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HomeMy WebLinkAbout0045 STRAWBERRY HILL ROAD 46 ... E r t o o 4 i 4 . s E r, 0 n tl D Ln .°n Ln C ru Ln Postage. s $0.45 ��aISPORj�9a r-q' CertMedFee $?e95 l 01 c�6+ C P $Re Receipt Fee C3 rsemem FE 3 y g Here O (Endorsement Required) �.35 �J � Z� Restricted Delivery Fee (Endoreement Requirem $0.00 A Q Total Postage&Fees $ ,. $5.75 02/ Y "� r'q Sent T, r-qC3 @ J_e ✓1 o __.. /�E�r� YuYreet .No. 11 /r or PO Box No. �...�. Tr----- G't/' :____ _&� Certified Mail Provides: a A mailing receipt a A unique identifier for your mailpiece a A record of delivery kept by the Postal Service for two years r Important Reminders: t a Certified Mail may ONLY be combined with First-Class Mail®or'Priority Mail®. c,.. o Certified Mail is notavailable for.any class of international mail. a NO INSURANCE'COVERAGE"IS'PROVIDED with Certified Mail. For valuables,please consider Insured or,Registered Mail. a For an additional fee,`a Retum Receipt may be requested to provide proof of, delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested°.To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. t..,f1 o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 Town of BarnstableBuilding rwsavSra Post This Card So That it is Visible from the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted �a �� Until final,Inspection Has Been Made. - s6�q. ti F y . 4. O Where a Certificate.of Occupancyis Recluired,such Building""II Not-be Occupied'until Ta Final Inspection-has been made,- Permit No. B-19-1460 Applicant Name: O'NEIL, KEVIN M & NANCY P TRS Approvals Date Issued: 06/19/2019 Current Use: _ Structure Permit Type:' Building- Detached Accessory Structure- Expiration Date: 12/19/2019 Foundation: con �`/� e", Residential" Map/Lot: 246-038 Zoning District: RB Sheathing: Location: 45 STRAWBERRY HILL ROAD,CENTERVILLE Contractor Name;°-. Framing: 1(Z - /3 Owner on Record: O'NEIL,KEVIN M&NANCY P TRS Contractor License: 2 Address: 45 STRAWBERRY HILL ROAD Est. Project Cost: $ 165,000.00 } Chimney: CENTERVILLE, MA 02632w` Permit Fee: $941.50 Description: Build 2200 square foot detached garage Fee Paid-.t S 941.50 Insulation: Project Review Req: AS BUILT SURVEY REQUIRED BEFORE START OF FRAME. -Date. 6/19/2019 Final: n� f a Plumbing/Gas Rough Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced wi thin-Six months afterYissuance. Final Plumbing: All work authorized by this permit shall conform to the approved appl cationand the-'approved construction documents for which this permit has been granted. Rough Gas: 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 the Final Gas: work until the completion of the same. Electrical �'I i..._....._,.g_Fire Officials r provided on thispermit.The Certificate of occupancy will not be issued until all applicable signatures b the Bui d n and. re Offiva s are p -p Y pP g Y g Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection t Rough: 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 .Final: 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. Work shall not proceed until the Inspector has approved the various stages of construction. Health "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: OF IKE r, Application Number.........4.— /Y6 ............. BARMABM COD to NAM G;kb Permit Fee...... ....`. .................Other Fee........................ z TotalFee Paid.............. .................................................. ...... on....(VJJ!�//2........ TO" OF BARNSTABLE Permit Approval by.... BUILDING PERAHT -e Map...... ................Parcel............00.13 ................. APPLICATION Section 1 — Owner's Information and Project Location L45 S , Project Address -rV_AAJ-� R e eK V L.(— Village GcLIEZ-�u Owners Name Owners Legal Address SA M 4 City - C-C-tJ ►t7;M--V C LL� State A zip Z) Owners Cell#-'77q 53"J [�, E-mail k2IZZ,� So CeV , e_o Section 2 —Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3— Type of Permit New Construction ❑ Move/Relocate E] Accessory Structure E] Change of use El Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck Apartment El Sprinkler System F] Addition ❑ Retaining wall ❑ Solar El Renovation F, Pool El Insulation Other-Specify Section 4 - Work Description Last undated: 11/15/2018 Application Number................ Section 5—Detail i Cost of Proposed Construction , 0 D O Square Footage of Project 2;2--00 j Age of Structure 2 c,J Dig Safe Number # Of Bedrooms Existing Q ` ' Total#Of Bedrooms (proposed) D 110 MPH Wind Zone Compliance Method MA Checklist ❑ WFCM Checklist ❑ Design Section 6-Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 The Commonwealth of Massachusetts Department of IndustrialAccidents.. Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.goy/4ia Workers' Compensation Insurance,Affidavit: Builders/Con_tractors/Electricians/Plumbers Applicant Information Please Print L ribly Name (Business/Organization/Individual) e2�1 its 61t c. Address:• ST41k,o City/State/Zip: S JL�G Phone#:Are you an employer?Check the appropriate box: . Type of project(required): 1.❑ 1 am a employer with 4. E] lam a general contractor,and I- employees(full and/or part-time).*_ have hired the sub-contractors 6.- O ew construction 2.El.I am a sole proprietor or partner- :. listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for mein any capacity. employees and have workers'` [No workers'comp.insurance,ty comp.insurance.: 9. F Building addition required,] 5. ❑ We are a corporation and its a 10.E Electrical repairs or additions 3_y�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., tdontractors 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. r Insurance Company Name: 0 [_I �J 14k L- Policy#or Self-ins,Lic.#:A i?U Expiration Date: 2-D Job Site Address: City/State/Zip: 2S��Lt-(. ,, v •� �1 Attach a copy of the workers'compensation 6licy 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 insrrance coverage verification:. I do hereby certify un r the pains and penalties of perjury that the information provided above.is true and correct Signafore: Date: Phone#: Official use only. Do not write in this area,to be completed by.city or town'official City or Town: Permit/License Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4:Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts GeneralLaws 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 joint enterprise,and'including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold,the issuance or, renewal of a license or permit to`operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required.". Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers',compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited_Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners;are not required to carry workers' compensation insurance. If an.LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being 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 thathas 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 homeowner or citizen is obtaining a license or permit not related toIany 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 bike 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 Ogee of Investigations 600 Washington Street Boston,MA 02111 - Tel.#617-727-4400 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-774 wwwmass.gov/dia. 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: // Telephone Number 7 7 �c'� I (Cell or Work Number S 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 y 780 C and the Town of Barnstable. Signature Date 1�7 x .. APPLICANT SIGNATURE Signature Date ?Q Lv(- r Print Name 44 C_ Telephone Number ,6 ( E-mail permit to: L(TV, CG(VL_. Last updated: 11/15/2018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department,for approval Section 13 — Owner's Authorization i as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by g P PP this building permit application for: (Address of j ob) Signature of Owner date Print Name Last updated: 11/15/2018 Igo�e��� � � ' 'Fi 1e u.�eY W5 S{���1�f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map CS� Y 6c' Parcel Application # S Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address v Village r-Owner &fjA7' 11A) � l Address r- Telephone—�_�� Permit.Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay r Project Valuation! ,°'b Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area .ft) r a Number of Baths: Full: existing new Half: existing ; nQw Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor RoFm Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woodcoal 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 r.. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name lephone Number -774 �12 8q`6 st?".4>> AAddress d, License # Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1��_-- SIGNATURE DATE Z, Z FOR OFFICIAL USE ONLY PPLICATION# DATE ISSUED MAP/PARCELNO. L ADDRESS VILLAGE f OMER a; DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL c GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT k. t ASSOCIATION PLAN NO. e ,A L Town of Barnstable 11C1I1 Post T.h�sCard Sp That etas Visible From.the StceetA roved Plaris�Must.be Re#amedpn Job'andFttiis"Card Must be Ke t DnxrMAea.�, Permit Permit NO. B-19-66 Applicant Name: O'NEIL, KEVIN M & NANCY P TRS Approvals Date Issued: 01/16/2019 Current Use: Structure Permit Type: Building-Stove Expiration Date: 07/16/2019 Foundation: Location: 45 STRAWBERRY HILL ROAD,CENTERVILLE Map/Lot 246-038 Zoning District: RB Sheathing: Ra Owner on Record: O'NEIL, KEVIN M&NANCY P TRS i Contractors Name. Framing: 1 Address: 45 STRAWBERRY HILL ROAD 3 Contractor,License: 2 -s`"� s ect . CENTERVILLE, MA 02632 EtPro Cost: 000 $*w ' j, Chimney: Description: VERMONT CASTINGS 2040-fif1352250 Pe mit�F e: $35.00 Insulation: Fee Paid ) $35.00 Date '' 1/16/2019 Final: r„ Plumbing/Gas Gas Project Review Req:- d � g/ Rough Plumbing: Building Official Final Plumbing: Rough Gas: Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after Issuance. 2, 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 struciur,e s 11 be in compliance with the locel zornng bgy lav✓s and codes. Electrical This permit shall be displayed in a location clearly visible from access street�or road and shall be mama med open�for public I sp ction for the entire duration of the Service: work until the completion of the same. � i "K, r Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department 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). ,. Town of Barnstable ermit: • �TME'gw� Building Department Services ate: I I � o; TO'NN OF BARNSTAWan Florence,CBO "B`Z. Building Commissioner ee 6 k-` '1 J`JI 8 2.001GI65 street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 3 --} ,—T-0W ?F BARNSTABLE SOLID FUEL STOVE PERMIT Owner: A Phone:.. 9 ql Install at: 5 i QAW « Village: Ce N`� Map/Parcel: �,`f 3 Date: 1 1612-0 Stove A. New/.Used B. Type: Radiant/Circulating C. Manufacturer: Lab.No. D. Model No.: 2 O 0 - Z Chimney AA � A. New/Existing (If existing,please note date of last cleanings oV e;L.&) Poo&LE Ujoq LL- B. Flue Size -5 C. Are other appliances attached to Flue? D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined Hearth A. Materials: B. Sub Floor Construction: Installer ,. Name: Ode-, Address: Phone: P3 3 J:�, a,!�j C G, Location of Installation: A-gby�r p n-e6 5 H.I.0 Registration# Construction S ervisor# OR check Homeowner Installing,no license required LICENSED INSTALLERS SIGNATURE: APPLICANTS SIGNATURE: APPROVED BY: Please make checks payable to the Town of Barnstable. *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev:08/16/17 37ie CommomreaItlt ojf- assadiusetts e rament o,f ludashiatAccidents - Office ofinven*adons 600 Washington Street ti Boston,AM V.Ul ' mtn-v.mass gor1dia Workers' Camipensaf u m Insm ance Affidavit Buildexs(Cimtractarst ecbicians(Flumbers AppliramtInf kmatian Please hint N.Addresr c- rester - .- -.,4- 7 Are you an employer?Checkthe appropriate bam ' T of project r 4. I am a general contractor and I Type P ] ( egnu�ed}: I.❑ I am a employer with ❑ g 6. ❑New eonsttactim employees(full andfor part-time).* hzve hired the sub-conlxactors 2.❑ I am a sole proprietor or partner- listed onthe attached sheet 7. ❑Remodeling shop and have no employees These sob-ccmfractom have $. ❑Demolition waddnb foi me in any capacity. emp1°rw and hate wodners' $ 9. El B,nildmg addition ' [No wodmrs' CUmP.imst=nce comp.insurance - 5. ❑ We are a corporation and its 10❑Elechical repairs or adc9fims _ d� 3.Vam a fiomeow4er doing all woirk officers have exercised their IL Q Plumbing repairs or additions �[No.wad=s'comp- right of exemption per IS GL try❑Roof repairs innrrame reed`]'a c.152,§1(4h aadwe have no employees.[NowcA=s 13_❑tither camp.insurance -] *Any app&cant iatchedmboa iFl most aha fillomithe swdonbebowsbouiag dieirwoxtere comp—sati •paHcyiafncros€cm Hamevarners who submit xhisafddas M&CA1Mgtheyaxewingsitwa¢tsad&MNiceaut9&eCaMt MXSmartsubmitaaema�da¢stindica3ingsacFL fConttscins oboe ebea tlds boor xozst aitarhed as additirws2 shed d=ffng the xmyw of dw sdb-eo=wcmr,ouch state whether or nut Swse enitieslixm emp1mes.If the snh•c =cft-h— mpioy—s dv-T mint pavidethrs—ken'toxap.policy number- lam an eircplgw tlerrtis prn iing workers'compensation iuszirartce for my enph;ywex Rel'osv is tite paUcy arc d jab rite inf orraadon Insurance company Name: Policy 4 or Self-ins. 1icc.4. // EkpisatibnDate:n Job Eta Address `7✓ �%2�9 W-1�Cho �It l/L L4�J citylState+.tg: (� 2 /LL5 Attach a.copy of the workers'com2peusation policy declaration page(showing the policy number and expiration date). Failure to serum coverage as required under Section 25A of MGL c 1572 can lead to the imposition of criminal penalties-of a ime up to$1,50QOD andfor one-year imprism=enk as inch as civil penalties im the fb m 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 IErvesligatiom of the DIA,for imurance coverage+urerifreation. .f z1a hereby cat ,usufar the pains andpenal es o,fpmjFury that Ifia in formation prard&d ahmra is true and correct Siolatare: Date- Phone ' OfiWal use enly. Do slat tvrite in tfib area,to be campL4,md by efty ortatrn o Twiat City or 7 aww. PermitUcense S Issuing Authair€ty*(ca de one): 1.Board of Health 2.Building Department 3.Citfllbwa Clerk 4.Electrical inspector S.Plurmbiirg fuspecter 6.Other Contact Person: Phone#: 6 Laformation and Instructions ` hfassarf mot s Cenezal Laws chagtar 152 regoaes all empIoyers'fo provide w033eas'compensation for then.employees. Paromant-tD this state,an enq7layw is defaed as."_.every person in ffie serv%ce of another under any contract ofhfir, express or implied,oral or wr ftem" f An enploym,is defined as"an mdxvifal,part aenhip,association,corporat[on or other legal exd>fy,or any two or more of the foregoing engaged m a joint else,and mch�mg the legal represemfatives of a deceased employer,err the receiver or trnstee of an individual,partnership,association or other legal emtrty,employing employees However the owner of a dwelling hose having not more than three apartments and who resides thmein,or the occupant of the - dweIIing house of another who employs persons tD do mah tenance,construction or repair work on such dwelling house or on the grounds or buddmg app thereto shall not because of such a aploymeIIt be,deemed to be an enployer_" MGL chapter 152,§25C(6)also states that everystzfL-or local T1rP�agency shall withhold fhe issuance err renewal of a license or permit to operate a business or to construct buildings in the commonwealth fbr any applicant who has notproduced acceptable evidence,of cdmpr=ce wjdL the insurance.coverage required-" Additionally,MGL chapter 152,§25C(7)states Neither the caminairwrEM nor my ofits political subdivisions shall enter intD any couirad for the pezfDrma am ofpublio work unt l acceptable evidence of compliance with the ms[a-Mce.. requirrments of this chapt z have been presented to the contacting aoihozity." Applicants Please El out the workers'compensation affidavit completely,by checking the boxes that apply to your sitnation and,if necessary,supply sub-coritractor(s)name(s), address(es)and phone numbers) along with their cm tficate(s) of n.stirance. Limited Liability Companies(LLC)or Limited Liability-Partnembigs(LLP)with no employees other than the members or parfneas,are not rimed to carry workers' compeusafion iasora,ce If an LLC or ZIP does have employees,a.policy isrequited. Beadvisedthatthisaffdaykmaybesvbmitte;dtotheDepa-tramtofIndustrial Accidents for confa=ation of insm-,cee coverage- Also be sere to sign and date the affidavit The affidavit should be ret=mmed to the city or town that the application for the permit or license is being requested,not the Department of In was A rc' ents Should you have any questions regarding the law or if you am regm-ed to obtain a workers' compwsation policy,please call the Department at the ru mbea listed below. Self-insui-,d companies should e it=their self-insurance license number an the appmp_riatr line. City or Town Officials f _ Please be sure that the affidavit is complete and priated legibly_ 'Ihe Department has provided a space at the bottom of the affidavit for you tD fIl OIA in the event the Office oflnvestigations has to contac.