+Io¢a• ' DROr BOiTLM OF WALL' 9'9•I.�' .l, FC%ISnW i v E LYIsnNG 1O9 PULL f�AIOAT,CN ge4+vi11 r BE oaNOusnFD) c BnEtf TO Han sroNe _ - I I I I I,• r ED mumne I '� 'c�ow++eR POR nuuo+aa _ _ _ - C R B, �_n sxlzFisrelx RlocEe Aeo+E a III I VAr0R W0.RGIE0. 2.G fitAM[WPLL 0.7fi N X( IOOMPAOTED RANVUR aAY _ I - - B'TKC 4'(N-)HIGH FOU OJNL, m I I I Y I I Pouuoar oN wau oNmlc N 9,1r�2'AJ 570 J515. I I \ DRO aTOP 9'6 BOTTOM OP Fro.TO BOON OBT UNE-TWIOLL. - I - - C - Nay I - © -o Ices - - I I I CRAfvL.SPACE _ _ _ oclsnlc - N la'h' snwR c —a ,sT i „•Tn,a.-s•(,/)rncnraern RETAINING WALL N F?19TING STONE REfATdG WALL Dot I 1 CONO.FOUNDAT ON WALLCN,Ods' - - m O I I O LONTINUOU9 CONC fOO1M,G _ - iTOM OF FTG.TO ME f T UNE ACRAWLSPACE i O F— _ - - WALL NifR9B'TICA9: - �I W/O ® o u _ fTTT z14r AYWTn sa anrs - °dm . 1 1 I-I i I 1 r --- ®Iz•oc beRT crux Dnn).sr,aa) _ m dog O ��o 'T di Gov - f%,9TING < q 'TONE IOU.AT—.- FLl.L 111—_-----_J _ - afoot oUNDam+waLL 2 it C"r - FUL1 - ,"�® � ® I '.=C T O S F—,WJED - EnsTINc _ � ; _ - z 1 FOUNDATION - - - WOOD PATIO N7`(+/-)TO VNDER51oe _ )bF Ploowl-c � tyBARNSTABLE BUILD DEF 1 DRENOVATED e © KITCHEN OPTIOWLL - F y z e.,., ._.,.v.=.. CRAWL SPACE FULL ' snNG z F— FOUNDATION DINING • Q Q NERIFYOIMBbblb) _ �A-rH _ ■� 0 z IMPORTANT UPGRADE REQUIRE® � o - - - - STATE- BUILDING-CODE REQ UIRES THE UPGRADING OF II cL p p SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN cL m Q ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED- Q e zz ,. z 0- NOTE', A SEPARATE PERMIT IS REQUIRED FOR to THE LIVING ROOM DEN/STUDY INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT 134 SA TISFY THIS REQUIREMENT. Z $ O LL z & ,� W gg U) CARBON MONOXIDE ALARMS W J MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE a ._ DATE: 02/04/2008.. FOUNDATION PLAN FIRST FLOOR PLAN SCALE: AS NOTED 114.,=V-7. _ DRAWING#. ' Al - 3 U) o > EXISTING SHED DORMER ] 3Ifyc1 D CONTINUOUS ROOF RIDGE VENT G7G7 ROOF SHINGLES TO MATCH GEES a nor rare 2x� 10 I NEW 5HED DORMER z exisling roof I W I REPLACE EXIST.WDWS I new roofZ F- a WITH NEW MARVIIJ DBL HUNG I Z 5 ETAL III AND AWNING WDWS I DETa15 V MATCH EX15T. IWO..neat III I IIIIII I I ALIGNkFFITS MAIN HOL15E Tor ru55e_ IIIIII I NEW MARVIN AWNING ®® z ®® I LW WINDO ®® 5 PI NE b IIIII ®® IIIIIIIIIII CORNER PINE BDS. = it I I I I I I I I I I IIIIIIIIIIII C MATCH EXIST. O I I I I I I I I W.C.SHINGLES E EX m I I I I I I I I 11 it I T TO MATCH EXIST. Z rIR9T Nmrc existinvfirst floor first fioor— Q O si7u eiw OLu NEW 1 i I CRAWL existing front elevation to remain as Is existing house to remain as is