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0442 PRINCE HINCKLEY ROAD
�. v 0 - � - 1�, � ��v w .. u j .. - ry �.. � .. ,' u _ �: _ � d s �, „ y -- �. _ J 1 i e 1 � � ,� ,. ' _ - . - a ,, ..- _. >> ,. .' � �. x �i ... � .� r ... �'r: n � � .. ... ri _. .. � .. - �i .. �. - .- .�� .t . .- .. -i .. '.� - �.. I, j � .. _ _ �., U ,. .. .. ', a. .. �' H i � .� � ., -. p ., +, ti c -. �, _ - _. u � i< k r � � ,. , . , . . r, _ , � �� , u. . ., _. _ _ t - G ;, .. ,; .. ,,, o . .. ,. .. .:'..� ,, z c a r ,, � ii e �� n � i .. � _ G .� ,�� .. �. '� .� .� � - � �-.99� - �! - � � � � :6 4 e . � 8 ,. . .. Town of Barnstable ` uildin. g 9`� sbeRineo_nfo d"thsCard eniAMA P 6"�° Permit Where aCeificatf Occupan -�s Requredsuch Budding shall Not be Ocupied un il�a Final Inspection{has been made w. ry Permit No. B-19-2082 Applicant Name: KEITH C GILMORE Approvals Date Issued: 06/28/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 12/28/2019 Foundation: Location: 442 PRINCE HINCKLEY ROAD,CENTERVILLE Map/Lot: 170 165� Zoning District: RC Sheathing: Owner on Record: CASEY,JEAN A&WALSH,DIANE i Contractor Name KEITH C GILMORE Framing: 1 - N Address: 442 PRINCE HINCKLEY ROAD K Contractor License CS 098047 T14 ;. CENTERVILLE, MA 02632 z rry Est.,Protect Cost: $121,294.00 Chimney: ^ Description: Demo and Remodel 2 Baths per Plan Specs Re Roof entire home Permit Fee: $668.60 Insulation: with Architectural Asphalt Shingles. Re-Side and Tnm..the entire 7 3'19 Fee Paid $668.60 home with Vinyl Shake Siding and PVC Trim. Frame Ifi to Solar Final: tej Skylight Units for the New Baths. Rebuild the chimney with Red Date 6/28/2019 x MW _. Brick and new flues from the roof line up y �' n F - .r ,ray Plumbing/Gas Project Review Req: 'REMODEL EXISTING.TEMPERED GLASS REQUIRED IN,' Rough Plumbing; HAZARDOUS LOCATIONS. - u • Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzedt this permit is commenced within six 6oriths after„issuance. All work authorized b this permit shall conform to the approved a lica i6h and the.a roved construction documents f r whiththis permit has been ranted. Rough Gas: Y P PP PP � PP �,� P g g All construction,alterations and changes of use of any building and str`uctu res shall be in compliance with the local zonink.%y laws and codes. .-This permit shall be displayed in a location clearly visible from access street orroad-and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. s < Electrical The Certificate of Occupancy will not be issued until all applicable signatures by_the Building and Fire Officials are providetl on this,permit. Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing : Rough. 2.Sheathing Inspection g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: `'Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1, r . r Qi► Application Number........ ® .. 48 Mnee Permit Fee......... ' ...........................Other Fee:..,0 ............ 1639• �� .` //n Total Fee Paid.F ....... ...... 1(JY/ ,!.. .......... ... TOWN OF BARNSTABLE Permit Approval by.....:. .....................on....(�11— ��`�....... BUILDING PERMIT ` {� Map...........1..... ... ............Parcel...............�..� ......:.......... APPLICATION Section 1 Owner's Information and Project Location Project Address 9 -/Z P fZ i AJCE 14j"NC K1-r Y 1Ux Village Owners Name D -dwt I. �. - v � Owners Legal Address yy2 te r i iv eL ff,>v e—k )4,q City a?�a V l State Zip Owners Cell# b&0 -190 - 35- 7 Z E-mail- V AJS A O32Z Section 2 —Use of Structure Use Group Z - ❑ Commercial Structure over.35,000 cubic feet ❑ 'Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 = Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement El Family/Amnesty ❑ Fire Alarm, Rebuild ❑ Deck Apartment ❑ Sprink0QYstem ❑ Addition ❑ Retaining wall ❑ . Solar O//�G� Renovation ❑ Pool ❑ Insulation Other—Specify yr �41 Section 4 - Work Description PtAM0 4- IZE-1/vi o t./I 10I,ftM :s 4r:.5- .� Last undated: 11/15/2018 Application Number.................................................... Section 5—Detail Cost of Proposed Construction q Square Footage of Project Age of Structure Dig Safe Number , -(/Z& # Of Bedrooms Existing 3 Total#Of Bedrooms (proposed) 3 e-Y�,-f- v4 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics MWiring' ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System Masonry Chimney' •' ❑ Addhelocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: ) an-moak U PVL) 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 ApplicationNumber........................................... Section 9- Construction Supervisor Name .W_f_�X l (9-a�Mb rk_ Telephone Number 5-6 6 - _3 Go Z - 1(0 196 Address_�-0• 30 X City 0-ltit Div vi*//,L State YM14zip 6 2 (a 3 Z License NumFe�O�` Q q' License T e � yp CS) v Expiration Date -7 /,S Z C Ga 54 /ACT Contractors Email �� I M 0-tv, 4-? 2 t.reS_ Q_ 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 b 780 CMR and the Town of Barnstable:Attach a copy of your license. Signature Date 1p r-5 / g Section 10—Home Improvement Contractor Name )6&'t'`T� :(q-1 Telephone Number S0 g Address •0 • QaX City 0 i141A v Alb, State Zip Registration Number f 3 W113 Expiration Date /'d Z g 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 Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT 'SIGNATURE Signature Date Z-5 / Print Name � ` -Telephone Number 50 Z -e& ,9& �, S 1�31� E-mail permit to: f � C) P�- e,h 4V` K-i s2S Cow C aLST_ :Aje� P � 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 ajjW J�"A°U as W4thre. su j ect property hereby authorize to act on my behalf, in all matters relative to wor uthorize this building permit application for: l (Address of j ob) Signature of O ._ ; ,, date Print Name i j ti Last updated: 11/15/2018 Propozat _;A_ Keith C. Gilmore Enterprises, LLC HIC#134443 — _0 — P.O. Box 17, Centerville,MA 02632 MA CSL#98047 Phone: 508-420-9934 Fax: 508420-9935 Date: 4-22-19 Project#WAL02 Client Name: Diane Walsh&Jean Casey Phone#860-490-3572 Billing Address: 442 Prince Hinkley Rd.,Centerville,MA 02632 Alt.