�tyouregarding the.applicant Please be sure to fill in the pennit-Ilicease mLnber which will be used as a reference number. In addition,an applicamt that must submit multiple pennitucense applications in any giveal year,need only submit one affidavit indicating current p olicy information.(if necessazy)and under'Job Site A_d�mss"the applicant should wrote"all locations in (may or town):-A copy of the-affidavk that has beep officially stamped or marked by the city or to may be provided to the ' applicant as pmof that a valid affidavit is on fle for fc me permits or licenses- A new affidavitmast be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venter (i.e. a dog license or permit to bum leaves etc.)said person is NOT rulafird to complete this affidavit The Office of Investigation would him to thank you m advance,for your cooperation and should you have:any questions, please do not hesitate to give us a call The Departrnmf's address,telephone and fax number_ The C MMMWe4 r of A h Department c&1Bd Accident% office of f.V ct7 tioxa Tashinn Strom Boman,IA o�111 ` 6-L 4 617-7274WO cxt 406 or i--M-MA SSAFE Fax 9 617`27 7M IZevised4-24 fi7 � ��� Q. �hojie issponsible form akinc,�application forth erm�t? - --� :. -.._..____- � Application for a permit is required to be 'Made by'the owner or lessee or their agent of the building (e.g.; the HIC registrant), If application is made other than by.the owner, written authorization of the owner must accompany the application. Such written authorization shall be signed by the owner and shall include a statement of ownership and shall identify the owner's authorized agent, or shaltgrant permission to*the lessee to apply for the permit. The full names and addresses of the owner, lessee, applicant and the.responsible officers, if the owner or.lessee is a corporate body, shall be stated in the application. Please note. It is the res onsibili' ofthe registered HIC to obtain all . permits necessary for work covered by the Home Improvement . Contractor Re i1stration Law, M.G.L.—G. 142A.� An owner who secures his or her own permits for such shall be excluded from the guaranty fund provisions as defrned in M1.G,L cc. 'i42A: Back to Top Q. 1111'y contractor told me 1 need to obtain the permits fo l construction. Mav 1 obtain the relevant permits from, ,my local building department, or. is the contra cto �req wired to do that?f - —' While you may certainly obtain your own permits, be aware that if you do, you will fall into a homeowner exemption that will disqualify you from being eligible to,receive recourse through M.G.L c. 142A, the HIC Lain', or the statutorily authorized Guaranty-Fund, should a'problem arise; It is the responsibility of the registered HIC to obtain all permits necessary for work covered by the Home Improvement Contractor Registration Law Al.G.L c. 142A. If the HIC you are contracting with refuses, you may wish to reconsider using that contractor's services, Town of Barnstable Building Department Services BARNS euM Brian Florence, CBO Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.mans Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder I, ,as Owner of the subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for. (Address of job) **Po fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name • Print Name Date QTMAS:owrrcxPERMISSioxPooLS Rer.09/16/17 Town of Barnstable Building Department Services Brian Florence,CBO ' Building Commissioner 200 Main Street, Hyannis,MA 02601 tea. www.town.barnstable.maus 659• Mla Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION �j Please Print DATE: 12-0 JOB LOCATTOM 5 VQ 09 n street village "HOMEOWNER": b L 'nmnb home phone# work phone# CURRENT MAILING ADDRESS: f;e-4 r /i/ 4)Z-6 ci*V6Wn- state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proce s requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)s for hire to do such work,that such Homeowner " p O k, a u o eowner shall act as supervisor. Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor ' (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:1wPFHZS\FORMS\building permit fotms\EYPRESS.doc 08/16/17 ' 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel D 32 Application #cA Health Division Date Issued l9 1 .Conservation Division Aa Application Fee Planning Dept. Permit Fee Date Definitive.Plan Approved by Planning Board ► � � �� .� Historic - OKH _ Preservation/ Hya nis. Project 9Stree Addr ss 5 f`l whet / J (7 7 Village P e-U C, I Owner �cc-,-Jf\ of1 Address Telephone -7� 7WIC Permit Request Q c.J Oo U- k)10 jllk +O c,x c + Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain jGroundwater Overlay Project Valuation K37 000 Construction Type Pce' v 1,4 r/ _Lot Size.. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION L (BUILDER OR HOMEOWNER) Name Telephone Number 7 43 6 �� Address Do(j� A License # a�_ 1V C 4 A Home Improvement Contractor# ' T� Email G n C��'��� Worker's Compensation # ALL CONSTRUCTION DEBRIS ESULTIN F M THIS PROJECT WILL BE TAKEN TO d / C)l SIGNATURE J iRla ATE /� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 'f� Dl¢� FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1'lie Commornveafth of- assacliusettr Departirrent&f 1rr=&id Accidents OffWe af'.iMW igatierass 600 WaashiyWorz Street _ Boston,MA 02111 . rvrvn�mas&gop1dia Warlmrs' Campensation Insurance Affidavit B,�der-JContr-actursMectncmnsIPlumbers AppEr.milufwzmatign Please Print:Le. 'Na=oncirw an� : 4^ ep Address: / City/Sta&Zig y �-�/� ! Phone Are you an employer"Che.&the appropriate bay T of project r FIB p 1 ( mod}'= - 4 I am a general confoctor and I 6. ❑New constrmtim I�Iamaemplo�rwith� ❑ • employees(fall andfor g time)* Nave hired.the sub-comtcaetars 2.❑ I am a sole proprietor or partner- listed on.the attached sheet ?.-❑Remodeling ship and have no employees. These sub-confractocs.have 8. ❑Demolition wading forme in any capacity. employ and have wod=' 9. B.uilclin addition Ego 'Comp.incur-an a Comp-msura ce-3 ❑ g 1{k❑Electrical ora aims required-] 5. ❑ 'fie are a corporation and its 1eP 3.❑ I am a homwvnw doing all wmk officers have exi-arcised thek 1 L Q Plumbing repairs or additions of ex on per MGL mysel€[No works'camp- right � p 12.❑Roof insua=erequired-]I c.152,g1{4y andwehaveno - employem[No wo&s' 13-❑'Other G comp.insurance required-1 •mapapg5cs �stchaftboxKmastalsoMootthesecfianb9 wshusdugdnkwu&erecvmpeasatiaapaticyir�emsaa� #F amen avaers vrho subm3 t ffids af#id==&czthg they axe 3a=.-rU 3 ral and dies hie Qutd&rn=cmrc amct submit anew affidaert mdicabu sudL �Caxm�tn61 cbecic i}rEs 6mc must attached as addviaasl dheet cloying the name of the sub-camt=to s and stale vrher&ec or not these efidesh ve employees.1fthesat-c have empI yw%theynnstpmvida thek wu&E s'-Cap.paHU number. lam an errtpr fleatis prauirlvrg�vrrrkers'coaertsrxfc ucsziraccca far my elrcp£o}�ee� $elvry is tltepoFicy artd jeb site rgformation Insurance Company Name: PORLY-,4*-or Self-in:s.Lie. /"k A A r3 E=inliou Date: Job Site.Address Attach a copy of the workers'compensationpolicy decfaralion page((showing the policy number and expiration date): Fail=to secure coverage as required.under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fide up to SL500:OD and for me-year impdsomnenk as well as civil penalties is the farm of a STOP WORK ORDER and a ffne of up to$250-00 a day aQaind the violator. Be adtised fint a copy of this statement maybe forwarded to the Office of Imtestigations of•he DIA.for insurance yerifficatiom Ida ker ry d 0!.F, url thatffie i forRcatiacc prmzdcd abay�s",hw and wrred Phone i 0jy7rh L use arcly. I]o ciat wrke in this area,to be completed by city artatrn ad`rciral City or Town: Pernsiff icense f Issuing,4uthor4(carp one): 1 .. L Board of Health 1P DnTfag Department 3.Chyfrown Clerk d:Electrical Inspector S.Plumbing Emspector 6.Other Confact Person: Phone#: laformation and Instrucfions, ` massach=etts CTeberalLaws chapter 152 regmres all employees to providewoikers'=npensation f 3rtheir employees. Pm7aatto this statafn,an enpIay�is defined as.¢_-e:7=y person in tie service of E.otber undo any coiraat ofhir , express or implied,oral or " An m p&yer is defined as man ind3ividuaI,parfner ,associEli, arrporaf=or oth r gal et fY or any two or more of the foregoing engaged in a Joint euferprise,and inchzding the legal rup¢ cabtives of a deceased employer,or fhz receiver or trustee of as individual,pa timsbip,association or other legal entity,employing employees- IEOWMver the owner of a.dweIImghousehaving not mom than three apartments mad who resides thm mnii orthD occupant ofthe- dweIIing house of ana$er who=ploys persons to do mzfi t ==.,construction or repair work on such dwelling house or on the grounds or buadmg appurf�thereto,shallnotbmause of such employmentbe deemedto be an employs." MM chapter.152,§25C(6)also states that"everystate or local&ceasing agency shall withhold$ie issuang--or renewal of a license or permit to operate a business or to construct buildings is the commonwealth for arry nt:applica who Iiss not produced acceptable evidence of compliance with the hisuran ce_coverage required." Additionally,MGL cbaptnr 152,§25C(7)states¢Neither the commonwealth nor nay off political subdivisions shall emtrr into any contact for the p an ce ofpabho wozicunbl acceptable evidence of compliance 7a h the insm-ance.. MT,im Tents of thus chapter have been presenfad to the costing aufh ozdy" AppIican-ts Please:fill out the worlcers'compensation affidavit completely,by checking the boxes that apply to your situation ancl,if necessary,supply sdl�ontractor(s)name(s), addresses)and phone-m— ez(s) along with their certicdrate(s)of instance. Limited LiabrE4 Companies(I.LC)or Limited LiabMty-Pmt ersbzgs(LIP)withno employees other than the in=1>=or partners,are not regrrired to cagy workers'campensafion insarance- If an LLC or LLP does have employees,a policy is required. B e advisedthattius affidayit may be submitisd to the Department of Industrial Accidents for confirmation of MSaCM=coverage Also Be snare 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 regaesictL not the Department of Inaasf wI,A rriti=-L- Shouldyou have any questions regarding the law or ifyou are regmed to obtain a workers' compeisa-tion policy,please call the Depaztneaaf at the nnm-berlisfed below: Self-insuird companies should entry their self-irimn-�ce liccrse number on the appropriate line. City or Town Officials Please be sate that the affidavit is complete and prirded legibly_ The Department has provided a.space,at the bottom of the.affidavit for you to Ell out in the event the Office of investi moons has to coact you regarding the applicant Please be sum to E I in the pen it/licrose n=bea which will be used as a refxence nnmber. In-addition,an applicant that must submit multiple p ermitiliceose applications in any given year,need only submit one affidavit indic =r t policy it�rraation(if necessary)and under`Job Site A-di—"the applicant shoTlld wate"aIl locations in (may or town)"A copy of the-affidavit that has been officially stumped or ma[k--d by the city or town maybe provided to th e firt applicant as proof fast a valid affidavit is on fie for ms permits or licenses A new affidavitzmst be filled dirt each year.Where a home owner or citizen.is obtaining a license or pest not related to any business or commercial Tdnfire (Le_a dog license orpermit to bum leaves etc.)said person is NOT regrd ed to complete this affidavit The Office of InyPstigafrris would like to thank you is advance for your cooperation and shoul d you have:any questions, please do not hesitate to give us a call The Department's address,telephone and fax ml=bm: 'Ihe�CojEajtcmq7wja of INS-sssa.chusz,t s Depadmw±cif 16tzalAwci to : - �4 T�ashmg�n� - Bastou.,MA Oil 11 T(,-L 4 617' -4900 cxt 406 or I-977-MASgAF. E Fax 9 617`27 7M Revised 4-24-07 - a. - -v .i AVC Gzdde to Wood Cow art in H;�fr Wind rheas:II Q rIplr wad xorze Massachuses Checklist for Campoa.nce Uso c- �-got >.>�� - - - Ccmplian= 1.1 SCOPE. Wind 51p*V-sea 9r ) - -- -_ _...i1D mph Wind Ezposure Cali=gory _—. _.: -B Wind ExpmumCalegory_..............EngineeringRequiredForErbProject---------------- 12 APPLICABILITY ' -hfumber of dies(a tnaf wf*ii ems 8 in 12 slape&W be-con_sidered a sinry) sbries 5 2 slnries - F:zoof Piizfi _—.__ :..-(Fig 2) <_12:12 Mears RoafHeight _ ______ _.__ [Fig 2)— Building Vir'rd%W_ -- (Fig 3)— Building Length,L _ - -_-- (Fig 3) —------ _ft s 80' Building Aspect Ratio PW) -• _(Fig 4) -- _ 5 3=1 Nominal Height of Tallest Dperfmg2 -- _ (Fig 4)-- — 5 BIB` 1.3 FRAMING CONNECTIONS ' General cainpliance WTI framing M'nnedacis_ —__—(Table 2) - 2.1 FOUNDATION Foundafian Walls meeting regtar=er� of 780 MR 5404-1 r . Conn--- - -- - -- ---------------.............-----•-•------------------------------ -- ------------ --___-- Donrxeta-Masonry. --_.- --- --. - _ 22 ANCHORAGE TQ FOUNDATIQMt 518'AnldharBoiL�*'tmbedded or S/8*P[npriefary Medzanicat Anrhars as an altema5ve in concrete Only Bott Spacing-general...._...._....._..........._ (Iabie4} — _ in. RDIt Spa=g from endToint of plafe— -(Fig I4 RDIt Embedrnent-concrete—_ — (t t9�}-_� —_,_ _im y 7" - BDIt Embedment-masntry--- - —(F►g 5) ' -— - m-'-1�' Plate Washer; (Fig 5) _—>3'x Y x Y* 3.1 FLOORS ' Floorframfng member spans checked (pet lB0 CMR Chapter 55) Maxirrnim FloorOperring Dimension_ —(Fg 6)- FrrQ Height Wall Studs at Floor Oper�gs Less ffhan 2`from Fxbwi Wall(Fig E)-------•---------.�_..----------- M"axQnwn Floor Joist Setbacks SuppDt ffng Laadbearing Waifs or ShearwaI[ —Fig 7) Maximum Canfleyered Floor Joists Supporting L-aadbearing Walls Dr 5heanwan--(Fig 8) -- _ft s if •FIDorBracing at Endwallg — —(Fig 9)-- - Floor Sheathing Type - —(per 7B0 CMR Crhapter S5)--_-- Floor Sheathing Thickness (per 780 CMR Chapter S5)___. in_ Floor Sheafiung Fgsbe4hg (Table 2)__d nails at in edge[_in field 41WArr; Wan Height Laadbeating walls (Fig 10 and Table 5) NOrr-Lo'e6earmg Walls_-_ (Fig 10 and Table 5) — ft-520' Wan Stud SLN=g — - (Fg 10 and Table 5)---_iris 24 ai< WaII Sfnry Offs — — —'(Figs 7 8) ___ —fit c d ; 42 DCf EPJ OR-WALLS'`. Wood Studs _ LaadbeariagalLs__—. .—_... (Ta�ie }---------.__.2ac - ft in. Nonce mad�earing walls —ft in Gable End Wall Bracing t — FuU f iaigh EndwM S-wds_._ (Fig 10) _ WSP Affic Floor Length (Fig 11) — --- ft;>WI3 Gypsum Ceiling Length[fi WSP riot used) _(Fig 11) --__--_--_fr O�Y►► - and 21 x4 Confirruous Lahmal Bm&?Q B ft o.a_(Fig 11}-_----_.-_----.._. - �— or T x 3 ceMing tiring strips @ 1 T sparing-min-with 2 x 4 bloddng 4 f L spacing in end joist or tiros bays DDuble Tap PIaie _ SpIir--a Length - (Fig 132nd Table E) _ Spftcr Cannon(no-of 16d carince mans)'—.(Table 6) - -- -- AJYCGuide fo AYood Carrsfrudion hz II0,-,-z - Massachusetts Checklist for Compliance mo cams3oi z r-W Lnadbea'Eng Wall Conn_erdians - feral (no_of 15d common nails) - (Tables 7) --- Non- vadbearing Wag Connections Lateral(nm of 15d common nags) (fable 8} --- Load Bearing Wall Openings(record list•opening but check all openings fDr mmpliance to Table 9) Header Spars — .—_(Table 9)— _. _ft_in.<111 Sr11 Plate Spans [fable 9) ——f FuA Height Studs (no.of (Table 9)_— Non-Lcad Bearing Watt Openings(record largest opening but Check all openings for campGania to Table 9) Hendee Spans.._..._— Fable 9) —fC•_in_512` Sig Plate Spans--- (Table 9) —ft_im 5 t2' Full Height Sb s(no.of studs) (Table 9) . ExiDior Wag Sheathing to Resist UpCdf and Shear.SEmulfaneously _ M'murnurn Building Dimension,W Nominal Height of Tallest Opening? _ Sheathing Type (note 4) -- Edge Naff Spacitig [fable 10 or note 4 ifless)_-- UL Feld Nail Spacing.— _ - .(Table 10) Shear Connec5on(no.of 15d common nails)(Table 10) ---- Percent FuMeight Sheathing. -' fable 1 D) -- 5%Additional Sheathing fnr Will with Opening>.5'8"pesign Concepts) .--.-- Maximum 130c ing Dimension,L . Nom-irnal Height of Tallest Openingz---------------------------------- —__-----._,.� Sheathing Type— (note 4)_— Edge Nail Spacing—_ ((Table 11 or note 4 if less)— i?- Feld Nail Spacing _(Table 11) _ itt. _ Shear connection(no.of 15d common nails)(Table 11) Percent FuMeight Sheathing—_ (Table 11) W.Additional Sheathing for Wall with Opening>6'8`(Design Concepts)_—. - VVatf Cladding _ Rated for Wind Speed? -- ' 5.1 ROOFS - R.oaf framing mernber spans ch5cked7 .(For Firs use AWC Span Tool,see BBRS Webs) Raaf Overhang _—_---- __(Figure 19) fts smaller of Z or Ll3 Truss or Ratter CDnnections at Loadbearatg Walls - F mprietary Connectors Upkft----- - (Table 12)__ Ll= plf Fable 12)_ prf Shear._ __ .—(Table 12) —S= •plf- Midge Snap Connections,9f collar lies not used per page 21__ (Table 13)-__._•Y-- T plf Gable Rake Otlffooker__.__—. _ _ (Figure 2D) _ _.—__ft-_<smaller of V or LIZ ' Truss or Rafter Connections at Non-laadbearing Walls Proprietary Connetdnrs - Uplift _ (Table 14) U= lb. Lateral(no_of 15d common nails)—(Table 14)--------- ---t-= . lb- Roof Shea<_tfimg Type --(per 730 CMR Ghapters 58 and 59)......._... - RDof Sheathing Thickness�.