existing house with renovalior I SPACe I new additions I I II rode b I I NEW FVLLBASEMENT � (---3--��-- _ �tI Itt ____ ___________ existing basement slab � L �J FRONT ELEVATION P`a�°�d RIGHT SIDE ELEVATION _ ---------------— 114"=1,.0' 1/4"=i'-G' NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE MASS.STATE BUILDING CODE, AND THE W.F.C.M.FOR 110 MPH VIANDS EXPOSURE B z O N CONTINUOUS ROOF RIDGE VENT CONTINUOUS ROOF RIDGE VENT TCH I.i RAKE TRIM existing shed dCIrYU'f TO I J Ex STING TO MATCH COSTING ROOFSHIN COS TO MATCH COSTING SHED DORMER DETAILS TO MATCH EXISTING 2 NEW SHED DO 10 MER 12 1 MATCH EXIST.DnS. 6 12 existing dormer N O3 beyond 10 I MARVIN 5DOUBLf-5'E HUNG O I MATCH -Sizes ra 1 NEW MARVIN WINDOWS AND DOORS III MATCH IXST. ALIGN SOFPrt� 5QE TO MATCH EXISTING I I I I I I A IIII uall[ III 11'Ill I sOPHT DETAILS �� f TO MATCH IXST. r� I.Q 5 PINE I�6/5 PINE f GARNER BDS. CORNER BDS. 0 MATCH EXIST. IIIII MATCH IX151. b O 0 d W.C.SHINGLES IIIIIIIIIIII I V/.C.SHINGLE O. Q m �EXPOSURE III EXPOSURE TO MATCH EX15T O I I I TO MATCH EXIST. n C f B B 8 B I. ddit9 roor existing house abseiys ond dditi toremoin with ex f aexisting house toremoinasis m ennW z MARVIN AWNING h _O WINDOW C C O�e 0 o Z K RENOVATED SHOWER de beyond I I new additions I 1 I I I I b enSling Stone retaining wall I IN NEW LOCATIONLLI ,l �gr de existing stone retaining wall ►/ I I i r_---- L�=--=-------------- i VENT.BD. ~ I I basG'm t slab I IIy- — -- 1 1 CUSTOM OR. ' W L�------- -- ------�� ---- NEW CRAWi SPACE 1—__-------------� r ---- WITH ACCESS DOOR r— NEW RILL BASEMENT existing pause with renovations new addition DATE: 02/O4/2008 SCALE: AS1401ED proposed' Oropo56d' LEFT SIDE ELEVATION REAR ELEVATION DRAW NG* I/4"=I'17' /4"=I'-0 A2 - 3 Rf#IOVE E%ISIING •. �� O MASONRY QWNF - AT COIITIN.ROOF RIDG[VBR 2rD ROOP RAFTERS Q IC O.0 "- CONTIN.ROOF ROGeM 0 {y W/1/2'm D.SnFATXMG. O R-SO XMY POAM M9UL,AND 2.12 RIDGE BO.RD . 412 EASTERN F. ROOF S4ING1ESTOM4T01 DROPP®R2)G[BBVJ IXISTING ERSTING R1Df£M. - ROOr 9nINGLES u.l TO MATOI BRSTNG 12 W 1/2'CPXFL B.e TC ROOF DnNae 2 NOT[:VeRIrYeOrWnRRH#. W/V2.OJ%PLTWD.9MUTIIW0. NOM1• 10 TO AT.EJJ°viR1G G� i2 ADJUSTTFIAT NECES9ARYT0 RSO 511- � — wtNS S@W DLeS1. 10 9pFPR D[TAIL9TOMATOI A—5CFHT5 uKeTNANE INeM Tp NEW 190 PR 11 1 LDRSTIN6 MAIN 1ro11X r 1 IITs,s9n. D iNG IATTIC�Ia DOAMeRfUre / 11 rmT IC 19"—peA'T- oR�wiO01UISTING KTOre wG ' I<O __eZE Bp, / NW II 2.I O�lIN6 JOIST9�ICO.G 6. L--J � MaRNN AWNNGWDW BED OM Tar rwre aot+/-1 TO Ewsnua9ornreD. °� --...I L_—�-- TOr OPPUre --- -- — -------- 7'2•PXI9T.KfTO1.rUT[M.(+/-) i3 (+!