__ - - _i L?Tf1 S`WSP Roof Sheathing Fasfeining—_. (Table 2) Notes: 1. _ This chedcEst shall be met in tt entirety,eluding the specific exception noted in 2,to comply with the requin nenfs of 7-BD CMR53Di.2-1-1 !tern 1. if the checklist is met in its enfirefy than fhe following metal straps and hold downs are not required per the WFCM 110 mph Guide: _ - a. sieef Straps per Figure 5 b. 2.6 Gage Straps per Figure 11 - - c Upra Straps per Figure 14 . ri All Straps per Figure 17 _ d F ure 18b 5fud Hold Ds per F 18a an tg . e: Gainer p � _ sheathing en 5%is added to the ercent:fuh h ght g 2 'E�pSon:Openang heights ofup�8 ff;shall be petmtlted wh p requirements she in Tables 1D and 11. treated f#2 a 3_ The bof�m ss7l pEa� �in eior walls sf>ad n�rt be a mini 2 En.nomirgI thickness pressure -tea. -ATVC GaI&fa k}rbarl Corrri�ccctiorr zrr l iafr f nd�ir-�as IIO rr�pfr rrd axe - Masaachuset-fs Che;Ckli.t far CompHa7ice(7&o ChYR536I?r:I)t a From Tables 113 and 11 and location of waft shiafhing and fBuMding Aspect fro,determine Perc&nt FuII-Height Sheathing and Nag Sparing n,quirements b. Woad Strucirtral Panels steal be minimum thictmess of7115'and be Installed as foflow-- L Panels shall be installed'tvh sti ength ands parallel to studs, I All ha mnW jDin!s steall oor over and be haled to framing. m. an single slnfy mnsiruction,panels shall be atfached to bDtbm plates and tnp member of the double tDp plate. - hr. On tvm story c instruction,upper panels shaf[be attached to the top member of the upper double tnp plate and to bandIbIst at bottom of paneL Upper affathment:of lower panel shall be made_ W band joist and lower attachment made to lowest plate at fust Hoar framing. v. Horimnfal nal spacing at double top plates, hand jofsfs,and girders shall-be a double row Of Bd staggered at 3 inches on center per figures below:Vertical•and Harimnfal Nar7-rng•inr Panel Attachment S. Glaring protacfion:a)*new house Drhorimntal addition—nequired if projed'is i mle or dosertn share(generally,south of Me.2B or north of Rtr~5) b)vertical adCMDn—not required unless there is extensive renovafion to the first ffao_r, c)raplacementwiridows—needs enwgymnservation complfaric�!only(chap 93) E.good Frame Construction Manual CWFCh�i for 11D MPH,Exposure S may,be cblained from the American Wood CDUna (AWb)wabsf - ' �rtsFa�r�srsox _ . _ ATt • w rl tl t1 1 - a LI 11 t [ [ p G [ 7 ti it IL •'Q It Ir'a , La - i r - - O L IL rg `[- 1 .m [ ( It fl ar U 1 QQ t t u s I ZWal �� L•� li S t B 1i it Z I t k it t L 1 r [ [ [� STASH 3 Rd1V. Pld+� ! •�y _ t�A4PRTi�[T � � P�ua � � 1 ---'— — . rrR1M- mt rc4 F t tan ar_c�ACiVT:DEML - See Bata-t on Next Fla gr~ _ Vertical and HD=rT1al HaEng detail• for ParwQ Attachment verligt Ha nf$I hlar7ing fDF Panel Attac�imarit ' r 9 " Massachusetts -Department of Public Safety Board of Building Regulations and Standards License: CS-102512 Daniel J Joyce,Jr PO Box 117 West.Hyannisport.Aux 02672 -�-�� Expiration Commissioner ..12/1312016 t V21B �L'anlArea�Llaecc(��O/0_ /r��6� �CCJc/Z%J.. _ _Office of Consumer.Affairs&Business Regulation License or registration valid for individul use only (i TOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ( ,Registration: Type: Office of Consumer Affairs and Business Regulation Expiration 12/1-7/2017 DBA 10 Park Plaza-Suite 5170 DANIEL JOYCE CONSTRUCTION Boston,MA 02116 DANIEL JOYCE 14 DOLPHIN LN. HYANNIS,MA 02601 ~� �•., � --- Undersecretary — Not alid it ut si nature AC"Rb' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) (MWD16 �-- THIS CERTIFICATE IS 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 endorsement(s). PRODUCER CO Ac Berkley Assigned Risk Services Atlantic Insurance Group Agency Inc NAME: Y 9 530 Adams St AIC.No.Ex1: (800)634-4589 �AJC,No.): (866)215-8118 AODREss: PolicyServices@berkleydsk.com Milton MA 02186 INSURERS AFFORDING COVERAGE NAIC k INSURER A: Acadia Insurance Co 31325 INSURED Daniel Joyce INSURER B: DANIEL JOYCE CONSTRUCTION INSURER C: PO Box 117 INSURER D: INSURER E: West Hyannisport MA 02672 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. INS INSR TYPE OF INSURANCE POLICY NUMBER PO O C LIMITS LTR INSR WVD MMIDD/YYYY MM/DD/YYYY GENERAL LIABILITY AUTOMOBILE LIABILITY $ WORKERS COMPENSATION YIN X WC STATU- ❑ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEEl E.L EACH ACCIDENT $ 100000.00 A OFFICE/MEMBER EXCLUDED? N/A ❑ MAARP300574 12/1/2015 12/1/2016 (Mandatory in NH)If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 100000.00 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000.00 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Election Category Election Status Name Issue State: All Entities/Insureds: Sole Proprietor Exclude Daniel Joyce MA Daniel Joyce CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. .Hyannis MA 02601 AUTHORIZED REPRESENTATIVE r;r -51 t ACORD 25(2010/05) BRAC3139 [HEl 't� Town of Barnstable Regulatory Services vMASS. Richard V.Scali,Director Building Division TomPaTy,Building Commissioner 200 Main Street,Hyamis,MA 02601 www.town barnstable mains Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder' f, Kevin ONeil ,as Owner of the subject property hereby authorize �/� (t e to act on mybehalf, in aH matters relative to work authorized bpthis buUding permit application:for. 45 Strawberry Hill Rd. Centerville, MA. (Address of Job) *Pool fences and alarms are the responsibility of the aPP he �ools are not to be filled or utl zed before fence is installed and all final inspections are performed and accepte Signature of Owner Signature of . p ant c� G Kevin ONeil � � � � • Print Name Pant Name 3-23-2016 Date Q:F0Rr.0:0WNEP? xM SI0Ieoozs D&D Technologies-World's most trusted gate hardware 3118/16,7:44 AM _ _ select country Products W&hem to Buy hkbout Us r owtac Us CA\0JS-,r Home >> Gate Hinges >> TruClose Regular u u �'houzz Gate Latches & Locks Gate Hinges TruClose Regular � > TruClose RegularCAUMM TruClose Heavy Duty KwikFit t Commercial Hinges &Closers i Adjustable, self-closing Gate Accessories Security Locks gate hinges r{ 3 I i 1 ( ti i i Overview Models fThe TruClose Regular hinge range is suitable for gates weighing up to 661b(30kg) with a maximum gate load up to 550lb/250kg.A number of options are available, including: Standard -Dependable, adjustable, self-closing TruClose reliability Alignment Legs-Offering quick and easy installation, these side fixing legs also offer additional fixing strength as you fix the hinge to both the face AND side of the fence post and gate. Gate gaps are fixed at 3/4"on the regular range with alignment legs. Mini-Multi- Highly adjustable, accommodating gate gaps up to 2"(51mm) as well as vertical adjustment up to 3/4"(19mm). 3 Round Posts-Whether using chain link or 2"round railing systems, D&D offers a variety of models to fit most common diameters and post-to-gate configurations. Deco Mold -Tension-adjustable decorative hinges suitable for metal, wood and vinyl gates. ' Awl http://ddtechglobal.com/product/brand/truclose-regular-brand Page 1 of 2 D&D Technologies-World's most trusted gate hardware 3/18116,7:42 AM select country unar. ,_. :._. m. ,, n P_. n D._ .,..:.,_n n n._ r r. n 6 ._,._. 3 } } M }�{��^ il 0 I w ^r } 4r y ". x .1 r 0 ,z; . http://ddtechglobal.com/product/brand/magnalatch-brand Page 1 of 2 ' Colonial Plus Panels &Gates lin.. ._ , _a Colonial Plus aluminum fencing provides Panels Gates Arch Gates ,� ■■■■■■■■■■■■■■■■■■ �■■■■■■■■� III■■■■�1' durability,strength and lasting beauty in a variety of structures A and styles that will ■■■■■■■■■■■■■■■■■■ ■■■■■■■■� II��■■■��1 compliment your landscape. The 314" MEMEMEMEMEMEMEN pickets add that special touch of security. y1 - rf. xu a 1 , i w - w , a 9 e " u Re (� TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel E2 Application # Health Division Date Issued, G Conservation Division ti�n �/�,?`�' Application F4 Planning Dept. `�y �19 Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyanniss _W S ANT Project Street Address 145 S i 4LA)Q3er�2Sf 14/(_C_ kL , Village 'I�z Owner 4n&nj l�Vie-t L—C�� Address Telephone -7�T� 8!� lI L Permit Request -T-,C> C—vNS`T�l � A f c>o 7 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay {Project=Valdatio0200 Construction Type Lot Size Z Grandfathered: ❑Yes 4No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes fi�No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout XOther PP0 0 PQS�6 0 b . Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes JMo 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 ANo If yes, site plan review# Current Use Proposed Use _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ Name &v,N1nt,3 ',L_ Telephone Number _7 7�( 8�;4 (!gq(L Address 41S SSMI,vO QQ2{��,C �'PCI� �,� License# //�� Home Improvement Contractor# Email ?l!16f� �� 0 ir_i i 4 ► CvA.A- Worker's Compensation # EW&CL-Ooo I 0 7k 14� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO C J0d:SS 2$ SIGNATURE DATE G S FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. a The Commorrweakh q Maswachayet& Deparftflefit oflad-rus AcdZwtr Office 00rPe9wadam 600 WashfizooR,street Easton,HA02111 tarvmmass gvp/dia Wcw,Imrs7 Canvens�',an lnsn-mce Af Havit SkfldersfC�MtrZCtUrSM ers Apulia IIIfcs afzan Please Print a 1 Awe nSMaO Q C LL- ' 1 e d-iW L 1 l Ph�o Are you as employer?Check the appropriate bar: Type of r I.❑ I am a 1 with 4. ❑I am a general conirsctar and I 6. ew constmetion ect€ i - employees(andbr part-timed* #MVe hired ffie sd 2.❑ I am a sale proprietor orb listed Mthe attached sheet I ❑Rpm Wing drip and have no employees These sub-cnaacta=.have &. ❑Demolifion, waul-ing fixmm is any capacity emplayees and have wod=' 9. ❑Builcr=g addifi= Iido wa&ss' cnmg.insurance comp-kS=Mc,# regnimd j 5. ❑ We are a=rpozafiuu and its 1 ❑ te l repairs or a dd as 3 I mna homeownerdoing all Vo k ofdcers have ewxc sed their 11-0 Phmbsagrepairs or adc€d ons ' ��-,�[No 'o=p §1{ as Per GL ME]F.00frega m e itzs�ance red-j i and we have no Other employees`[No wmla s' -(] ;Amy apg �st cbet Eoa�l mast also fiIIaa�tthg sadoaheLows3sass��B�eirzvodcees'cvmpersafieapoycpi�rmaaa�, fi sahanY dux ai�daei6 srep�edarz�sg sad d m hiss aaub ec—ctaaamst submit anew aim mdiemfia mcb *9 cheelr this bmc must attached sn addi6aaal shad shoxdng thename of the sob-ca=dzM zed state wheths crautflm!a hR e employees.Ythe neshave tmspIvpees,tfu}'amstP � R F F � -Taint=surp7ar fli�is prmsidurg�ssdc�ts'camparrsaff�a irrsziraacs f er ssey eurpF $eL�ev is ire paficy arrd f sire �� €rformairan Insucaace:ConrpafrpY�Eame= ' Paficy;g or Seff-inLI.i Expi iaaDate: Job Tdam Addresx CdpJStafe Atiach 2 copy of the warkers'compeasafionpolicy declaration page-(showing the poficp nUMber and expiration date}. Failure to secure coverage as require sander Section 25A of MGL c�152 can lead to Ire imposi#•iaa of criminal penalties of a fimuptDSL50D-ODamVorone-yearimpds=ment as weil•as civil peaalge m ire farm of a STOP WORD ORDERand a fine of up to$250M a dad sa;^st the violater. Be advised&d a cagy of this statetoed maybe fosvvarded to the Of 6ice of - InTeSEP9,ofthe DIA.far coverage v I do hereby cerfF,fy' under pates andps udkes apf, t atthe a farwa€iaa prmid abatis is trans and correct s2.� rw- Date- Phone aj�trd uss a�rr£J: Da rust write�r f�Axed�be certripfete�d by snip artan�t oat • City-or Taws: Per tsr lT;rorYse;9 Iwaing Arffi°rity(drde one): L Sus wd of Eealtb I BWIXhg Deparbnant 3. rower Clerk 4-Elech ical hmpector 5.r1man'ng htspectmr 6.Other Contact Fersoa: Phone : - 6 { i 1 Ii Ii11 1 I i ! ,._ a.6_.� - .�. ....[� e..n� _t �.■1. .•aR .. ., .- . „.1.,.R rn.w ea _■..,. 1.1 .. r..n. . n •_n1 n i■ a. r_.nn- .n i.n • - ■am�.• - - ■.+ •. 11 i■ - r • JI■n m. .n rm1. :r • ■a1- �eue - .. • nn• �/ ur a -•■mrt ■ y��• • .i ■ - .0�■ .0 ■.•. n■r •_■ ■•iiR\... _V.■r1I:1■n■ .n •. _m.12 as ■..a "_ ann • •t :•■ '•• . 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U •■a�On.Ia n1 . n a :n r- r.•- _ . • U as Y • ■• . - r-JI- ■.•. ■. : a/■ ■•1 a •' -■■Il.�/ .• ■- MI• U n••■ tl:. a■ .n r.✓..n1 •7 t1- •e•[1a1 • as - .i1[■ �•r e.tea ■• .a- ��■.■ .n a■I • ■ aa. ■■ •f■�u� `11.! a ••. ■: n .r:.■na I o1■• u • ■ •• .1 e■w e• u •.rw - ..�a non�■r. •■ .•a ■ .- - r.1 n- I►�..1 ne:wl ar- .nm■r Ie. •- ••• - n� 1 e/ rnuu_n .+ ■.t • a. .+ u- 1 x - •- n - i._l Nil- .tit.. 1 .non [- _n• •tone• .•_�■ �.- a•.. .n an ■. ■1 . •�■ •. _f u r.non • u _■O.._ • r ■n •! a ill • 1 n u an u" o i•r • u•nm- ....Jr. a ramr.r ••. . • n_ a n r ✓.l i • ■ to i7 as n •a■!1 l a■ n11a•a •■ . 1 ■ 11 / a rl ■tm!•. • ../t■•■ :n _u• rat ar.1 l..i. ■•t./ !■ IaU •e■.. la w• - a.• r:■.11 a! _t1• _2'ea .:1 ■e.. ■■ ■naa n." ..■.. I ■.■ r=.1•_ n. :?• •• l■ •■O_■spit ■ a _■ :t■/ t1.•a •• 11- U '.•1. ■ .ti• r:l/1 •• . '.la- 1 ■ra■ ■ n • •^• ••• • .l- .�•■. 111111r. ■. •e�1 •O h:t rnm ca u n J..tt:•a • .■" t n n 1 n_ •- • •• • -• t• i■- _u• r:u_ n •• - n J a o•_ 1 •. 7- u annl - •�w a n ►a■ - ." 11favivilielsvis .- 11 a• ■n -.. t•.e! - _ ■.n •••.r n hIt i:±. •■rntln ram■� U r rn■1 ■• _•e. q Ja• •. n ti • r•n n a rl_ •if•I.m " •.• tilt - • •�I/aa 1 1• r■1.• _ - N Y:•. •e:R n1 e•.l■ >. .• r.l.■1• �+■' n _.■/. ■- ■■ • ■ `w■ :la■11 •'•• • 1- .. U.■• ••! a. / J1 r. •f ••. r.•• ...•It .11• a■■ ■ •• 1_ • .■• ••w.n. • - a• •• ■wY1Ga■- .■ •J• .1. r I r. ar:a ■n:■ :a n a- -pillage .1512 r. Be 1111K ■n.o•a is is am- a its �a 1 | � | ~ ` ~ ' , - ^ ~ � ' . ~ � A WC Guide to Wood Construction in High Ond Areas:I}0 mph Wind Zone . Massachusetts Ch t for Co ce( ` CMR 5301.2.1'1)' Cheb . Compliance 1.1 SCOPE � �~ Wind Speed(3-sec.gust)..................................................... ------_---'-.�110 mph WindExposure Category............................................................................... .............................................B --- � . 1'2 - . _-_-_.. \ Nmn�r���� :5 2 stories Moon Building Width, --.---'---'--_.-_'----.'_. Building Lmng�.L ------._-__________. . Building Aspect Redo -. V��4) --- Nom�o Height o[-- -'` -����--'-'-'----- ----------- -��- mommo negn /ana�open-" ..................................(Fig 4)................................................ :58'8^ 1.3 FRAMING CONNECTIONS General compliance with framing 6omnwodor�__'--_.(Table 2).................................................--__ --_' � 2.1 FOUNDATION � Foundation Walls meeting requirements of780CMR54V41 Concrete,-__-.-----.-..-^--_-... � . Concrete Masonry....................................................................________ _, �-- � ' � 2.2 ANCHORAGE nQFOUNDATION" 5/8^Ancnor Bolts imbedded or50^Proprietary Mechanical Anchors as amnKamoWe in c ' Bolt ._______ concrete - 8n b� Bo�Embedmamt-cuno�� r--- -~� --.---.-----.--- ---_---------.. -Loo,- Bolt Embedment-masonry.........................................(Fig5)............................................ � Plate Washer-'--''_._...--__-..--_--.V�8��.-_------._---'-�3��3rx%^ --- . ---- � 3� FLOORS ` � Floor hanning member spans checked ............................... Maximum Floor Opening Dimension...................................(Fig 6)............................ ��1iorU2orVY� ���`����F�������������||�� — -� � --_-.--..-.--..--. Maximum Floor Joist Setbacks � . Supporting Loadbearing Walls o,Ghoanma ................Fig 7)....................................................___� yd MnmmumCanme�n��m�J�s� --- - ' Supporting Loaumeanng Walls o,Sh*anwaU................ .` ft 5d ' Floor EndwmU -------_--------- ` ---- ' Floor ---''r----------- '-'---- -~-' Floor Sheathing~ Thickness................ '--- �oorShoa��gFoa�n�g--__--_--------.-.�ab�2)..__dn���� � in edge . 4.1 WALLS. . . ' Wall Height ` Loadbearing walls 10 and Table ...........................aft r.V7Non-Loadbearing vwmls--''_-'-_---__--.. and Table 5)...........................'`_It :5 27 �--' ' Wall Stud Spacing -__---___-~-__-'V�g10 and Teb�5V------U. ���ro�. vvooauo�000a� --'_'--_-._--'.--_--U�go7&��-'--_---.-..--k.- ft :5d 4.2 EX7ERIORWALUS3 / Wood Studs � ~ ............................... � ________~walls________.__________^_`.., ~/____-----'�ua-' It in. Noq-Loadbearin -walls^ ................................................ ----- ` .............................. `-�- '^ ---' - �-t� ---^'' Gable End . Full (Fig 1 t�- ' `-~' Length~ ' ' ' ' re '' ---'--_-_---.. n�,�u -- � Gypsum Ceiling Length(if vvurnot ...................(Fig 11L-'--.--.-----''-- ft a:O.9VY 2x4 Continuous Lateral Brace @G ft.o.c.-(Fig 11)...................................... __--�_ Double Top Plate Splice Length .......................................................(Fig 13 and Table 6)..................................... ft � Splice Connection(no.of 16d common nails)..............(Table 6).. _. ---------�_- � ^� - AWC Guide to Wood Construction in High rind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CMR 5301.2.1.1)t Loadbearing Wail Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)............:........................................... Non-Loadbearing Wall Connections — Lateral(no.of endnailed 16d common nails)...............(Table 8)..............................I............I............ ✓- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans able 9 SillPlate Spans ........................................................(Table 9).................................._ft_in.511, _LZ' Full Height Studs (no.of studs)...................................(Table 9).............................................. ..... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................._ft_in.512' ... Sill Plate Spans..................................... ...................(Table 9).................................._ft_in,512' Full Height Studs(no.of studs)....................................(Table 9)...........I........I...................... Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... 5 6'8" Sheathing Type..............................................(note 4)...................................... _ Edge Nail Spacing........................................ (Table 10 or note 4 if less) ................I.......`in. - Field Nail Spacing.......:......................:...........(Table 10)...................................... in. Shear Connection(no,of 16d common nails)(Table 10).......................... ...................._ ....... Percent Full-Height Sheathing.......................(Table 10)......... ... ........................................... % � 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).............. ... _Maximum Building Dimension,L Nominal Height of Tallest Opening2................................................................ ..... BathingType..............................................(note 4)..................................... Edge Nall Spacing.........................................(Table 11 or note 4 if less).................... _in. i Feld Nall Spacing..........................................(Table 11)............................ in. ..................... Shear Connection(no.of 16d common nails)(Table 11)...................................................... _ Percent Full-Height Sheathing.......................(Table 11)........ .......:.........._............ % 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 Webshe) Roof Overhang ...................................................(Figure 19).............. ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= pif Lateral.............................................(Table 12)....................I........................L= Of Shear...............................................(Table 12)....................................... S= pif y� Ridge Strap Connections,ff cellar ties not used per page 21.....(Table 13)..............................T= pif 1� Gable Rake Outlooker.........................................(Figure 20).............._ft s smaller of 2'or L/2 - Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.........................................:......(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14)...............................A......L= lb. ` Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. RoofSheathing Thickness......................................................... ..:.........................._in.a 7/16"WSP . Roof Sheathing Fastening...........................................(Table 2).........................I...... ..... Notes: — 1. This checklist must 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. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in,nominal thickness.pressure treated#2-grade. A WC Guide to Wood Construction in High Wind Arens: I10 mph Whid Zone Massachusetts Checklist for Compliance(780CMR53otZ.1.1)' a. a. From Table 10 and location of well sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements _ b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows; i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. "ni. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor Framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Verfical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' -Wfi r,THE EDGE sews ON FftkMiNG UM ad NAiIS AT Waim 11 1 11 j j f Y 14 1 i 11 11 f 1 11 11 11 1 t 11 11 11 1 I Y 11 �I T O I,F 1 I Q l l 1 1 Cl Ii Y7 11 m n 1'1 17 t 1 1 ,p Q 1t u 1 W 11 11 :1 1.1 1 .1 • � 11 tl S 1 11 o . d U f V9 1 114 II ri 1 t WAILSPACM i i See Dalai)on Next Page Vertical and Horizontal Mailing for Panel Attachment Town. of Barnstable oFI HE Regulatory Services Richard'V. SCall,A Director.A:. BARNSTABLE �,s,.AB� ; Building Division � - v,6xs*new•�xr[xvuu•cmurt•ircxxxis MAC• � xusraxs.ius•o,mwuF•xsraxx,aa� 1639. �� _ Thomas Perry,CBO ,639-2014 - ATE01iA°�� Building Commissioner _ 3Dg 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs r p Office: 508-862-4038 Fax: 508-790-6230 May 3, 2016 x Kevin O'Neil ` 45 Strawberry Hill Rd. F. , Centerville;Ma. 02632 RE: 45 Strawberry Hill Rd., Centerville Map: 246 Parcel: 038 Dear Mr..O'Neil, This letter is in response to application number B-16-964 submitted to do work at the above referenced address. Unfortunately,the application can not be approved at this time because of the following: p 1) The construction documents are incomplete and do not demonstrate compliance with 780 CMR(State Building Code). r Please submit detailed-framing plans of how you plan to comply. Do nothesitate to contact this office with any questions'. R w Respectfully, Wz Lauzon Local Inspector Jeffrey.lauzongtown.barnstable.ma.us (508) 862-4034 r ���l�6 � . ♦ N, ` ` r c ... v NOTES N N O $ 75 4n 57 4?' E 247.36' _ BRB FND. tS 79 EL H. & CORINNE A. N WHITAKER 2TIFICATE 0182860 1P 246 PCL. 232 LOT AREA 0 61,777t S.F Q (1.42f AC.) O Q resrvd The delgls,andd Himss e&M dereo • �'of Jvpe Q�l1dduau�t Id mt 9 V=Ix J } � o 0 o I 2 n a`Oo 4 3 EXISTING w OWE LLING #45 i ) .a. AW TR. 37429 z EXISTINGin W 235 GARAGE 3 Q Joyce landscaping,Inc B 68 Flint Street Proposed W Aluminum Pool Fence I Marstons Mills,MA 02648 • 508-428-4772 W428-4707 54"Pedeshian Gate nr.JoycdudscaWgcw b 54"Pe — �6.D2 IN' 57.57. 5 .7 5320 26• N 75.5540^ 1Y CONCEPTUAL 15• POOL+MASONRY DESIGN s•' °� p• Existing 6'Stockade Fence 3 ❑'NEIL Existing 6 Stockade Fence O O RESIDENCE AOAM DOHERTY, TR. 45 Strawbery Hill Rd b Da 26405 PG 300 Centerville, MA 02632 MAP 246 PCL. 37 1,,20, Existing 6 Stockade Fence ...n S.Aaltonen 01-375-17 o3/2t/16 rE l ISIRES k N N 0) O S 75' rn 57'42" E 247.36' BRB FND. 0; t S 79 7 EL H• & CORINNE A, WNITAKER82a60 2TIFICATE 1G{ \P 246 PE. 232 LOT AREA ` 61,7771 S.F Q (1.42t AC.) 0 . + a0) 1 iips�Rti�I Ideas k Q 1�M PWR vi m of ce ludscayhg,11C 4A 00 0 3 J 3 z O w EXISTING DWELLING ^7 a #45 AW TR. 37429 z EXIS77NG m 235 GARAGE 3 Q v~i Joyce Landscaping,Inc B 68 Flint Street Proposed 54'Aluminum Pool Fence 1 Marston MBIs,MA 02648 508-OHM 50B-428-4707 mJoy[dar�cepFgcan 54"Pedestrian Gate - 64•Pe 76 02 0 W \ \ ifi' N 755557 5 7g532 =POOL+M=ASONRYDE 40 W 15. yP1Oy, Zd�. Existing e'Stockade Fence 48' 3 ❑'NEIL Existing 8'Stockade fence o 4P0 RESIDENCE ' N ' � ApAM DOHERTY, TR. 45 Strawbery Hilt Rd o DE 1 26405 PG 300 Centerville, MA 02632 w MAP 246 PCL. 37 Existing 6 Stockade Fence S.Auitonen 01-375-17 ®. �o 7 N 75'51.'40a ly 03/21/16 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION f] 14 Map t/1 Parcel—ON Application# ly Health Division Date Issued Conservation Division '' Application F Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board , ZE Historic - OKH _ Preservation / Hyannis cis ~�0 a Project Street Address Village 18, f,/ t% Owner K lf,V �� +1 V 1. Address 4 Telephone S 6$- V;8' D 0 ��1 p �6 � Permit Request 0-e4� � a 6V-1,e G UA4t dgo�� 0_9_� V Adel, oi 6--k -` - ! r Square feet: 1 st floor: existing AAroposed d 2nd floor: existing proposed 6 Total.new*a Zoning District Flood Plain Groundwater Overlay Project Valuation 4 160 000 Construction Type 0 Lot Size ,�7� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. Two Family ❑ Multi-Family (# units) Age of Existing Structure G Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Al iA Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2— new ` Half: existing 0 new Number of Bedrooms: existing I new Total Room Count J(not including baths): existing r new First Floor Room Count Heat Type and Fuel: "6as ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes J<o 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 Ne, If yes, site plan review# Current Use'-:A l(W �W(f Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) y Name �, ille, Telephone Number Address License# `1 ) Home Improvement Contractor# 1- 3 Worker's Compensation # We 0n5 B 15q b0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE l FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAPS/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FRAME S� DEC v(o !� r o L jah n INSULATION -3)3115, FIREPLACE 4. ELECTRICAL: ROUGH FINAL °s PLUMBING: ROUGH FINAL r e GAS: ROUGH FINAL FINAL BUILDING k ! ISAAd- -DATE CLOSED OUT ASSOCIATION PLAN NO. 22 14 03: 04p SCOTT PERC 508 428 7625 p. 1 Scott Peacock Building & Remodeling, Inc. ]Post Office Box 171 * 1046 Main Street, Suite 3 -Osterville MA 02655 phon..e 508-428- 600 o 508w42� 2 fax � ��g�6 7. 8-76 5, sco1-t Veacock(&,verizon.net EACSI:IVI:1:LE TRANSMITTAL SHEET Frorn. Corn any: D Date: Fax No.: Ek W-30 -.ff.-OfPages Including cover page I I URGENT C:I FORREVIEW I"] PLEASE RL'PLY 1-1 FOR YOUR USE Notes/Comments'. .� J ��1' `?�tG' C%► C.L.!r(,� �1 Ely �� titi A�P.S fit..� /I� ( �( _ (c. yu t� Oct 22 14 03: 04p SCOTT PERC 508 428 7625 p. 2 MICHELE CUDIL®, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville,Massachusetts 02632-1979 • (508)771-7601 - Fax(508) 771-71G3 mcudilo@comcast.net October 22, 2014 Scott Peacock Building and Remodeling Inc. PD[3 171 Pond St./1046 Main St. € Wd •?7 f Osterville, MA 02655 RE: STRUCTURAL SERVICES O'NEIL RESIDENCE 45 STRAWBERRY HILL ROAD,CENTERVILLE, MA Dear Mr. Peacock; At our prior request, I went to the above captioned r October 2 project on Octo 4 for the purpose f r y P q p p � 0, ZO1 p p o addressing the structural integrity of the above Residential foundation structure,in particular as related to observed concrete block crawl space foundation. - The site is located on a lot sloped toward the rear,in a residential inland neighborhood. It is'understood that the building was constructed around 1931 as a one-story wood framed residence over a full basement. Presently the crawl space foundation surfaces and framing are exposed, The attached right side one-story Master Bedroom Addition is atop a concrete frost wall, Site plan and/or building,construction plans of a proposed second story over the rear and right master bedroom were available at the time of our review.The Assessors Database was reviewed, inclusive of building dimensions, We observed the existing 20'wide x 24' (+/=) main full crawl space foundation footprint-with a one-story gable- roofed building with wood frame construction on S"thick,5 course high concrete block foundation, and partially exposed interior side 6"concrete footing. The slab-on-grade appears to have been poured when the master bedroom frost walls were constructed.. It is apparent that the house 3.4'height foundation walls atop a presumably 5"thick foundation are just at the frost depth,slightly within the 4' code-required depth below grade. The walls and footing appear in generally good condition. The perimeter crawl space concrete block walls on concrete footings appear adequate for the proposed second Story. I trust the contents of this report meet your needs at this time. Should you have any questions,please call. Sincerely, T . 0 or MICHELE ��y chele Cudilin, P.E. CUOILO STRUCTURAL ti 1 /2013-214 No 34774 �SSJpJyAL�NG� The Commonwealth of Massachusetts --- Departmeut of Industrial Accidents Office of Investigations 600 Washirigtott Street Boston,MA 02111 fi'14'1t:IIlassgOYIdittl , Workers' Compensation Insurance Affidavit Builders/Cuntractors/Electtzc ans/Piwmbeis Applicant Information t Please Print 'bl Name tBusiness(organization bwh iduaD :off C ( 4 it d e . Address:� ryl 0j f� tj� 0 X 9 I .City/State/Zip I� 0 Phone#: Are you an employer?Check the appropriate box: Type of project(requited): 1. I am a employer u:ith 4• ❑ I am a general contractor and 1 6. ❑New construction employees(full andlor part-time).* have hired the sub-contractors 2_❑ I am a sole proprietor or partner. listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors tame 2. ❑Demolition working for the in any capacity. employees and have workers' 9. Building addition [No workers'comp.insurance comp.insurance? lU Fieckziraal its or additions required] 5. ❑ We are a corporation and its 3_❑ I am a homeowner doing all work; officers have exercised their 1 LE]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' 13-0 other comp-insurance required]', 'Any applicant that checks boor*1 must also fill our the setuan below showing their workers'compensation policy information. T Homeowners who submit this affidasir.indicating they are doing all work and rhea hire outside contractors must submit a new affidavit indicating sudL =Contractors that check this box must attached an additional sheet showing the name of the sub-contract n and state whether OF not those entities have employees. If the sub-couttactors have employees,they must provide their workers',comp.policy number. I ant art onipioyer that is prot'idirrg workers'cor gmnsatiarr a:surartee for try employees. Below is the polify and job site irrforrrr�itn. ` Insurance Company Name. �yt Policy#or Self-iris.Lie-*. 1 A)0_ 00 J• (�'� %0 L-I Expiration Date.: ) Job.Site Address:* S h d ° O Ci /State/ Q.1 VI . ty gip: Attach a copy of the workers'compens 'ou policy declaration page(showing the policy number and expiration date). Failure to segue 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 andior one-year imprisontnerrt,as well as civil penalties in the farm 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)ierebjF c under the its nd penattres ofperjury that the irrfarrriation ptot�dead above is trite and correct. i lure�-1Date- Phone#: ')V r�" �'�78 Official use only. Do not write in this area,to be co ipkted by city or totwn of ciaL City or To,%%: Permitd icense## Issuing.kuthotity(ciacle one): 1.Board of Health L'Buildiing Department 3.City/Town C►trk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone* 6 ACOR,D® DATE(MM/DD/YYYY) �. CERTIFICATE OF LIABILITY INSURANCE 06/30/2014 THIS CERTIFICATE IS 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(les)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 endorsement(s). PRODUCER - - CONTACT NAME: German)Insurance Agency PHONE FAX - 908 Main Street C o 508 428-9194 ac No: 508 428-3068 ADDRESS:certs@ ermaniinsurance.com Osterville,MA 02655 • INSURERS AFFORDING COVERAGE. NAIC A INSURERA:SAFETY INS CO INSURED - INSURER B Scott Peacock Building&Remodeling,Inc. INSURER C: - P.O. BOX 171 wsuRERD:Commerce&Industry Ins.Co. Osterville, MA 02655 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. 1�7R TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMLDDPOICY EFF/YYYY MM/DDY EXP /YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CP00001152 7/5/2014 7/5/2015 EACH OCCURRENCE $ 1 000 000 CLAIMS-MADE OCCUR DAMAGE (RENTED PREMISESS Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED s PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ D WORKERS COMPENSATION WC 005-81-5464 6/22/2014 -6/22/2015 STATUTE ERH AND EMPLOYERS'LIABILITY YIN - ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS betow E.L.DISEASE-POLICY LIMIT $ 500,000 " DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED, IN ACCORDANCE WITH THE POLICY PROVISIONS. Scott Peacock Building&Remodeling,Inc. AUTHORIZED REPRESENTATIVE - ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD T rO ti ,r 'Tovv l o}f Bafusta�le Y Regulatgry Services t Y CRT7ST. B L Thofnas F :Geller pirecfor d Y ! + Bsuzldrng Divrsron�: Tbtn Perry,Building Commissioner 200 MaznStreet, Hyannis, MA`02601, tvsv town Barnstable ma.ps`'' WE= 508-8'62-403:8, y Fax 508-790-6230 Property Owner Must Complete and Sign This Section If Usrn A Builder t. ,as:Owner of..the sub.ect. rn, .e J .,.p P ny ?�. � " f hereby iutho S to act on rn behalf, ,ZW y io all matters relative.to work authorized by this building pe7nit,applicaton for .. r (Address ob) 44iure of Owner Date Pnnt Name- r If ProfSextY_Owner is applyrng for permst pleas e corn Iete the Homeowners License Exemption Form on the reverse side a Q:FQRMS:0WNERPER-W0�ION . � l { I1 a 721'1 iir�i.mrzrueccll�a��C���/laJeac/craeC� - _\ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only fxpiration---- OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: T51853 Type: Office of Consumer Affairs and Business Regulation7/7/2016 Private Corporation 10 Park Plaza-Suite 5170 s. 1 Boston,MA 02116 SCOTT PEACOCK BUILDING&REMODELING INC JAMES PEACOCK =. i 1046 MAIN STREET SUITE 7 Wwithout OSTERVILLE,MA 02655Undersecretary ogre • i V Massachusetts -Department of Public Safety,. Board of Building Regulations and Standards Construction Supern°isor " License: CS-094500 ^` JAMES S PEACOCK PO BOX 171 Osterville MA 02655 g _ Expiration Commissioner 07/22/2016 Boise Cascade Single 11-7/8" AJS® 2 Jbi - fll k r- Dry( 1 span I No cantilevers 1 0/12 slope �' _ Thursday, October 02,2014 `BC CALL®Design Report 16 OCS Repetitive Glued&nailed construction Build 3272 File Name: BC CALC Project LJob Name:_ O'NEIL RESIDENCE ! Description: Designs1J01 Address: Specifier: City,State,Zip:CENTERVILLE, Designer: Customer: Company: Code reports: ESR-1144 Misc: 16-oaoo BO B1 Total Horizontal Product Length=16-00-00 Reaction Summary(Down/Uplift) (Ibs Bearing Live Dead Snow Wind Roof Live BO, 1-3/4" 422/0 127/0 B 1, 3-3/4" 431 /0 129/0 Live Dead Snow Wind Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 16-00-00 40 12 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,127 ft-Ibs 48.3% 100% 1 07-10-11 be verified by anyone who would rely on End Reaction 549 Ibs 55.6% 100% 1 00-00-00 output as evidence of suitability for End Shear 539 Ibs 36.2% 100% 1 00-01-12 particular application.Output here based Total Load Defl. U829(0.227") 28.9% n/a 1 07-10-11 on building code-accepted design properties and analysis methods. Live Load Defl. U1,078(0.174") 44.5% n/a 2 07-10-11 Installation of BOISE engineered wood Max Defl. 0.227" 22.7% n/a 1 07-10-11 products must be in accordance with Span/Depth 15.8 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call Allow %Allow (800)232-0788 before installation.