-)f109T.WgN C-1111-1-Al-IIDN WPIDOW9 } I - w-OJST.WDW 14JR M. MARMN DWBIEMMGWDW �� (STING _ 3 1 �1 MaRVIN DOUBLE MUNGWDW 1= a / b 3 2K ECTOt.STUD WAu9W/DPRAY rOSTTI O IT OST 3 d, 1 CHEN tV ;� Zx6 OOFR.9TUDWAu9W/9PRaT BATH = roAM lu9uunou.lrt m%nTwD. 11 II n 1 i� - oz FoaM W9uunou_vrmxrLTwO, nOUX WRAP 1 W.C.9tRIGtE9 9/4•T.rG.PLYNOOD Y0'IDORe-r,TA.' X WRaP♦W.C.91DY E9 5 EV09UR[TO MATO1 ROBING® S I/2'AI920 rLOOR JOISTS Q Ic G 1 5 EXPOSURE TO MATOI VZ ® - 11 R-19 FIBERGIA99 AO5"A 1 p �BnNG T.W. DOD 9uanmc Bloam+G 1" 1 PIRSTftODR®ADDgW B TftOOR RR9T!D AT BATn 9 2." rLOORJOISTSQIC .G RRSTRL TOAUGNWIMNTORBI / I . 2.G=IT.lr—.T9. r.T.A2 GRADE 9ALPUre / D W 9 4 LVL am C SHEIP TO BOLD STAR VBJ®L Z - T09UPPORTPOSTS - -ra_°a 2.G E%TER.STUDWM " w.G WOOD FRAM[BASB.Of!WALL v .v..o mmc TO F01MDA ON WALLS NEW/IXBT. 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S2 SECTION AT BATH/HALL XE WFCM TABLES I2 20.9 ID.UPLFT S1 SECTION AT MASTER BEDROOM$BATH A 3 A 3 WA LLUDOWG To.—ED FOR A I IOMPn OP09URED 8-XLOND GUST WD1D Yf® ' INSTAIL PER MANUF.OISTRUQIONS ' 0 DD WALL SnB_G 2X10 ROOF RAFTERS 016.O.C. sEe wrw rwatm to MRI UruPT e=AF Sff WPCM TABLES7b LLI - NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE - Set WFOA NOT® �IJC)lJl)l.JI.JCJr� J MASS.STATE BUILDING CODE,AND THE W.C.F.M.FOR � 110 MPH WINDS-EXPOSURE B BLDOUNG auo couNErnor»DnA}LLee Dt- D L Lu - PROVIDEDAT NEI eDGn PB'llBIgMAR TO RCOF rRAMING MENDERS&Tn[FFST 21 B 2110 TWO JOIST 9PAC[9AND 91MLL[R'JPAL® �j v/ z NE WINDOW AND EXTERIOR DOOR SCHEDULE / \ ST— Par II• ��/� TAPPED UNDER 9OLMre v/ KEY MANUFACIIJR RBA NO. OTY STYLE ROUGH OPBUNG MATek1 m _. \\R See WFCM NOTeS Z A MARVW FRB DOOR G-a.6'8 WOOD/AWN.QAD/GIASS / I 1 I\ O SD'ANO10R BOLTS WIBf 919•a 1/4•rUre W0.9nEP.9 Q B MARVIN CUQ12422 DOUBLt HUNG 2'-G W&..a-47,DF WHITE AWMINIM CUD //I 1 \ _ C-12•FROMBJD PIAIp m 1 U LAYdN _ -12C OMIDEPOR SMO)M UJ c MARVIN cuR 2420 T.AN -2'-Gaw. T-49/16' "MAWMINJM CLADI\ (n — f D MARAN CURTT2416 DOUBLE IIUNG 0-69/B•. &-47,0• WHITEAWMINJMcuO —B b0 I LLL _ I Q Q Z NOTE:VERIFY WDW MANUFACTURER AND STYLE WITH OWNER MOP,TO CONSTRUCTION. �® 1IF Z � � USE WINDOWS THAT ARE RATED FOR I 10 MPH WINDS OR STORM PANELS MUST M MADE. r LL Z O U- INTERIOR DOOR SCHEDULE i EwsTIN 3 ROOF W 1 I E a KEY MANUPACNR6L Size ON STriP ROUGH OP@LNG MATHtUL 1 I F 1 I I BRD9W 2'-6.6'-B RH 6PAN6 92'.69• S.C.MASON WTE 111 . 2 DROSCO 2'-6.6'-B' LH 6P-EL 92•.0.4• S.C.MASONTE d' - ~ a � 9 BR09c0 4'-a.6'-B• 4'DBL DOOR S.C.MASONTE 4 BROSCO 2'-6.G'-B RH 6P-EL so.as' 5.C.MASOWM _ ROOF FRAMING PLAN S3 TYPICAL WALL DETAILS ' "DATE: oz/10/2006 A 3 r=r-0• Ibf ra' SCALE: ASNOTED DRAWING* A3 - 3 �r 6 L acre ate . ...... U N � e�c:;y4-�r►�. � p `b goo'. �we�l i no1 'Duk.. ex.iy� I0 oc �pM � r C- 0 b+c remov ed Fr7l p neW f'61'auhi Wa�t�j +v wio+cw ex-wh i shy 5 r i V Its rp 5- 1 t o � __. o / E- r . y 11 k zo V iQ ZC07 .01 -MAP 336 LOT 053 `��\ MAP 336 LOT 051 #4083 #4084 N/F N/F rD ----------------- \ HRU �`�\ L A L I B E R T E, J❑H N A T B U R T❑N, B E V E R L Y A ---------------------------------- l�s--- \ & SAND y XISTING DECK- BE ------ = � R �A'6ED WI TM 1' Q. — ---- AND WALKWAY --- . LIMIT OF _ " 'FIRST --_ — - WORK FLOOR DECK dF- � MAP 336 LOT 054 �\ --- --- ------ =, "---- 50' BUFFED` N/F ENCROACHMENT' 6 ` _ a� �'�.�\ KRAME � R, J❑YCE AREA=63 S.F. t ` .� & NAGLE, MARCIA �9 -------- x Y � LOCUS MAP NOT TO SCALE --- ................... BENCHMARK ------------ MAG --------- , - ;'=-s-ram LOCATaED ----" S IRS Am'�1pp ti:., �, '� SIDE WALK ACROSS STREET STD WALE:. ` , `, ELEVATION = 37.22' PROPOSED REPLICATION AREA — 528 S.F. t �;, �; GENERAL NOTES RELOCATED ` DRIVE, 66 S.F. `•� `�' \\ 1� t �'\• \ �'\, i 1. RECORD OWNER REMOVED FROM 50 BUFFER ` CROWELL, THOMAS P & DEBORAH G 15 NATHAN PRATT, #4 CONCORD, MA 01742 `, `. BOOK 27757, PAGE 180 �•`! i NO PLAN PROPOSED 2. PROPERTY IS SHOWN AS LOT 336-052 ON ASSESSOR' REPLICATION ' MAP AND APPEARS TO LIE WITHIN THE RF-2 DISTRICT AREA — 172 S.F. t � � � �, � AND THE AP (AQIFER PROTECTION DISTRICT) PER THE BARNSTABLE GIS RECORDS. 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON �F + THE GROUND SURVEY CONDUCTED 02/14/2014, LINES OF SETBACKS R F ZONE OCCUPATION AND FOUND MONUMENTATION. ,qw� ; 4. ORIGIN OF ELEVATIONS IS ASSUMED. BUILDING SETBACKS (MIN.) MAP 335 LOT 026 j 5. PARCEL LIES WITHIN FLOOD ZONE C PER FIRM FRONT YARD 30' #4093 MAP 250001 0001 D LAST REVISED 7/2/1992 AS SIDE & REAR YARD 15' N/F SHOWN ON THE FEMA WEBSITE. ALIBRANDI, MARSHA 6, EXISTING CONDITIONS SHOWN HEREON WERE COMPILED i FROM AN ON THE GROUND SURVEY CONDUCTED 02/14 AND i PLANS ON RECORD. r��E of7. EXISTING SEPTIC FROM PLANS ON RECORD Existing Grade Inc. AT THE BARNSTABLE BOARD OF HEALTH. 49 Surveyors & Civil Engineers QF GLE CLIENT PROPOSED ADDITION , PLAN 1533 SCALE PROJECT NO. PO Box 612 SS _ ARCHITECTURAL INN❑VATI❑NS FOR DATE: .04/30/14 Dennisport, MA 02639 No. 39M 0 15 30 P,O, BOX 2056. 