\nlnBC Bearing Supports Dim.(L x W) Value support Member Material CALCO,BC FRAMERS,AJSTM, BO Wall/Plate 1-3/4"x 2-1/2" 549 Ibs n/a 55.6% Unspecified ALLJOISTO,BC RIM BOARD-,BCI®, B1 Wall/Plate 3-3/4"x 2-1/2" 560 Ibs n/a 46.1% Unspecified BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Vibration Summary VERSA-STRAND®,VERSA-STUD are Subfloor:23/32"OSB, Glue+ Nail Gypsum Ceiling:5/8" trademarks of Boise Cascade Wood Strapping: None Bracing: None Products L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick 0SB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 r ®Boise cascade Single 14" AJS® 25 Joist1JO2 Dry 12 spans I No cantilevers 1 0/12 slope Thursday, October 02,2014 ;^ BC CALC®Design Report 16 OCS i Repetitive i Glued&nailed construction Build 3272 File Name: BC CALC Project Job Name: O'NEIL RESIDENCE Description: Designs\J02 Address: Specifier: City, State,Zip:CENTERVILLE, Designer: Customer: Company: Code reports: ESR-1144 Misc: f w, f;w�r. LXJ BO IOWA 16-00-00 B1 16-00-00 62 Total Horizontal Product Length=32-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-3/4" 385/49 101 /0 B1, 3-1/2" 1,035/0 311 /0 B2, 3-3/4" 385/49 101 /0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End - 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 32-00-00 40, -12 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,579 ft-Ibs 18.8% 100% 3 24-11-09 be verified by anyone who would rely on Neg. Moment -1,998 ft-Ibs 23.8% 100% 1 16-00-00 output as evidence of suitability for End Reaction 485 Ibs 38.8% 100% 2 00-00-00 particular application.Output here based Int. Reaction 1,346 Ibs on building code-accepted design 48.6% 100% 1 16-00-00 properties and analysis methods. End Shear 464 Ibs 25.9% 100% 2 00-03-12 Installation of BOISE engineered wood Cont. Shear 663 Ibs 37% 100% 1 16-01-12 products must be in accordance with Total Load Defl. U999(0.094") n/a n/a 2 . 07-08-00 current Installation Guide and applicable. Live Load Defl. U999 0.077" n/a . . n/a 6 24-01-11 building codes.To obtain Installation Guide ( ) or ask questions,please call Total Neg. Defl. U999(-0.01") n/a. n/a 2 20-00-02 (800)232-0788 before installation.\n\nBC Max Defl. 0.094" n/a n/a 2 07-08-00 CALC®,BC FRAMER®,AJS-, Span/Depth 13.5 . n/a n/a 0 00-00-00 ALLJOISTO,BC RIM BOARDTM" BCI®, BOISE GLULAMT"',SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM f %Allow %Allow PLUS®,VERSA-RIM®, Bearing Supports Dim.(L x W) Value Support Member Material VERSA-STRAND®,VERSA-STUD®are BO Wall/Plate 3-3/4"x 3-1/2" 485 Ibs n/a 38.8% Unspecified trademarks of Boise Cascade Wood 61 Beam 3-1/2"x 3-1/2" 1,346 Ibs n/a 48.6% Unspecified Products L.L.C. B2 Wall/Plate 3-3/4"x 3-1/2" 485 Ibs• n/a 38.8% Unspecified Vibration Summary Subfloor:23/32"OSB, Glue+Nail Gypsum Ceiling:5/8" Strapping: None Bracing: None Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria, ' Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. " Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. ' Page 1 of 1 - ��' , 7 S' S'7�'��na,^ry /�CC dla/ �e� � a �,� ire HEATLOKT"w Installed Insulation Statement SPRAY POtYUREiHANE FOAM 'F • L . Density ' • SOY=200 - Company Name Cape Cad lnsulatlon, Inc. Phone Number 506-775-1214 Applicator Name will Johnson . Installation Date 3102115 lobsite Address 45 Strawberry Hill Rd. Centerville A-Side Lot #'s Permit Number B-Side Lot#'s Locationof • • Approximate • Walls 3"nominal fill 20 1000 Attic > Plates 3" nominal fill 20 100 CoatingInturnescent ' • Location Thickness CoverageRate Lf 817-640-4900 • Info@Demilec.com Demilec.com • www.DemilecUSA.com IMANI* DEMILEC REScheck Software Version 4.5.0 Compliance Certificate Project Addition & Renovation to O'neil Residence Energy Code: 2012 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type:' Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 45 Strawberry Hill Road W.B. Daniels Scott Peacock Centerville, MA 02632 W.B. Daniels Design Services Scott Peacock Building& P.O.Box 737 Remodeling West Dennis,MA 02670 P.O.Box 171 ' 508-760-2003 Osterville,MA 02655 0 0 0 0 0 Compliance: 3.1%Better Than Code Maximum UA: 96 Your UA: 93 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ' Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 785 49.0 0.0 0.026 20 Wall 1:Wood Frame, 16" o.c. 837 21.0 0.0 0.057 42 Window 1: Wood Frame:Double Pane with Low-E 15 0.280 4 Window 2:Vinyl Frame:Double Pane with Low-E 90 0.300 27 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 # 11687 Project Title: Addition & Renovation to O'neil Residence Report date: 09/25/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11687.rck Page 1 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 41.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section _ r x ' Plans Ver�f�ed Feld Verified ' # Pre InspecC�on/PIanReu�ew �. CompUes?, Comme»tslAssumptions Value Value __ 9• .._. 103.1, :Construction drawings and ` ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the building envelope. ❑NotA licable -,-"[]Not Observable Pp 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate '[]Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems g 5 ❑Not Observable , Systems serving multiple ❑Not Applicable :dwelling units must demonstrated ' compliance with the IECC Commercial Provisions. � F 302.1Heating and cooling equipment is Heating: Heating: [ Complies 403 6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR,2]� on loads calculated per ACCA ' Manual J or other methods Cooling: Cooling: ❑Not Observable r approved by the code official. Btu/hr Btu/hr ❑Not Applicable ; t Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Addition & Renovation to O'neil Residence Report date: 09/25/14 Data filename: \\bruins4\PROFILES\kpresswood\My Doc uments\Documents\REScheck\#11687.rck Page 2 of 8 s f Y I v u '' 2, IECC Foundation Inspection J C mplies? 33 Comments/Assumptions , Ox _ . rv. 1' 3';2 1 !A protective covering is installed to ❑Complies Exception: Requirement is not applicable. [F011]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403 8 :Snow-and ice-melting system controls ❑Complies [F012j? _installed. ❑Does Not , ? ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ti 1 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Addition & Renovation to O'neil Residence Report date: 09/25/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11687.rck Page 3 of 8 �gttlOn 33nI %I 3 a A3,I w13 Av g -3 Plans Verified field Yerified� �' C �# Framing l Rough In Inspection'sUalue 1/alue , Comphes3 3 omments/AssumptlonS ,v&� eq �� ..„ d i3 i,,•:. ,...s. 1:,z 1 ?' �'...�.,.. ' 3 it ri ��>� 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.3.6, ❑Not Observable _ 402.5 ❑Not Applicable [FR211 303.1.3 U-factors of fenestration products ❑Complies 'Requirement will be met. [FR4]1 are determined in accordance F�J,I,Lboes Not with the NFRC test procedure or a taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier i x ' ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's �� ❑Does Not j instructions. ❑Not Observable 3 ❑Not Applicable 402.4.3 Fenestration that is not site built s ❑Complies Requirement will be met. FR20 1 is listed and labeled as meetin9 [ ] ❑Does Not , AAMA/WDMA/CSA101/I.S.2/A440 ':E�3 �'z ❑Not Observable or has infiltration rates per NFRC s �.❑Not Applicable ; 400 that do not exceed code limits. 402 4 4 IC-rated recessed lighting fixtures a ❑Complies ;Requirement will be met. [FR161z sealed at housing/interior finish x ❑Does Not and labeled to indicate_<2.0 cfm ❑Not Observable leakage at 75 Pa. t ❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ❑Complies ; [FR12]1 insulated to >_R-8.All other ducts R_ R_ ❑Does Not in unconditioned spaces or outside the building envelope are []Not Observable insulated to>_R-6. ❑Not Applicable ; 403 2 2 All joints and seams of air ducts ❑Complies�- 1 [FR13] air handlers,and filter boxes are - ❑Does Not 3 sealed. ❑Not Observable , ❑Not Applicable 403.2 3 Building cavities are not used as �''JElComplies [FR1513 ducts or plenums. y" t v ❑Does Not ,❑Not Observable M"IMEINot Applicable 403 3 i HVAC piping conveying fluids R- R- ❑Complies (FRi7]2 ,`above 105 QF.or chilled fluids ❑Does Not below 55 QF are insulated to>_R- 3 3 ;❑Not Observable . s ❑Not Applicable 3 4031 3 Protection of insulation on HVAC ❑Complies [FR24]z�.3 3 piping. ❑Does Not } ' 1 1 3 r r❑Not Observable ; ❑Not Applicable 403 4 2 pr Hot water pipes are insulated to R- R- ❑Complies [FR'x181z p >_R-3. , ❑Does Not ❑Not Observable ❑Not Applicable 3 403 5 „ Automatic or gravity dampers area ❑Complies ;Requirement will be met. [FR19]? installed on all outdoor air Y �,6 ^ El Not 3 intakes and exhausts. 3 `❑ Observable 0 ervable '. x ; ..;_ � 24, ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) P2' Medium Impact(Tier 2) 173 !Low Impact(Tier 3) Project Title: Addition & Renovation to O'neil Residence Report date: 09/25/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11687.rck Page 4 of 8 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition & Renovation to O'neil Residence Report date: 09/25/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11687.rck Page 5 of 8 CJ"e£tldn I,? 3333 - 3 I a�, a 3 , n33373 " Plans Uer�fied Field ver�fled H s 3 9 # lnsulatidn Inspection Complies� CornmentslAssumptions '_ [ alg C' aue o lAl v 333 33 333 i tll'' _..� 36Y. All installed insulation is labeled ❑Complies Requirement will be met. or the installed R-values ';',❑Does Not 'provided. �4 Vic':'.❑Not Observable '. �. EINot Applicable , .,' `.ate,) xFu •.mx�d 402.1.1, Wall insulation R-value. If this is a R- R- :❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 112 of the Wood ❑ Wood, ❑Does Not table for values. ' 402.2.6 wall insulation on the wall Mass Mass pNot Observable ' [IN3]1 exterior,the exterior insulation ; requirement applies(FR10). ❑ Steel ❑ Steel []Not Applicable. 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable "El Not Applicable .. Additional Comments/Assumptions: x v i a 1 High Impact(Tier 1) 2=!Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition & Renovation to O'neil Residence Report date: 09/25/14 Data filename: \\bruins4\PROFILES\kpresswood\My Doc uments\Documents\REScheck\#11687.rck Page 6 of 8 I Plans Verified Field Verifi ed # , Fanal„Inspection Provision Value M ,Compiles " CommentsJAssumptlons' &Re ID °r Value q _.x.. _ _. . _.. ...°..r.._� �.. ,�y .� . . a .._.:._... . . 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2. 402.2.E ❑ Steel ❑ Steel :[]Not Observable ; [FI1]1 ❑Not Applicable = t 303.1.1.1, Ceiling insulation installed per X ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. "i❑Does Not [FI2]1 :Blown insulation marked every ' 300 ft2. ❑Not Observable k M ❑Not Applicable 402 2 3 Vented attics with air permeable x � ❑Complies ;Requirement will be met. [17I22]z insulation include baffle adjacent ` A ❑Does Not ;to soffit and eave vents that extends over insulation. � iE ❑Not Observable W .,.. " ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- :❑Complies - ',Requirement will be met. [FI3]1 insulation -R-value of the ❑Does Not E adjacent assembly. ;❑Not Observable ' ❑Not Applicable ' 402.4.1.2 Blower door test @ 50 Pa. <=5 -ACH 50 = ACH 50= ❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. j '[]Not Observable ; ❑Not Applicable 402.4 2 Wood-burning fireplaces have ❑Complies 'Exception: Requirement is [FI$]� tight fitting flue dampers and []Does Not not applicable. outdoor air for combustion. ']❑Not Observable ❑Not Applicable . 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies ; [FI4]1 !cfm/100 ft2 across the system or ft2 ftz ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in []Not Observable ,tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.2.2.1 'Air handler leakage designate dr �� ❑Complies [FI24]1 :by manufacturer at<=20/, of. ❑Does 3 design air flow. ❑Not Observable ❑Not Applicable ; 40311 Programmable � � h� ; g � ❑Complies mstalled•on forced air furnaces. � � � � �� E]Does Not MONot Observable ' ❑Not Applicable 403 1 2 Heat pump thermostat installed '..y s ❑Complies ' (FITOIz on heat pumps. ❑Does Not � ❑Not Observable ' []Not Applicable 443 4 1 Circulating service hot water ❑Complies (F111]z systems have automatic or ❑Does Not ° accessible manual controls. ❑Not Observable ; []Not Applicable 403 5 1 All mechanical ventilation system �0 40Complies ; [FI25]� fans not part of tested and listed ," ;l❑Does Not HVAC equipment meet efficacy All - and air flow limits. ❑Not Observable , ❑Not Applicable ' 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition & Renovation to O'neil Residence Report date: 09/25/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11687.rck Page 7 of 8 Section Plans Verified Field Verified ,F # Fanal Inspection Proviswns Complies? " Comme»ts/AssumptIQns P .3 I --� �YOiue 31 a .t �di47e ' r�* 3 3a 3 4 , 3 : .,s` �33 .....1. & .3. ,� � 403 9 1 Readily accessible switch on ❑Complies [F112]3 heaters for swimming pools or ❑Does Not ;permanent in-ground spas. �$❑Not Observable a?❑Not Applicable 403 9 2 Timer switches on heaters and _ ' '❑Complies [FI1913 pumps serving pools and £ �, ❑Does Not permanent spas. RIW - ❑Not Observable ; '❑Not Applicable j 4019.1 3 ;Heated pools and permanent ❑Complies [F120]3 'spas have a vapor retardant ❑Does Not cover. K ❑Not Observable ❑Not Applicable 404.1 75%of lamps inpermanent ❑Complies ; [FI6] fixtures or 75/a of permanent ❑Does Not fixtures have high efficacy lamps ¢ t i n❑Not Observable Does not apply to low-voltage ❑Not Applicable lighting. `N € r< 404 1 1 Fuel gas lighting systems have " ��� ❑Complies (Fi23]3 no continuous pilot light. 3� � ❑Does Not ❑Not Observable []Not Applicable 401 3 y :Compliance certificate posted. � ❑Complies 'Requirement will be met. [FI7]� ❑Does Not ❑Not Observable ' ❑Not Applicable 3033 Manufacturer manuals for E ,=a❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable R z � ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2.'',Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Addition & Renovation to O'neil Residence Report date: 09/25/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11687.rck Page 8 of 8 Effidency Certificate Wall 21.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): �0 0 ♦ 0 Window 0.30 •Door NMI Heating System• Cooling System: Water Heater: Name: Date: Comments ' SMOKE DETECTORS REVIEWED ��111111EPPTI • DATE FIRE DEPARTMENT - DATE BOTH SIOHATURES ARE REQUIRED FOR PERMITTING g w� mo 3o d N o ADDDITION & RENOVATIONS w 0 TO t Q w JQ ' THE O'NEIL RESIDENCE' p Z in = GENERAL NOTES(Sae also Project Specifications): a.a nr< tw e ti m. .n.er°..eX.k.M»n M <tw and ABBREVIATIONS SYMBOLS SCHEDULE OF.DRAWINGS 0 }_� IY .sea . _ O <' - T-I -TITLE SHEET - ~ J w> m.demrw anmu.a a.loci m.cemrmt menmmr.n romvnm.nt.o Ise.en <nru nw�..�ium m• .P�m�` pew.tee. 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DANIELS m TO DESIGN SERVICES 0 0 - �o THE O'NEIL RESIDENCE PO BOX 737 Z WEST DENNIS,MA.02670 rx 5 -760- 3 0 45 STRAWBERRY HILL ROAD CENTERVILLE, MA. r STAMP: DECK x< • _wy f �E I It 0. la Qz In z • aEDSE CW� a9WE I • •e vO s OCl �U wQ DFfe E LAUNDRY CO VI- ' 3- pa - I 'DECK - - - BEDROO 12 _ 9 muJ2 VLL ________ I.J 'OUTSIDE. r -+ Oc_ O O U d' sarsE D .SHOWER 11 Q w J Q -- + CENTER OPEN R > o _�� FOYER ---- " O R O B w w =Lti STY - � O � J M-BATH - BATH - v H J w� O ' QO V w CDO QZ Cw } LLJ - - f _ �U DN Q KITCHEN LIVING Rh. S - p I TITLE: p I FLOOR PLANS 0 PORCH �. .. • DATE ISSUED: 12/22/2013 REV SIDNS: j - MDK.aTFS NEw wait CCuSTROCTON CtMTSRACTOa�S5T0 ELLVETII—E PDRPOSES ONLY.a"T' RA�E P�Da it PROPOSED SECOND FLOOR PLAN NG v5.PROPOSED CTS TO PRioR TO AUD WRING I l �r5(;ALE IOGRE�.CTI AND TO DUE ALTE LETSI!S AND/OR aD 5 TO NOT AS DESIGN \/ 0 d3 PLETED ROJX<N' wlTu DESIGN DRAWN BY: >_EiEas AND ninUnP 9iAUD RA DS SETTRKTOR TO vf5TAR LDiNG CODE aup ---- -LE TO—CODes.oaDTRN.wcEs. ccT+ uepiniwswus f o e .T- - �1PROPOSED FIRST FLOOR PLAN - DRAWING NO.: E SCALE./4-'-O Al L , gQ c m m i o A 2 M v N D J s < D R� m zz °GR$ � g one°! s 0 0 0 o F N oQ " _ r 3 5 3 0 =_ IT O 0 A _ _ n o c c = i 2 c � � 4 x E� p E .� a3. s o - -- - D D I - r. m - n _ P y m �T_� Fm v m v� , o ° v - z GG g 4 4 2£ Rmmp< F. FEMM u) 40111'.gg€ . . . . . . b o p p� c) Ln GG " z I N �m ADDDITION & RENOVATIONS yy,B.DANIELS D =L TO DESIGN SERVICES o No THE O'NEIL RESIDENCE vo aox A7 I uo C p WEST DENNIS,MA.02670 PH 506-760-2003 mN 45 STRAWBERRY HILL ROAD N� CENTERVILLE, MA. i g70 = " ... "70 .: ,=m - .oy Ell I oEM z Pia m mm nN m m y O ' z o I N ADDDITION & RENOVATIONS W.B. DANIELS Dz G m TO DESIGN SERVICES ® - v THE O'NEIL RESIDENCE aD BOX 737 WEST DEWS,MA.02670 �760-2o3 ? 