4099 ROUTE 6A SHEET No. 508-694-6501 Ph/Fax e '�FSS1 11 REVISIONS C❑TUIT, MA 02635 CUMMAQUID, MA 02637 1 OF 1 N DATE 1 I replicate exist.chimney Z using restored brick �_ Q WINDOW AND EXTERIOR DOOR 5CHEDULE } 43== I KEY MANUFACTURER ITEM NO. OT' STYLE ROUGH OPENING MATERIAL Z Z A MARVIN CUGH2424 DOUBLE HUNG 2'-G 3/8"X 4-87/8" WHITE ALUMINUM CLAD ///� B MARVIN 5068 FRENCH DOOR 51-X G'-15" WOOD/AW M.CLAD/GLA55 - architectural asphalt shingles NMI pewter wood" C MARVIN 80G8 FRENCH DOOR 8'-0 341 G"X G'-10 1/21'. WOOD/ALUM.CLAD/GLA55 (On existing roof) D MARVIN 8020 TRAN50M 8'-0 3/I G°X 2--0 1/2" WHITE ALUMINUM CLAD WV �! O E MARVIN CUAWN2828 AWNING 2'-5"X 2'-3 5/8"' W11ITE ALUMINUM CLAD 1 ` = a F MARVIN CUGH2414 DOUBLE HUNG 2'-G 318"X 3'-0 7/8" WHITE ALUMINUM CLAD 1 V G MARVIN 2GGG FRENCH DOOR 2'-7 5/8'X G-8"' WOOD/ALUM.CLAD/GLA55 ® Q �I ® ®® ®® — — ~ existing second floor m existing front elevation to remain as is ;BAR 13 2014 proposed GROWTH MANAG 'p EN g FRONT ELEVATION z Z 1 ff=1'-a' o W l x8 rake with 1 x3 rake trim (match plate of exist.) replicate exist.chimney z using restored brick O new rear dormer,. N r— (match plate of exist.) 12 (-- 1 x8 rake with 1 x3 rake trim remove existing chimney (+/ 3.5 0' o w typical j j ceiling height Q 0 C/) 12 0-37(+/-)FX15T.DORMER PWTE ¢'4•(+_ J a Z existing 10 5- E—TW — WHDR shed dormer 1x5/lx6 corner S. ® J m ® W M (beyond) ± z architectural asphalt shingle" z'-o" N 12 pewter wood" N a ~ a ed v4 III ^ Q Marvinpropo windows (new p'6rch roof) I I(�I III J < 1 x4 casing existing second floor M W g i l l l TOP FL-ATE- white cedar shingles Q m W to match existing a 1x5/Ixb comer lods. — ® � 0 w 'cal IIII ® + 2 z neW wood deck A A I I I I I I I 1111 1 ~ m W and steps to grade (behond) I I I Z w C0 ne door (new porch) existing first floor Q e/ existing first floor — — _ r a m _ z Q s e ne existing stone retaining wolf o 0 0 0 o 0 o m d _ W ttt 0 0 0 0 AP^R®V "s® V o I existing house to remain }®„J X I I new additions I a r pPR0 9 2014 DATE: 03/12/2014 Town of 9arnstabie SCALE: AS NOTED proposed Old King's Highway L E F T S 1131 E! ELEVATION cOmm°ttee DRAWING#: 1/4"=l'4Y 3/5/14 1 3 G 10 HI _ 2 F j . 1 M z Z replicate exist.chimney lx8 rake board w/1x3 rake trim N O using restored brick 12 proposed dormer _ $ a Q N match existing plate ht. !<3 a 3.5 I —�—remove exist.chimney 1 x5/l x6 comer bds. I I Z exist.ceiling height I I Z 12 — o Ja U = existing (+/-)10 7 FEMI o N L architectural asphalt shingles ram' x .pewter wood" W III � a existing second floor I IIII I III I — — III ;I;I;I;I I I IIIIIII 1 U z ® ® new deck a ® ® I I I I I I I ® ® and steps to grade + IIIII IIIII IIIII111 a = I I IIIIIIIIIIII G I I I I I � — I I U ( H - IIIIII ^ � IIIIIII III IIIII II IIII II 0° existing first Floor ® existinq_ — first floor I IIIIIII first floor_ — — — IIII — a replace existing door RECEIVED existing