45 STRAWBERRY HILL ROAD CENTERVILLE, MA. r STAMP: 110 MPH B(POSUREBWINDIDNE6f34 ALNAIIJNG SCHEDULE - - Numberof Numberof Be, Joint Dea:'tion Co....Nails Nola Nail . - ... Roof FoI.hg . Beclig to%fter(roe-nafed). 2-6d 2-10d each and Fro Board to Isater(BaJ—dad) 216d - 313d each end (aj Jots esvwcEs, _— - - - -- --�--- Tp Rates at im¢a°cCgrn(5ee-ruled) 4-tfid 616d atjonts Ron E2)r.uu.-Trr. '--- _ ------------- - 3W to SW(Face-haled) 2-ad a1ad 24"o.c. ro Heel CeeE REwlaenenl's _—_ ----_ —_---_—_---_ lbaderie He.derF--naad) 1Ed 16d 16"o.c.along edge -- --_— -----_ Reorr meg r'•.I d.Lvt -----_— —_ _—_—_—_—_—_ Join to M Top Fate or Grd,r(foe-Haled) 4-ed 410d PerplC N o Rn�oisr -_ _ __ goclarg to.bil(Ibe-naaed) _ 2dd 2-10d each end - NS _ "—"-- - -—-—- -------_---- Blocking tofor Top Rate(fietulad). 31ad' 416tl each block. 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Ceiling 9teathvg—_—_—_—_—_ _ Gyperm yJa®oar 5d coolers T'edga/10 fold Q. z Ld J Q Wal Breading - O Nbod Bwctuul Panes Z (n S duds spaced up to 24"o.c. led 10d &"edge f ITfeld Lj W W }J .. lrr.nd 25=fiberboard Paneb - 3"edge/&'field O —J 1f7'Gyperm Watboard ad coolers oolers - Tedge f 10"feld J 9cor3reathbg W0� +' mod 9ructuul Panes - - Z m W ' - 1"orless - - 10d 6"etlge/17'fed Z ~ 9re atar than T' _ 1Dd lad a.adge/6•fea O O Q Z w r w Ir V + 'Corrosion mast-111 gage reofng hats and 16.gage daples are pennated,check l6C foradd4bnal requrements - Q 4 Nabs-UlbatoM¢rwisa dated,simsghen fornaltsare common wire sas Soxand pnuemagc nafloof e q,W—t diameterand equal orgreater length to the ap—ified nafls.,y be srbWwtued—lemoth,ro ri prohibited. I TIRE: SECOND FLOOR FRAMING PLAN ' DATE ISSUED: .. , 12/22/2013 0SEGOND FLOOR FRAI"IING PLAN _ REylsloes: SCnLE,/d'-I'-e' i ff ' 3 " DRAWN BY: PROJECT/f. -_-_ ,# DRAWING NO.:A 4 �L 3 I D Z , --- � ----- --- u — -- \---------- EAr ; INjl � l (� -- G -711IjAll � ij � � _ 50 I6•aC 1 0 Rau i oN .. na.- O. ll nz A"r1tNp .. g 4 �€x A ADDDITION & RENOVATIONS W.B.DANIELS > TO DESIGN SERVICES v n 0 lo THE O'NEIL RESIDENCE PO BOX 737 r T� o �� �K N�o m z Z o WEST DENNIS.MA.02670 PH' 760-sacs `f I o 45 STRAWBERRY HILL ROAD 0 CENTERVILLE, MA. Assessors map and lot number �. y 6 ��..� t/. - 1VNi5 9`"•�,•W'D IN Cri'9'fF �pli�eY 1'leFb .,s Sewage Permit num er .... .........•................................ . ���kl R YAs� (� $ �ofTNET,�♦ TOWN OF -BARNSTABLE H�1.H9TOIILE, i • '"6 .ems i - BUILDING INSPECTOR �p aJ APPLICATION FOR PERMIT TO �Roodiorl............. ............. .e..... ....................................... .............4r........................ // .. d TYPE OF CONSTRUCTION IA' 4r lr&k/ .• .... . .� L ` .......................... ..........19..... .. . - .r~ TO THE INSPECTOR OFiBUILDINGS: 1 The undersigned hereby applies for a permit according to the fol,lowin infor ation: S' , A�, ��XY....... .... .. . ! ? " ........ ................................ Location ........ � •• •• e�•••••• Proposed Use ................. 1!�!.. .�. .....7, ! � ., ... ''^'. 4 � .................... 7t de ZoningDistrict ....P�:?�l••........................................................Fire District ........................................ ...............•............... . i'1/ 1.T£/�.... A."F.......AddressName of Owner .... .. ,.... •••• .• •• Nameof Builder ......... N. .....................:............Address ..................................................................................... Nameof Architect ..................................................................Address .................................................................................... %' . Numberof Rooms .......... ................................................Foundation ....... ...................................... ............................... ,e n Exterior ........Y!•• r� ''!'...."a,} •o+. � t�.................Roofing .............. /"/ii 4r............................................ FloorsC.4'... ...Q.! .......................................................Interior ...:...... !.1.. 4.......................................... Heating ........... .. .. /'. ..............................................Plumbing ............. ... ......................................... Fireplace ..............Approximate Cost J�..`-�Qo .. .. Definitive Plan Approved by Planning Board ________________________________19________. Area .... .... .... .. ............Cbjj .• Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH pao.o 9 W C--n - 3 r-- a �3. 90� s� �► 1 I hereby agree to conform to all the Rules and Re u gtLons.af- k�e .•wn-:cf-Ber-ns#ab�le-r-egeM the-above construction. Dunne, Walter E. 17525 remodel garage 0 ................. Permit for .................................... to dwelling,- - ............................................................................... Location S.trabber.r.y Hi.1.1...Ro.a.d.......... . ............... . .. .... . .. West'H'yannisport ................................................................................ Walter E. Dunne -O-wner .................................................................. Type of Construction .............f.r.ame................... ................................................................................ at ............................ Lot ............#3................. .-Wermit Granted ..........19 74 ,*---P'ate of Inspection ....................................19 ZA Date Completed Aq. ....................0.....19 PERMIT REFUSED ................................................................ 19 ............................................................................... . ................................................................................. ............................................................................... ..........................I...................................................... Approved ................................................. 19 ............................................................................... ............................................................................... �x,�"�R<'�t""�,erP�32'.d`�..� {.'�,a •` ,�.-G 1 ;.s.�° ..d ..e � �•f 's� ` ;��.'°i a3��-.d=''u�.''�-�,,.'„�F�Lt �•`�ayi��~ ,r.�''.�M�..,,��t�,..,,�wr`•�,,,�„-.r ��..�s�`�vi-•�..Y Assessor's ma and I Anumber ' ,} f.....�� .° c 'I /l - /f 3 C ^ ?-1/ Sewage Permit number � 5� - yofTHEro�♦ TOWN OF BARNSTABLE l BAHBSTADLE, i 9° r6 9^o M a- BUILDING INSPECTOR ar APPLICATIONFOR PERMIT TO .............................................. ...................................................................... TYPE OF CONSTRUCTION .................... ;,.................. ....................................../ ........-: .... ..........19... .. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: _ Location `�..............................................:...... -.................. ............ °°t............... Proposed Use ...................... ..:..t...................r+...... :. ........... .....:L.U.�..._.........../itji3.............................. ....................... ZoningDistrict ....':.. ..........................................................Fire District ................... ..........................................................` .. .. L..:y... Name of Owner .. Address ...�:..':. r. ci �- = '.. . .. ..... .............. .. ......:......... ................................:.... Name of Builder l ..................................Address Nameof Architect ..................................................................Address .................................................................................... Number of Rooms^ Foundation Ir� (. . ... i .... ................. ..........................'-.........`..................................... ». t Roofing t . t .0 . Exle'ior ............................................................................ g ............................. . Floors K - 1*� .Interior < ... • ..................................................................................... ............................ ...................................................... Heatin :....:Plumbing ........................ g .......................... `...................I........... . ......... .......................;..........................'.. ... Fire.place ...................................................................•.............. - A roximate. Cost r ................... ...................... Definitive Plan Approved by Planning Board --------------------------------19'------- . Area ...... Diagram of Lot and Building with Dimensions ................. Fee . t. . .....00....................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 4/ +jf fitl 1 r 14 Yti 1 t I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Dunne, Walter E. i 17525 remodel garage No ................. Permit for .................................... , to dwellin&fi Location ,,,,Strawberry Hill Ro 4 .................................. ................. ......................te....`............................. , Owner Walter E. Dunne ................................................................. Type of Construction frame ................................................................................ x Plot ............................ Lot ................................ Permit Granted .....December 30..... 19 74 Date of Inspection ....................................19 Date Completed 19 PERMIT REFUSED ................................................................ 19 ............................................................................... ................................................................................ I,I Approved ................................................ 19 ............................................................................... ............................................................................... •-;._•-,�.--.0 a: �..r ..,;:r.�.....,+�,w,�,..,....� ��,,,�,c�;+'-';`•,sw..�.: ,�.y.�..- ...-,.....,<,,.{„-•v«... „►sP.'`.,.r•.r,� ..,j,,,� ,. �:.a.'d Yt cw-e::.. � ..... ..-.-..r .. C i c- r 2 x t ;;,;•. ;ems F- ,�� . -I 1'& OF ik�'4 r Gar - a 1 .At Q i 11,4 i5 D epa EFy Tfil4 F. ;i*11114iT (s `'tS:.i rio s (iR'?i'fv zo tq.frfirust ..,tdUiLb) • .- h Iryp;--Qr ckujf.cfwj _ ,., t r� ttiSkiMA749lZi'sv' s '� LOCATION 45 t p .' It R084 omtartfll f"Vi2wr AMC) NUMDr.,a� .,. .,...•, ,......,M cvii..r.Atstf. �.,. •--�$».•: K. x tf.�117 Oi`` u:;.t..`EK OR Ct'.11PAG Oil APPROXIMATE S M�Qf Nil 1 HG+..ii.�} ...�t`a'4a re ♦ �ti �n lam' ��.b.. � L. ' ..,.I. was N _... ..a^* m.. �.t S7<.,i �.4� T-i V �,.,. �u_ f: �,�L.'3 TIi�F�f,s G': i :E i t�1#1, jF SAF:fit&*'A L L, cX-4 RC 4t THE A;:oVk C0 4"Sl r2 G �y`"''�� t+GYv ti"S Ai st.�r<.,"r•C'i'Cxlif k a uuat.,�tn.s. Sa.e�aCs~i•�sa , Subjoet to Appro'.0 0 uc' 3 Fs` -T- ,.: _ .. . -�. � .. ;� L�4 a� ems. ` � � � _ �a9 '°�''� � �� � , ��'' t ., .. r.. �� j ._ r � .. �. ,.�. - _ _ " y x .. i TOWN OF BARNSTABLE BULK RATE COUNCIL ON AGING U. S. POSTAGE PAID 198 SOUTH STREET NON-PROFIT ORG. HYANNIS, MA. 02601 PERMIT 140. 2 1 c^A t 1 Assessor's map and lot number .. ..`-. ......... . � Ox3T BE I$�,STA LIM..O !_�,a .:,. . _11ANCE. Sewage Permit number ... fn,C.�.... lG. ........ ....... . SAUNITAky' C-O l `� a ADD TOWN REGULATIONS. yOF'If HET��♦ Y TOWN OF BARNSTABLE i • i BASH9TADLE, i 9� "6 9Cr•.0� BUILDING INSPECTOR p Yf1Y � APPLICATION FOR PERMIT TO ........................................................ TYPE OF CONSTRUCTION ........ ............. ........... ............... . ,� L *........................... V .... .. .... 19?/./ -TO THE INSPECTOR OF BUILDINGS: The underrsne �jh�erreby ay plies for a pe/rm/it ac:o6ding to the following information: LocationLJ� / '!�.��. .......... ...... ..�f..!�..: .......2.0 .......................................................... ProposedUse ..... ... . .. .. ....... ....................... ............................................................................................................ ZoningDistrict ........................................................................Fire District .............................................................................. Nameof Owner ....................... ...... ..............Address .................................................................................... E k Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address ................ . ...............................::............................:... Number, of Rooms ............... ... ..............................................Foundation .............................................................................. Exterior ....40..Q.4....... ............. ..........................Roofing ................. Floors / —....................................................Interior ........................ .......AV. -r................................... }seating ._.....................fir...........................................Plumbing .................................................�- U ................................. Fireplace ..................................................Approximate Cost ........... Qa I` Definitive Plan Approved b Planning Board ________________________________19________. Area S� pP Y 9 ............... ................... t Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH L i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. N_qm6 :. Dunne, 4?alter ;! l i 17349 add to single i No ................. Permit for .................................... ► ........family..dwelling...................................... ' Location 45 Strawberry Hill Road ................................................................ Centerville r ' Owner ......Walter. . . . ..Dunne ..... . . . .. ............................................ frame I Type of Construction .......................................... ............................................................................... Plot ............................ Lot ................................ Permit Granted Oo ober 1 74 I fi s Date of Inspection/. ..j ......... ....... .......19 ; Date Completed ........................19 ' PERMIT REFUSED ........................ .................................. 19 E 1 ............................................................................... ................................................................................ ............................:..............:................................... ............................................................................... i Approved ................................................ 19 k I ............ ... ......................................................... I I ' Assessor's map and lot number Cf Sewage Permit number ... ........ QyoFTHEto�� TOWN OF BARNSTABLE B9SB9TADLE. i " 9 BUILDING INSPECTOR �'0 MPY Or• APPLICATION FOR PERMIT TO ............................................................................................................................. TYPE OF CONSTRUCTION ...............`....!...?..... ......... .%;.. ..... .. . f�.... .r:,rr:. ! ......................... t`-14-% �G ................................................19 C.... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ... ........................ ..................... ... .... ......................................................... .......... Proposed Use a '1./ . ...1 ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner f x. 11 - �Y'!r'!. r -c............Address........... ...........�....�...... 4 N Nameof Builder ....................................................................Address ......................................................................I............. Nameof Architect ..................................................................Address .................................................................................... f Number of Rooms ...........Foundation .......................................' � �.. �- .'-- ........ .................................... Exterior .... �.;! X x �,.fl!�s? .c_+�/ ✓'',,r _,J1ts{/`.1...................................... ...... ........................................Roofing .............................�............. � � s i Floors .............0 0)—Ilt-L.........................................................Interior ..............: ... ...................:.................................. Heating :/�t. Plumbing ............... f��......................................................... Fireplace ................ .................................................................Approximate Cost .... .`.f{.� r ........................................... Definitive Plan Approved by Planning Board ----------------------_---------19-------- . �A Area .... i.......-'�.:..f........... Diagram of Lot and Building with Dimensions Fee `' SUBJECT TO APPROVAL OF BOARD OF HEALTH I ,e h �j e i � I i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name~ ?..:�`—'- :. ................................. • _ Dunne, Walter No 17349 . permit % .... add to single ...