house to remain as is ►"iFiK 3 Zn�4 PROPOSED -ENT RIGHT SIDE ELEVATION basement slab GROWTH MANAG Z 5 w replicate exist.chimney architectural asphalt shingles using restored brick pewter wood" Z ON proposed o new shed dormer Marvin windows J lx4 casing W w.c.shingles — — Q fn to match existing a I architectural asphalt shingles 7 w/Ix5/Ix6 corner bds. ® ® J a Z new doors and transoms I "pewter wood" / F F F W m O to replace windows I proposed ! soffit details in existing dormer I 3 Marvin wind to atch existing 12 a ~ a4 a Q 1x4 casing — — { existing second Floor U � > W UTI [a]- - a m J I IIII ® + t ® ® < a L1J new deck I I b m and steps to grade IIII A A ^ E A = Z Q m W existing first floor existing first floor existing first floor Z w Q W O w.c.shingles to match existing y I o w/1x5/lx6 comer bds. Z O new porch ® Q it APPROVED m existingde a A W I I existing house.to remain I I I I t U Q I I I I/ new add Lion to align with ex sting gable hl J APR 0 9 20% basement slab I I I I I I r a ��---------------- -- — — — — t ------------------ --- � Town of BamSta a DATE. 03�12�2014 1 Oid King's Highway PROPOSED Commdtee SCALE: AS NOTED REAR ELEVATION ' DRAWING#: 3/5/14 I 3 6 10 H - ;p OKE DE TORS REVIEWED N Z z -/y �J ° 1 s, BARNSTABLE BUILDING DEPT. DATE s, 11x o E Z f I FIRE DEPARTMENT DATE 4'4 z BOTH SIGIVATURESARE REQUIRED FOR PERMITING 6 I 12 (EXISTING WINDOW") (xj ----------------T--- --------------- ------I v H Q a J (MATCH EXIST.WOWS) V I NEW ROOP � i I O C� i 5YMBOL LEGEND ± g NEw ------------J 51MP50N 5THD 14 : a F MASTER N 612 8 BEDROOM z APA PORTAL FRAME ® _� _ a RENOVATED F OUTDOOR I I FAMILY ROOM SHOWER i I i NAIL 5PACING E E C NTER C I I I � mm NEW'tAYON ROOF i i INTERIOR WALL 2x4 `= 99\ 2'-a• z EXTERIOR WALL zx6 _ o L--- -------------------� I NEW WALLS (2, s5 W I -D(I TING < ti 3-O' S"x R M D I TUB ASTER BATH g +� xKxJ x = #king *jack studs BATH i O m i use 2K I J unless noted otherwise EXISTING 12 O CN�LOSET I CHIMNEY ® ® U SS 4 w TO REMAIN H ————r .I W D: 0 w EXISTING FE U, Io I o TO LU KEMAJN Z' Q L- -------- I (RE USE IST.WO G I I I F I NEW STONE WALL N 12 T LU U 8 TO MATCH IXIST. -1 1 1/2' 91-0 112' I L is o 1 8a I I-. 5 i NEW a j3 r0 I I i NEW STONE STEPS PROPOSED PORCH W O WALKWAY N T, Lu F- I i I z Qz U) TO REP ANEW CE 2 C V N EXISTING REP F >> I W p Q W I I i MATCH EXISTING EXISTING i STONEWALL 0 4 7, 21-0 1/ KITCHEN I - I TO REPLACE FILL-IN O EXISTING REWORK EXISTING EXIST.WOW EXIST. W MATC WDW , STONE WALL — UP ----- --------1---- --------- r-----'---- LOCATION le-r^a+:el ATTIC EXPANDED i'u$ RENOVED Z 3 AT pa5��i4 CLO5. STUDY/SITTING I I Z "e 1 PVVD. a lu- RE-U5E DN ISTIN ---- I DN DOOR G IIJ 9ATH EX15TING WALL / 4'CASED OP. CL O m �n ------ ------- ---- ---- _ ---------------- ---C. _ --- REDUCE EXIST.C. T04' G,L ---- Q,3F �� rh'ji, IX15TIN6 ryi¢�v � C BEDROOM ,_.o-M.1 a .., . fA J Z EXISTING Q EXISTING EXISTING CL S. BEDROOM LIVING ROOM DINING ROOM m J W r a. EXISTING ., N 1'.10°KNEE WALL I'I O'KNEE WALL ENTRY O 0 0 I I � � J --------------------------------------------J ♦• LL 1 W t F DATE: 06/11/2014 SECOND FLOOR PLAN FIRST FLOOR PLAN SCALE: AS NOTED 1/4"=1'-0" DRAWING#: Al - 5 U) Z WINDOW AND EXTERIOR DOOR SCHEDULE e J{{� REPUCATE EX15TING CHIMNEY p :R KEY MANUFACTURER ITEM NO. OTY STYLE ROUGH OPENING MATERIAL g N B MARVIN 5068 OX LH FRENCH DOOR FIXED/ACTIVE 5'1 518'X G'10 1/2" VERIFY,TO REPLACE EXISTING ~_C a E (VERIFY) MATCH EXIST.BR TRANSOM AWNING NERIFI7 WHITE ALUMINUM CLAD ZA.M1 C URAL ASPHALT SHINGLES 4 'PEWTER WOOD' 7 G MARVIN 2GG9 FRENCH DOOR 2'7 5/8"X G'8° VERIFY�TO REPLACE EXt5TING H (VMF)) RE-USE EXIST.BR WDW(SIDE) DOUBLE HUNG (VERIFY) WHITE ALUMINUM CLAD 1 MARVIN (MATCH EXIST.LK WOW(REAR) DOUBLE HUNG NERIFY) WHITE ALUMINUM CLAD gg J MARVIN (MATCH WOW'H') DOUBLE HUNG NERIFY) WHITE ALUMINUM CLAD ® ® ® ® ® �Z$m z ®® Q ir z a z �® _ _ F N EXISTING RRST FLOOR O Q m Q 1=- W x ❑ Cl Cl EXISTING FRONT ELEVATION TO REMAIN AS IS ❑U, 2 Z Q� Q w U �a FRONT ELEVATION $aOn >No 1/4"=1'-0„ o W � U z oZ U W �U US Er o� REPUCATE EM51TNG CHIMNEY U51NG RESTORED BRICK EXIST. HIMNEY EX151TNG SHED DORMER C I XB RAKE WITH I X3 RAKE TRIM TO REMAIN (MATCH EXISTING) Z EXISTING CEILING Hi. O 12 V3'(+/-)EXI5T.DORMER PLATE •_ EXISTING SHED DORMER I III I Q 1 5'-n•(t/_)EXIST.veD.v NOR v, (BEYOND) (+/) ARCHITECTURAL ASPHALT SHINGLES ± I 1 a � NEW SOFFIT DETAILS 1'1 'PEWTER WOOD' iV w C ` / TO MATCH EXISTING 12 I ® III ® W 4 FRONT SECTION OF HOUSE / I W (TYPICAL) (NEW PORCH ROOF) I I I I III II• J J D05TING 2ND FLOOR _ m W REUSE EXIST.WD�If I I II II I TOP elATe_ Q F IX4 CASING I X5/IXC CORMEP,DDS. (MATCH EXIST.) ® IEM ® I I ® ± N C ', H H I I IIIIIIII�I�I I I b � a R WHITE CE IX1 CAR SHINGLES B I I I I I I I " < J Q 0 (EXPOSURE TO MATCH 5T.) _ I I < FIRST FLOOR NEW DOOR (NEW PORCH) J m Z EXISTING FlRSi FLOOR (ALIGN WITH EX151TNG) W Ir MARVIN AWNING WDWS E new I X4 CASING O o O O 5 ne O LEXISTING STONE RETAINING WALL O O O O O O O O Z Q NEW ADDITIONS I ( EXISTING HOUSE TO REMAIN ' u- f---------- - w _ Ir--------- LU - - ��---------------ZS It= DATE: 08/11/2014 LEFT SIDE ELEVATION - SCALE: AS NOTED 1/4"=1'-9- . 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