` ............... ......... ami 1X..dwe l 1 ing.......:............................. Location .........45 Strawberry Hill Road .........................I........................... ......................Centerville/ Owner W.alter. . ...Dunne .. . ...... . ......... Type of Construction frame ................................................................................ Plot ......................... .. Lot ........................... 1. Permit Granted ......October 1 19 74 .................... Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 .......................................,........................................ ................................................................................ ............................................................................... f Approved ................................................ 19 ............................................................................... ............................................................................... 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RAKE HOLD BACK PORTIONS OF ROOF SHEATHING HI mmu o®PN8 I � ENO A IC:H ECf113-PLANNE3`16 COVERED BY OVERFRAMES FOR PROPER ,P1�pgylgLAR TO /,{��LyE J='-' mom VENTILATION FRAII N THE MW TWO {�—I�' ��� SCALE: AH DPiE: .j APPROVED: - AWN BY: b K5 9 RETURN VENTILATIONROOF FRAMING PLAN FIRST FLOOR 1888 sf o'NEIL RESIDENCE ■•• "=1'� WINDOW 8 DOOR HEADERS TO BE(3) ISE w/TWO LAYERS 2 45 STRAWBERRY HILL RD FLOOR A ROOF FRAMNO PLANS OF PLYWOOD UNLESS NOTED OTHERWISE 1,-, , BARNSTABLE, MA PROJECT NVIBER MgsHPee,ngSsacHUs=.775 DR�W1Ne NLM 11 SCALE 4-I-d a,�., a,e„ A-2 FOUNDATION REINFORCING: • #4 REINF. RODS @ 48"O.C.VERT. ALL INTERSECTING FOUNDATION NOT • 244 REINF. RODS @ TOP&BOT. HORIZ. POURED MONOLITHIC MUST HAVE r UNLESS NOTED OTHERWISE 1 INTERLOCKING KEYWAY 12'x1" ALL REINFORCING STEEL TO BE GROUNDED —G.C.TO COORDINATE UTILITIES PRIOR TO WORK p'o sa4D IV ,1 Ran oN T�oT' � .. a°FOOTM Am4.� DHOW PNISt1 ERAGE _ — —� exrfRwR GRAM / rr-v I W.FA7TN6 6EV IV ( I __ tiYwOYD POOrw MEK r1O Ir COMM )0 04 W.fPMS 0 xi$us O W at,TYP. - TO.S y Rm 70 ON eWE �I 3 C� N FV~ Id racaTE Faw 1 COATS A9PMA3.7 SRO ON N fMr DE DEAN FAO � I - I W.Pa7r8Jti 6 EV.n5 %w PSI DMP-PROGf'N6 I-W PT.SILL PLATES N�����66D FWTNE,BLS.WO 1x!KEYWAY %ex( xrxa (1)TDV tIORR ON SLL WAZt — — — — FOMATIGN — T10N I I t amm /4 Few.RODS a Tti rm,9000 PS; — 'w OG. A W DAYS W. TO.WALL — — — — — TtgR�.�GN WATBt 5Fi4 .. - �°DB.aY GRADE — .,..�- MWE UTO. WALL B.EI. ID.W B.EV. TO.POOrO�9.EV.TD.SLAp 6RALE %w I DO.Fagna a".Wrle EMV.n5 maw oar'sr/H1rs&Yxvx,� I I eO.WWI a.Ev.0 —PLATE WASERS 0 4-e 0/, P4 D'nwc STEP IN I 70nr.MwN saD I L P�� I igil. s�D^ .,� FFOM @05. B�CSL®70 �H QJN1 I I FOMATION I11. � "➢:;li�T-ie r RIBD NSL L I!t ,ilk. „ ra =,,� T - '• '- GOATS ASPWIT DAA k4i�'N5 I WALL e.ev. caAPACT® 624METE Pa.►DATM FOOTING DETAIL �"D 'a°° I TWO w I I t ''� &7SILL'DETAIL I a�iPaY0APat DARRHt b ix6 i/i WWP. O VAS may. I O.WALL eLW I loss o.WALL 9PA. 'GALE I"=1''.d' I u' O.WALL ELW. I i mom Dais FawAr�cN I � I �1 I ' r/�lx7x PLATE r0.Sro w.a' I I U.FA7rN6 ELEV.n5 °r 7'-iA°6� I I 2 I E". �TO C I .' I D.Fcbrrs HEV.W NSTN18t N TMPHD I I Pon w0emwe �¢.a v*uw PPE aa, ,'aw'm I u z I 1d•r 6'awn-Te AAD r/i"/V I oN OGNG.SLAP 5 ,?• WHIP AT nm-DL•'Pm I GA I -;_, - CN A-LL MY VAPW I ... $ SLAP ) I DAW ER&Ax*i/i W.WP. r0. w.$ I 0 FVLWAMK 2txl"x I I J I %w PSI I I TO.WNL 9 POR NALQ45 Ri39�'- a.• T3PV. I9 ,1 * L C `' DI Y r0� TO FIG.�c AAD IDb ;.✓ 5 4- z 1 pmm N wPG1A uo 5 ?f � I STEP N 5T�N I MOM O 6UiE xY •Pure WARSts 1� a s�� �l � Gon,P�6tu06 Q' I 6 D.WALL 9EV. CMACW ORA— PaPDAT10N I�PPE sTOP —ATMI I YG' P.T.lraYA su. NFU hapm 10 DIA SML ANGWR Cara RErE PalDA •EIPAN51R1 aNr I I - �000 Dais K d OG.►kcL pw flu~ T mawO�MRI ..Wiwi eFV � � a I I MWATTM r0.foarm a&.Ka HOLD DOWN GARAGE SLAB ' "�°" ° "` �' WALL E EV. O.WALL HEY. . f(J rixYOSY TD.Pa7fN6 BEV.n5 ( q� sLALE I =1'—d' SCALE I"=1'—d' sr�P N °n.rxTw E EV. k I FaMAT,ON I aq TOri.DHOW SJID a z - P7�fYRi�POST W/ STOP AWAC 4'OGtYRETE STD — — — STTr N ON SAKE WRE W/ WALL My. AT�N A9.WALL ELEV. ra Tr DM Ow. 624onoe W/ II �� . RUCTION SET STD T FOUNDATION PLAN 4/15/2019 YAROSH ASSOCIATES, INC. DETAIL @ PORCH COLUMN 156j 4=I'—d' ;;; A RCHffECM-PLANNERS 8 �'. mom SCALE: AN DATE APPROVED: - DRAWN pV:�'&KS SCALE I"=I'—d' O'NEIL RESIDENCE —G.C.TO COORDINATE UTILITIES PRIOR TO WORK 45 STRAWBERRY HILL RD FOUNDATION PLAN A SECTXM iI BARNSTABLE, MA PROJEc DER MASHPEF.,MASSACHUSFTTS DRAWING N-78ER /! �.onon woven A-3 Y . . l 1 f fg i RIC 9 Vic I Z am -4. a AIR xx c0� N P _a o° � gg ca m oI dl� , a -M:K� 1 ----------' — 19 I >can z —I m `�vg�o -� •� a w N% �11 i coW" \� m C� � m I m ,y m m o T� gmz I a {c� >�t- --------- ---- �� ----------- - - �, = m II Q N II O �� w --------- -- -� ----------- -� ammo MEMO i � I� rp0, N � �4 4 � x L RJ ( x L tj�J m I m ic loo • ----------------- °�'R t°�g ` ----------------- T ae• �a3 m i �•gV€�b'bFaO • a ' ' ` I D X� " V•• � /'�1,�` �a Err; �"'�' rw r •��$ �•-I� �. }m��n i 3.� i��• I Z f I fWWW1� 7 }as n r E Z d t °"21 � m ' r r SPECIFICATIONS NO ARCHITECT FIELD OBSERVATIONS H. Treated lumber shall be'Wolmemmd'OAO lbs./m.ft.retentlon.Treated lumber shall be used at; 1. All wood in contact with masonry. 1. GENERAL CONDITIONS: General Conditions are as per Owner/Contractor Agreement In the event of a conflict between I. Trim(unless otherwise noted)to be square edge.All exterior trim to be'Koma'.All window&door trim to be'Koma'. Suggested Specifications and OwnefiContrector Agreement the Owner/Contractor Agreement shall rule. J. Exterior siding to be while cedar shingles,(clear extra)over 915 felt(No Tyvek). 2. TAWS ORDINANCES AND PERMITS Contractor shall give all notices,obtain all permits,licenses,certificates of inspection, 14. CAULKING AND SEALING. of approval,of occupancy and other such instruments required for his work,and pay all costs and lees for same.Contractor to A. Sealants for joints noted on the drawings as"sealant shall be"Dynatml I"as manufactured by Pecora or equal. make all necessary arrangements for connection to utilities and pay all charges for same. Contractor shall obtain and pay for B. All sealant shall be in accordance with manufacturers specifications.All joints to be sealed shall be thoroughly cleaned the building permits, before work commences.Prime all joints when required by manufacturer's written instructions. C. Joints to be Sealed shall include but not be limited to: Plans and specifications provided by: 1. Exterior joints Architect: She Engineer. 2. Windows and doors. Yamsh Associates,Inc. Demarest Land Surveying & Between dissimilar materials- 10 Cape Drive 338 Mayfair Road 4. Under saddles and sills. Mashpee,MA 02649 South Dennis.MA 02660 D. Caulking for joints noted on the drawings as•caulking•shag be as manufactured by PTI or BC-158 as manufactured by (508)477-4731 (508)364-9049 Pecora or equal. E. All caulking shall be in accordance with manufacturers specifcagons. All joints to be caulked shall be thoroughly TEMPORARY FACILITIES: cleaned before work mmmenoes.Prime all joints when required by manufacturers written Instruction. Work Included;Temporary facilities and controls required for each Section shall be included by Contractors requiring same. F. Joints to be caulked shall Include but not be limited to: A. Temporary utlities electricity. 1. Interior joints ,#',. B. Sanitary Facilities. 2. Door frames. C. Enclosures such as tarpaulins,barricades and canopies. 3. All areas affected by or recommended by manufacture of the product. SUBSTITUTIONS AND'OR EQUAL-Proprietary Specifications are used herein only to indicate style and quality.Substitutions 15. ROOFING AND FLASHING: _ VA MLL-Mr. _ �M��_ are acceptable but must be submitted in writing to the Owner for approval.The Owner will respond with a written approval or A. Roofing shall be Architect Style asphalt roof shingles w/hurricane nailing and Win over 830 w, tell and'Gram'Ica -- - _ Fat HaPOWN ____ p g PP sPo^ PP tY Pha g g gluing, p. _ -.._ . ._4EhT1' 7 .. \�j .._ _ .-.: --__._ sm"T""- L (�� disapproval. and Water shield Sup from eaves,'Grace'aver entire 3/12 pitch. Install per manufacturers specifications.Must meet VA�y j�ad yY Y/�F"P I'M ad SCOPE OF WORK The scope of work is indicated on the.drawings and includes but is not limited to the following Archltwtuml ASTM 3161 F. 'r - 9 y OG.eve ( ) ®i'A.EPW t , and construction work; B. Provide and Install concealed flashing at all intersections of roofs and wells,chimneys,valleys,doors,windows,etc.and NNId'G A. Site work(see drawing by Site Engineer). through out the project to Prevent any water leaks. B. Electrical work. C. Provide ice and water barrier at all valleys. C. Ali fill necessary to match site grades on plans- D. Ali gutters to be white aluminum with aluminum downspouts Had into drywees. y D. This Building is at the most and it is the Contractor's responsibility to is—ide special attention to all flashing and water E. Contractor is response to provide flashing to all areas throughout the job which may leak from weather related infiltration details due to its location. conditions. Rubber,metal,or equal may be used. It will be the responsibility of the contractor to follow up antl inspect all areas prior to final enclosure. I No Electrical construction plans are.provided,ft is the Contractor's responsibility to hire quaffed experts to design and install F. Ali colors Selected by the Owner. such items and inform Amfi tect of any structural changes to plain-Use Architect's Plans as the Specification for all work. 16. DOORS AND HARDWARE: COMPLIANCE:All work shall comply with all aPpgcabla Federal,State&Municipal codes,laws,regulations,ordinances and A. Sizes to be as shown on drawings. i covenants. Contractor is responsible to notify Architect of any discrepancies or non-conformities in plans and to bear all costs B. Garage doors shall be steel motorized upward acting,sectional doors,remote operation and meet high wind arising from rectifying work knowingly performed contrary to law or best practice. requirements. tFIR QUALRY OF THE WORK:All work shall be in accordance with accepted trade practice,all materials shall be suitable for their D. Finished hardware including including but not limited to closures,stops,butts,cylinder locks,overhead tracks,closet poles and purpose. The Owner or their representative and contractor will adjudge the quality of the work and wig have the right to mlecl - weatheratripping shall be furnished and installed by the Contractor.He shall allow for installing hardware. u any work that is not acceptable.Moneys will be withheld until work has been installed as per contract document. 1. AD doors to be sized as shown on plan. GUARANTEE:Except as otherwise noted.the Contractor shall guarantee all work against defects for one(1)year from date of 2. AD exterior doors to be weather-stripped. I / substantial completion or occupancy permit. Necessary repairs or changes to include making good defective or inferior work 3_ Finished hardware shall be selected by the Owner.Installed by Contractor. and all damage to property caused by such work or by correcting it. 4. Provide door bumper at all swing doom. CONDUCT OF THE WORK:Provide necessary enclosures,barriers,Scaffolding.ladders,etc.,as required for safety.Lines, 5. LatchfLocksets selected by Owner.Installed by Contractor. laves&grades:Tie General Contractor shag lay out all work and establish all points,grades,lines and levels and assume all 6. Exterior doors to have aluminum or woad threshold and stainless steel Nnges. responsibdlty,for same.Rubbish removal,cleaning up: Cleanup and remove each week all trash,waste and refuse materials 17, WINDOWS: of any nature resulting.from any work-At completion of budding,leave'broom clean',do all special cleaning including windows, A. All windows to be'Anderson 400 Series with Low-E4-Provide opening protection to comply with Code. Provide irsect stains,fingerprints,floor anti well tile,polish hardware,dust fixtures,etc. screens. 0. PROTECTION AND INSURANCE: Continuously maintain adequate protection of all work and materials from damage and B. Windows to be as Per plan of sues and types as shown on drawings.Contractor to verify sizes with manufacturers protect Owners property from Injury or loss arising in.connection with this Contract.Maintain adequate insurance for protection latest specifications Prior to construction of rough openings. ' _to MIL-11C_ __ - _ _,., -__ _,_ _ _ _ -WS MIL-K. under'Workmen's Compensation',claims for ------ - pe personal injury&deer insurance as required by local codes and hest practice. C. Pack voids between window and rough opening with glass fiber insulation. � �--..- �---�i1T1g16 -�-- .-•— ._ �_T.._ ..._ -__ ___ �-. ....., -USM FiOR F10lA7WN ' Fire Insurance wig be carned by Owner,on JW%of ireumble value of structure,not Including Contactors tools or equipment. D. Alf windows and doors to be sealed with'Grace"Ice&Water protection or approved flashing supplied and Installed IN M M rm ad "Z j�Q'�7 rw Both parties shall contact their own insurance companies to review the necessary coverage. contractor. ®`OG.EPOS ` 0 P OG.Em ` 1. FOUNDATION AND SLABS ON GROUND: 18. PAINTING' A. All Imiirigs to bear on firm undisturbed soli minimum bearing capacity of 2 tons per square foot A. Cleaning and preparation of surfaces. _ B. Bottoms of exterior foobngs to be carried a minimum of 4'-0'below finished grade on virgin soil. B. Painting and finishing of all wood,unfinished ferrous metals and all other surfaces through Interior and exterior of C. Where footings are stepped,bosoms to be stepped not more Nan two(2)feet vertical to four(4)feet horizontal. construction area of building unless otherwise Specified.apply three(3)mats on all surfaces,except cedar shingle D. Ali excavShort and foundation construction to be in the dry.No concrete is to be placed In water. siding wig be natural no finish.Exterior trim to gel two(2)coats. E. Do not backfill against exterior foundation wafts unit lateral supports,top and.bottom,are effective,unless wall Is C. Protecting and cleaning of finished work. F= adequately braced. D. Painting-Colors selected by Owner. U I L D I N G F. Exterior foundation watt shag be damp-proofed with two mat of approved bituminous material from footing to finish 19. PROJECT ALLOWANCES: grade.Thompson Water Seal to be used on all exterior foundation walls above grade. Construction allowance is for money held in contract for items listed as an allowance.The Contractor should add a 15-A mark- ,A G. Where filgng is necessary to meet the required stab elevations,provide a granular fill compacted to min.modified up to all allowances In base bid-if the allowance is not used,a refund of all the allowance plus 15%will be credited or not billed COMPONENT I AASHO-T-180 density of 95%.Grade to be stripped of all top soil and deleterious material before applying fig. to the Owner.The allowance system allows Owner the right s purchase the allowance item or decide what pradmt wig be used H_ Provide and additional layer of wire fabric over mntlutis,pipes,etc.where same is embedded in Slab. at a later date. O .� L No placements are to be made until all embedded Sams pertaining to the electrical and mechanical trades have been Set In forms.This contractor shall coordinate with other trades to obtain necessary information.Set tops of all slabs to Allowance backup paperwork will consist of a minimum of two(2)bids from subcontractor.Bllli ng will be done on an invoice slip 1 BUILDING accommodate architectural finishes. from origins/subcontractor as a backup to the cost to Owner. j, 2. CONCRETE: 20. PROJECT CLOSE OUT: COMPONENT A. All concrete shall be stone aggregate having a rtarlonwn strength of 3,000 P.S.I.et rag days. Cleaning Up:Upon completion of the work,but prior a Mal acceptance of the building,the contractor shall do,or cause a have 1 0-le - B. Reinforcement shall be deformed intermediate grade new billet steel,ASTM A-615,grade 60:deformations,ASTM A- done by trained,experienced and dependable specialists in the particular types of work required,the following: STAKr MIL fflff 6r `wn all i W.W.F.ASTM A te,w As indicated et drawings. fl•YY'(OGiJ_ �" C. All intersecting cororete wall and Steps,etc,shall be keyed and Doweled together as per plan. All glass thoroughly cleaned inside and out,washed and polished,with all slickers,marks,labels and stains carefully cleaned D. Concrete for floor slabs a have max.stump of 4'for all other concrete work,a m slump ax.smp of 6'. up,and no glass or surrounding materials shall be scratched or damaged by use of harsh abrasives,tools or careless K. AB beam Intersections shall have web stiffeners above or below beam. workmanship.Protective coatings shall be removed from machinery,hardware,lighting futures,and similar equipment,and all C 3. ROUGH AND FINISHED CARPENTRY: finished..pars cleaned and polished Each trade will be responsible for their own fresh and clean up.All trash and debris shall NAILING SCHEDULE A. Ali framing lumber that is not engineered lumber,except where otherwise noted on drawings,to be Eastern Spruce with be removed from the building and the site. Paint,patty,adhesive and similar ma"a shall be removed and the enure building I I the following minimum properties:Fb=1000,Fc=400,E=1,200,000 left clean.The site shall be free of debris,with all areas adjacent toS the construction site,cleaned and raked as required by the NAILING "O.C.SPACING WITHIN B. An engineered lumber,except where otherwise noted on drawings,to be Weyerhaeuser Trus Joist-LVL-with the Architect a make the site neat and orderly. following minimum properties:Fb=2,6W,Fc=750,E=2,00OD00,Fv=250. Engineered joists to be Weyerhaeuser Trus 21, GUARANTEE AND RELEASE OF LIENS(with final billing) 48"OF RIDGES, EAVES,& JmSt'TJI'and meet the manufactures minimum design properties for the depth and Series as listed in the Trus Joist A. At the Completion of the job and upon receipt of the final payment,the Contractor shall deliver to the Owner,a complete GABLE END WALLS,6"O.C. Specifier'a Guide. attested release of liens for his and his Subcontractors'work under the Contract. C. Use two(2)Simpson A35n framing anchors at each rafter to beam,header,or plate unless noted otherwise on B. He shall also deliver to the Owner,the various guarantees. SPACING IN FIELD drawings. Use Simpson'LU"joist hangers at all flush connections of joists to beam uness noted otherwise on 1. All Subcontract guarantees shall be endorsed and signed. DETAIL { ..�'x�:---''-c.�g 'W drawings. Use Simpson hurricane'H'clips at all rafter to plate convections. All exterior connectors fO be stainless , -Y steel. "We(1)hereby endorse the above guarantees and do certify that we(I)will coordinate and prosecute to completion any G _ WALLS W/NO HATCH:6"O.C. B.U� a ` 4� ��,�:,� � D. Lumber and its fastenings to conform to the"Natonal Design Specs.for Stress Grade Lumber and its Fastenings"by corrective work required thereunder." EDGE NAILING& 12"FIELD C O "; ��``L q. the National Lumber Manufacturing.Association. Framing contactor shall coordinate his work with that of the other 3� betles.Franting members shag be located So as to clear plumbing lines,mechanical ducts,etc. Signed: NAILING E. All he saes shown on framingplans are minimums. Contractor ma use larger sizes for standardization at his p Y 9 (Sub-Contractor,with date of signature) O .w tllScretion. C. Prepare Home Owners Manual with all g par photo information and details needed to enable repairs in the future,including g r y F. Headers shown as having'1Y2'plywood"on drawings shall have one continuous sheet of plywood,lug height and contact information for all subcontractors involved in construction. n HATCH DESIGNATES FULL length of header,sandwiched between dimensional lumber. 22. PAYMENTS' _ G. Plywood sheathing: A. Payment will be for percent of work completed correctly,per month.A 5%retainage will be held until substantial LEE WILKE 6"® HT. PANEL W/6"O.C. EDGE I~�L�l. '���+'� ��g _ 1. Wars and roofs,12'COX exterior grade plywood. completion.A deposit of ad more than 5%will be given at the start of the job.Use ALA G702 Form or Similar and � F - schedule of value form for payment.All payments must be approved by Owner and aOwners Representative prior to NAILING&12MW Me "O.C. FIELDTAASS payment Tom+o oa NAILING " a$ PERFORATED SHEAR WALL METHOD F7TqHATCH DESIGNATES NON-TYP. " 8d COMMON NAILS EDGE NAILED 6"O.C.AND FIELD NAILED 12" MASS.V 140 MPH EXPOSURE B Ll EDGE NAILING OF 3"OR 4"O.C. PER MI •R NJC ON SET O.C.UNLESS NOTED OTHERWISE EDGE NAILING& 12"FIELD •4/15/2019 DETAIL NAILING(SEE DRAWINGS) YAR�Ok�S��Hxr�ASSOMMS.INC.ARCHn A BLOCKING @ ALL PANEL EDGES sc�E air �_ MCM-PLANNERS THE DIAGRAMS ON THIS PAGE REPRESENT AREA ■� SC:LE: AR DAZE: I/Me 0PPOVED: - 0k4wN By;&&Ica O'NEIL RESIDENCE ■ ENTIRE WALLS ARE TO BE SHEATHED WITH y2'CDX PLYWOOD, CALCULATIONS,THEY ARE NOT INTENDED TO BE 45 STRAWBERRY HILL RD E_ SHEAR INAGRAMS A SPECMATHM EXCEPT @ OPENINGS FOR DOORS&WINDOWS LAYOUTS FOR PLYWOOD E BARNSTABLE, MA tFROJEC'ryN�UMBER MASHPEE,MASSACHUSET f5 Df?AWING NUMOEk t 2" 1rtvonal•rok4vsexa A� F ^1 I QO 4 OZD MAP 246 O� OCUS-� a PCL. 179 CENTERVILLE 7 BFJ' CRAIGVILLE CFI ROAD a� S 75'S7'42„ � y E 247 36, �n y z s OG 'yL AI � 'v MAP 246 LOT AREA � ,tI O ROAD PCL. 232 61,777t S.F Q `� LOCATION MAP (1.42f AC.) Q PROPOSED GARAGE ^h OWNERS OF RECORD: IN KEVIN M. & NANCY P. O'NEIL 45 STRAWBERRY HILL ROAD 154f 2, ��o� ?2, CENTERVILLE, MA 02632 o ^� O�P� by QJ v� 32'f n J REFERENCES: DEED BOOK 2�420 PAGE 310 � 47 J DEED BOOK 28420 PAGE 310 iAJ EXISTING SEPTIC TANK 3 = PLAN BOOK 654 PAGE 93 o DWELLING 1 ^ o ASSESSORS MAP 246 PARCEL 38 MAP 246 #45' 60 A gRACN PCL. 235 �9 � THE SEPTIC LOCATION SHOWN ON THIS PLAN IS z G I G EA } - AN APPROXIMATE LOCATION BASED UPON TOWN E cl) OF BARNSTABLE BOARD OF HEALTH RECORDS. 41 \ 3 - Q 5j•57' 76.02 N SpOpLNG N 75'55�40 w s 7853'2�� W SITE PLAN OF LAND IN MAP 246 3 PCL 237 WEST HYANNISPORT u�i o i MAP 246 BARN STABLE, MA. °p o PCL. 37 PREPARED FOR: N 75.51,40- KEVIN & NANCY O'NEIL w 120.00, SCALE 1" = 50' MAY 23, 2019 I i I MAP 246 GRAPHIC SCALE IN FEET PCL. 36 �ZN OF MgSs JOHN qQy� 50' 25' 0 50' 100' � m o Z. a DEMAREST JR ,N D EMAR EST LAND SURVEYING o N 859„ 338 MAYFAIR ROAD �0 S% a� SOUTHDENNIS, MA 2660 508 S 2y I�l DATE H EST P S. FILE=1 4027SP.DWG. I SHALLOW I)FFPENQ ANSI/NSPIS t POOL SHAPE&SIZE _ END DEPTH pEPIl1 I e TYP 6"Radius Rectangle 2'Radius Rectangle Dial 6"Radius Rectangle 12-x 24. 40" 6' i 0 12'x 24' 12'x 24' 1 Keyhole 6"Radius Rectangle-14'x 20' 40 T 0 _ 16'x 32' { 16'x 32' 6"Radius Rectangle-16-x 32' 40" 14'x 28' 16'x 32' ED18'x 36' I - g - - --t- - 16'x 32' 16'x 36' III 18'x 36' V.Radius Rectangle-IF x 36' 40" — 8 II 20'x 40' 20'x 40' 6"Radius Rectangle le-20'x 40 40" 8' II 18'=x-36'^ - 18'x 36' 1 g _ 20'X 40' 20'x 40' 6 Radi_s True EL 16'x 38'x 24' 40.. 8' II 6 Radius Lazy EL 18'x 46' _—� 40" 8• 2.Radius Rectangle 17 x 24' 40" 6' _FF-- 0 Y Radius Rectangle-16'x 37 40" 8 II 2.Radius Rectangle-16'x 36' 40' 8 ' II 7 Radius Rectangle-18'x 36' 40'• 8' Kidney ---- _� 2 Radius Rectangle-20'x 40' 40 - -- 8• II 6"Radius Lazy EL 4'Radius Rectangle �, 15'x 26' Y Radius True EL-16'x 3T x za 40 B' 1l 2'Radius Lazy EL ' _ — - ---- —-— 18'x 45' 16'x 32' 16'x 30' Y Radius True EL-18'x 3T x 26' 40 8' II 18'x 43' 18'x 36' j 16'x 33' 2'Radius True EL-20'x 43'x 28' 40" 18'x 36' 2'Radius Lazy EL-18'x 43' 40" 1 8' _ II 20'x 38' 4'Radius Recta ngre-16'x 32' 40•' i 4'Radius Rectangle-18'x 36' 40" 4'Radius Rectangle-20'x 40' 40" ____ 8' II _ . ____.......L..._.....---.___ - � 4'Radlus Lazy EL-16'x 43' 40•' a' II Jewel-16'x 28' 40" 6' 0 Jewel-16'x 32' 40 8' II 2'Radius True EL „ Jewel-1s x 36 40" 8' Jewe;-18'x 38' 40" 8- i__.._.—II 6"Radius True EL 16'x 37'x 24' 4'Radius Lazy EL Lagoon Patio-21'x 21' 40" 5' _ 0 16'x 38'x 24' 18'x 37 x 26' 1 16'x 34'x 25' patio-24'x za• 40" i 5' 0 I 20'x 43'x 28 18'x 43' ' ,{ 18'x 37'x 29' Patio-26'x 26' 40" 6' 0 ^ 20'x 42'x 31' Grecian-16'x 29' 40" 7• 0 Grecian-17'x 33' 40"--�—8' —_ U Grecian-1T x 3T 40" 8' II i Grecian-10'x 3T 40" 81 II Grecian-20'x 36' 40" 8'Lis II Grecian-20'x 40' 40" 8• II Grecian Lazy EL-1T x 39' 40" 8' II .Grecian Roman End - Grecian Lazy EL-20'x 44' 40" ' { Oval-IV x 32' 40" 8' II Jewel 15'x 29' 16'x 35 Mountain Pond Oval-IT x 36' 40" 8' II 16'x 28' 17'x 33' 16 x 37 18'x 30' Oval-20'x 40' 40" 8' ti 16'x 32' 17'x 37' 18'x 39' 20'x 34' Roman End-16'x 35' 40" 8' II 16'x 36' 18'x 37' 18'x 41' 22'x 36' Roman End-IT x 3T 40'• 18'x 38' 20'x 36' 20'x 41' 24'x 40' Roman End-18'x 37 40" 20'x 40' IL L J. 20'x 43" -- ----- — —Roman End-18'x 41' 40" 8' II Roman End-20'x 41' 40" 8' 11 Roman End-20'x 43' 40" - 8• _- Q Roman End Lazy EL-18'x 44' 40" 8' II t Mountain LakeC Keyhole-IV x 37 I 40' 6' 0 20'x 32' :Keyhole-18'x 3s 40•' 6'6" _ 0 Grecian Lazy EL Roman End Lazy EL 21'x 32' ----- Patio Y Keyhole-20 x 40' 8' II 21'x 21' 17'x 39' 18'x 44' 21'x 40' Kidney-15 x 26' 40" 6• 0 24'x 24' 20'x 44' i 23'x 3T Kidney-16'x 30' 40" 6• 0 26'x 26' i 23'x 42' Kidney-16'x 3T 40"CI: 8' I 25'x 40' Kidney-Ur x 36' 40" 24'x 44' Kidney-20'x 38' Mountain Pond-18'x 30' 40" 6• 0 Mountain Pond-20'x 34' 40" 8' I Mountain Pond-27 x 36' 40" 8' 11 ADJUSTABLE A-FRAME PANEL BRACE GENERAL INSTALLATION NOTES Mountain L -2 x 40' 40" s• -II Mountain Lakeake-20''x 3T 40" 6' ___ _ 0 Mountain Lake-21'x 32' 40" 6- 0 T NOMINAL 1) Installation is to be done in accordance with all Federal, State and Local building codes as well as ANSI/NSPI-5 Standard for Mountain Lake-21'x 40' 40" a• 11 CONCRETE DECK Residential Inground Swimming Pool s. � Mountain Lake-23'x 3T 40" a•- — II COPING Mountain Lake-23'x 47 40" 5"FIANGEAT ._.'t.�''.•~•••`,'.-."'• "" \ 2) Pour 2500P.S.1.concrete bond beam around entire perimeter of pool, minimum 8"deep X 2'Wlde. - Mountain Lake-2Vx40' 40" s• II - TOP&BOTTOM \\// 3) Back fill with clean porous earth free of roots and debris. Carefully tamped, in layers not to exceed 12"thick. Fill pool With water Mountain Lake-24'x 44' 40" s• II OF PANEL "0 THREADED \/\ Lagoon.-16'x 3WN x 2S 40" 6' 0 Roo \/ during back filling. Water level should not differ from back file level by more than 12". Lagoon-18'x 3T x 29' 40" a II 4) Pool system is not designed for earthquake or surcharge loading (i.e. neighboring structures,vehicles, trees, equipment, etc.). Lagoon-20'x 47 x 31• 40• a' II EAEND PANELL ALL BACKFILLTOBE \�\/j UNDISTURBED 5) The basic design of the pool is predicated on a typical installation being soils not containing organic clays, peat, humus soil or highly —�---- END NON-EXPANSIVE SOIL \/\ EARTH h pool A mxJr. Imperial Pools, Inc. / within i'he depth of excavation. If site conditions such as these exist,the d8117eS IIA P / expansive soils-also an uncon trollable groundwater w t P \ P � Y 9 P \\/\ "060LTS A FRAME BRACE \\// purchaser/installer shall contact a local Geotechnical (Soils) Engineer for additional guidance and direction prior to pool installation. 33 Wade Rd _ &NUTS TYP.EA. ! \/\ 10 HIgh 1�wnbih Wad Latham, NY 12110 PANELEND \\j\ 6) Finished decks and/or grades shall be constructed so that they slope away from the pool coping at a rate not less than 1/4" per foot. �� ��g VINYL LINER \�� 7) Grade site around pool and use inert back fill to limit equivalent fluid pressure of retained soil to 501b. per cu. Ft. or less. 18"STAKE HORIZONTAL \\�/� 8"CONCRETE JamesAl.MesxJr.' STEEL WALL POOLS BRACE \\ COLLAR AROUND ° �;•., , METER COMPONENT NOTES - edition FULL PERT MA Professional Engineer Lic 3b365 2"MIN.FILL OF POOL POOL BOTTOM ° o \\� 1) All gauge steel is formed-from material conforming to ASTM.A-653 with a G-235 galvanized coating. K/\\R\\, /j j , ULEVELING PLATE 2) All steel angles(panel stiffeners at frame braces)are made from material conforming to ASTM A-653 with a G-235 galvanized coating. oF SASS-4Ire. \\j\\j\\j\\j\\j\\j\\j\\j\\j\\\j\\j\\j\j\\\\\j 3) All bolts,threaded components and washers are from material conformingto ASTM A-307, nuts A563GA, and are zinc plated. P i p e� Ste` " _1O ,\TJ f 4 Concrete decks shall be 3000 P.S.I. compressive strength..concrete„minimum by_.desian. .............. �, P tv R� �2'-0" I 6"-1 ) pAEs R N `,-. REVISION DATE PAGE J - -` _ �._..... 2'-6"OVEREXCAVATION POOL COMPLIES To NSPI-s CODE COMPLIANCE JP Ry MA ADDITIONAL NOTE RESIDENTIAL BUILDING CODE—780 CMR 81h ED. M G��6365 W 1 3-15-10 1 of IF POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS,DAIN OV O IG Z 3THAN COMPLIANCE TO THE VIRGINIA GRAEME BAKER POOL AND SAFETY ELECTRICAL&PLUMBINGYA11; ACT IS R �E S ABD SME A112.19.8 2001 AT 3'-0"MIN APART - 1 THE CONSTRUCTION AND INSTALLATION OF ELECTRICAL WIRING.GROUNDING AND BONDING,AND AND ENTRAPMENT AVOIDANCE MUST BE INSTALLED. EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO THE CURRENT ADOPTED NATIONAL ELECTRIC ' i CODE REQUIREMENTS. ALL PLUMBING MUST COMPLY WITH THE CURRENT ADOPTED STATE CODE. Centerville,MA 2472 LGl'X CS daaas�ivaw� 7 LocusMap 61,777± Sq. R. N r 1.42± Acres Assessors 2Map 246 Parcel 38 Deed E3k PL BK654 PG93�e 310 o $ 3 o � � � g House#45 J Existing CO Garage 47.5 60StIng 25.5' /V75 POOL A&BUILT 4 SNimming '5. „w s7a °'"' Prepared for: PooKevin O'Neil 45 Strawberry Hill Road To thebed ofmyinfolmation, i Centerville, MA know/edge,andbe/ieft/leswimining Located � pool s'lownonthisp/an �has been/o 45 Strawberry Hill Fad located on the y asindicated Centerville, MA 1nj 0& A. -,N OF 4fgss9 N�'S1'4pnW t 30' Date:April 25,2016 � EN cyG � Prepared b STEPH q �--R, m GRAPHICSCALE Ali Cape Septic, C o � o ,5 ,� 618 Bute 28 3eueMoore Date V%!A Yarmouth, MA 02673 J� �b �P� a �N°SUFN � (IN � (508)771-4200 or alicape eptic ymail.com 1 inch= ft. 30 i i O Ke 1-� S- .S-�oa,c,koe� 40 I r.c � Cein-�e�U i l�•� _ _ � . ;r Pik, .ia iti `y e;• ' 1 _ ' , �'� .. k + U \\ I 16"LVL Ri e 2 x 6 Rafters 24"O-C 2 x 6 Rafters ties 1"Premium Pine Roof Boards _— 6 x 6 D-Fir Top Plates 2 X 8 - it i i of ftjoist premium to decking 4 x 6 Door and Window post — __ ___ ---- --- ----- - t -- -- ' ------ -- -----_ ..-T j x d Bracing i-1----- -- -- -- i 4 4 Diagnal Win 1"Premium Pine Sheathing ! t ; Pressure Treated Sill 10iX 4.5"Concrete Floor 1 / i 2 No.4 Rebars horizontal at slab ---- 'f perimeter 14 x 2q"monolithic slab footing i I I I •:ice G� - _.._.——_ -----— ---'- -- 44 77 L ( - - ------ -------- ---- 3 i ' 4 A i J ash .t£ AL xl CROSS SECTION APPROVED er: SCALE: 1/4-1 " DRAWN BY, CBivI t S D^tE: RE 9I26I2015 EVISED , ;ast PINE HARBOR WOOD PRODUCTS Re: KRAUS-55 PACKET LANDING ROAD,WEST BARNTSTABL 24 BARN An�T 3 . idlll • L 1 ) 9 1. 1.1, I .r I �r✓i1 i . 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SILVA } DB 11875 PG 83 i i GG ' MAP 246 PCL. 179 a w Z m � 2 INNANTUCKET (P ROAD :k SOUND O S 75, N LOCATION MAP SCALE: 1 "=2000' 57'42„ cv FOR REGISTRY USE ONLY 247, o MICHAEL H. & CORINNE A. � I BARNSTABLE ASSESSORS MAP 246 PARCELS 38 & 39 WHITAKER ZONING DISTRICT: RB CERTIFICATE #182860 BRB MAP 246 PCL. 232 N FND_40 0 j, LOT AREA: 43,560 S.F. of S _ _ LOT FRONTAGE: 20 79-27'45" _ FRONT SETBACK: 20' I E SIDE SETBACK: 10' REAR SETBACK: 10' OWNERS OF RECORD: KEVIN M. & NANCY P. O'NEIL LOT AREA 45 STRAWBERRY HILL ROAD 61 ,7%7t S.F f/P)v CENTERVILLE, MA 02632 (1 .42 f AC.) REFERENCES: t( DEED BOOK 12737 PAGE 142 DEED BOOK 25600 PAGE 28 PLAN BOOK 215 PAGE 87 �� oo PLAN BOOK 210 PAGE 85 PLAN BOOK 397 PAGE 21 oo rn LAND COURT PLAN #23803 rn J 0 4t ^� EXISTING DWELLING O v� ROBERT R. MCANAW TR. o #45 1. CERTIFICATE #187429 MAP 246 PCL 235 G� I m J_ A=31.56' (� R=20.00' / BRB FND. 3 S�•57' ?6.02' Atr0 �o 75.55, 7$53,20„ HELEN J. MCMURTRIE, TRS, W CERTIFICATE PCL823078 3 1v� AVENUE � o � o _. p I HEREBY CERTIFY THAT THE PROPERTY LINES CO '� i PLAN OF LAND IN SHOWN ON THIS PLAN ARE THE LINES DIVIDING p ADAM DOHERTY, TR. EXISTING OWNERSHIPS AND THE LINES OF THE DB 26405 PG 300 STREETS AND WAYS SHOWN ARE THOSE OF ' MAP 246 PCL. 37 WEST HYAN N I S PO RT PUBLIC OR PRIVATE STREETS OR WAYS ALREADY , ,51' , ESTABLISHED AND THAT NO NEW LINES FOR I N 75 W DIVISION OF EXISTING OWNERSHIP OR FOR NEW BAR N STAB LE, MA. 40..I WAYS ARE SHOWN. PREPARED FOR: KEVIN & NANCY O ' NEIL DATE OH Z DEMAREST D, .L.S. ! 11 SCALE 1 " = 30' AUGUST 18, 2014 1 ANNI G. DUNNE I HEREBY CERTIFY THAT THIS PLAN WAS DB 12993 PG 17 GRAPHIC SCALE IN FEET PREPARED IN ACCORDANCE WITH THE RULES �jHk OF Uq MAP 246 PCL. 36 AND REGULATIONS OF THE REGISTRY OF DEEDS EFFECTIVE JANUARY 1, 1976 AND AS AMENDED JOHN 30' 15' 0 30' 60' JANUARY 7, 1988. a OEMA EST JR. No. 36859„ D EMAR EST LAND SURVEYING Re suwo Rve'�dQ' 338 MAYFAIR ROAD DATE JOH Z DEMAREST JR., L.S. SOUTH DENNIS, MA 02660 508-364-9049 FILE=1 4027.DWG TOWN OF BARNSTABLE BUILDINB INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ..U.L..Cff...,.5.5 .tf..Z..... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information:— Location U/SXT- Proposed Use .. Zoning District Fire District Nome of Owner Address Nome of Builder Address Name of Architect ..../fiZl/Z..Address Number of Rooms fT.Foundation Exlerior Roofing Floors interior ...Oh 7^/V Heating Plumbing Fireplace Approximate Cost Difinitive Plan Approved by Planning Board 79 Diagram of Lot and Building with Dimensions %^ Q pA.i? M 1 J .6±o &® I I hereby agree to conform to all the Rules and Regulations of the Town of Bornstoble regarding the above construction. Dunne,Walter ^ OP No .9555 Permit for car garage "di Loco tion ......S trawbei^...Hill.Road. \i e. Owner Type of Construction Plot Lot Permit Granted ...^ovemter 18 ,9 64 Dote of Inspection 19 Dote Completed ...19 V'• PERMIT REFUSED 19 Approved 19 SABISTABL TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 19..^/ TO THE INSPECTOR OF BUILDINGS: -The-undersigned—hereby-applies for-a permit occording-fcr the following information:— Location M//.. Proposed Use .... Zoning District .y Fire District Name of Own ddress Name of Builder Address Nome of Architect Address Number of Rooms Foundation ^ Exterior ...Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost Diagram of Lot and Building with Dimensions "t" /a '2- .0 4o /^•/ca/f (p /2 p ,' ^c- I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Dunne,Walter 03 No Permit for single family dwelling M?Location Hi^^ ,£en4£V-V(it^ y Q <r <-'^ Owner Type of Construction Plot Lot w I ^ %, Permit Granted 19 ol v 1 il s\ Date of Inspection 19 1 Dote Completed 19 A 1 PERMIT REFUSED 19 Approved 19 iSi