# Fax# Project Address: Same as billing. Email : dwalsh0322@gmail.com Permit to perform and construct the following project items: Exterior: Remove and replace the chimney from the roof line up using premium red brick, lead step and pan flashing,mortar crown and re-installation of gas insert exhaust cap. Replace all exterior trims on the home using white pvc trim stock and cortex screw and white plugs. Exterior trim to.remain unpainted at this time. Replace the bulkhead with a new Bilco ultra series vinyl bulkhead including a pvc trim foundation . cap trim and wall trim. Replace all gutters and downspouts on the home using white aluminum gutters with hidden hex bolt hangers and new white aluminum downspouts.Replace all the siding on the home using Certainteed Cedar Impressions 7" in Cypress color on all street side front facing sections and Natural Cedar Blende color on all side and rear facing sections.Replace 3 pairs of shutters using Mid America louvered straight top center mullion vinyl shutters in black color. Install white pvc edge and center bead vertical board siding trims to the front porch entry walls and the outdoor shower interior walls. Install customer supplied electrical fixtures to all exterior light and outlet locations.New dryer vent cover with vinyl siding will be installed with new 4" solid piping sections installed to the dryer unit. Replace the entire roof system using Certainteed Landmark asphalt roofing in Weathered Wood,complete ice and water barrier roof deck coverage, Shingle II ridge vent system, aluminum strip soffit vent system,new copper step flashing at wall sections and flash into the new chimney flashing. Interior: Demo both first floor bathrooms,maintaining one operational toilet throughout the project as much as possible.Frame new bathroom layouts according to approved customer final design layout. Remove,eliminate and frame in one existing bath window.Replace exterior bath wall insulation. Coordinate electrical and plumbing subs for rough installations. Install new bath sheetrock, 2 pocket doors and trims. Coordinate flooring installation and shower finish installation. Install customer supplied vanities. Coordinate solid-surface vanity top and sink installations. Install bead board wall finish and interior trim finishes. Prep and paint new bathrooms to client selected finish(2 coats latex included). Coordinate finish electrical,plumbing and glass installations. Install new laundry closet shelving to include . 2 wood surface adjustable shelving units. Install new customer supplied bath room finish hardware to complete. Remove the interior garage-house wall section sheetrock, insulate wall and install new sheetrock. Replace water damaged garage ceiling sheetrock at chimney area.Prep and paint sheetrock with 2 coats white latex flat paint.All coordination and scheduling with subcontractors and vendors is included. Client to- fund subcontractor and bath finish vendor supplies directly. In house permitting, labor,-materials and waste sub total. $ 94,134.00 Electrical subcontractor budget sub total. $ 5,748.00 Plumbing subcontractor budget sub total. $ 5,730.00 Tile flooring subcontractor budget sub total. $ 1,722.00 Solid surface for vanities subcontractor budget sub total. $ 843.00 Shower interior finish subcontractor budget sub total. $ 7,717.00 r Shower door installation subcontractor budget sub total. $ 3,600.00 Vanities vendor budget sub total. $ 1,800.00 ` Total $ 121,294.00 Initials ) �G PAYMENT TERMS The amount or estimated amount of said contract is $121,294.00. Customer agrees to pay the Contractor according to the following terms: $ 5,000.00 Due at scheduling ,� -�q3 $ 6,300.00 Due at issue of permit $80,834.00 Due as invoiced in weekly production installments $ 2,000.00 Due as invoiced at substantial completion $27,160.00 To be paid out directly to subcontractors and bath vendors by client Description of payment terms ` All work will cease under this contract if payments are not made pursuant to the terms described herein. Workmanship issues must be documented by the Customer, in writing,to the Contractor within fourteen(14)days that Homeowner knew or should have known. There will be no refund for special-order materials and/or any other non-stocked items after three days from approved proposal.Any other refunds shall be calculated and/or determined by Keith Gilmore Enterprises. The Contractor retains all legal remedies available if the Customer fails to pay including the recording of a mechanic's lien on the property pursuant to M.G.L.254,§5 to secure the payment of all labor,including construction management and general contractor services and materials,including those furnished by Keith Gilmore Enterprises. Customer guaranties the payment of all sums owed to the Contractor. Customer understands that any debt to Contractor over 30 days past due is subject to a 1'/z%finance charge per month(APR 18%). Customer agrees to pay all legal fees and costs incurred in the collection of any money owed to Contractor. Customer acknowledges that Keith Gilmore Enterprises has a reasonable expectation of payment from the Customer for any materials furnished by Keith Gilmore Enterprises as part of this project between the Customer and Contractor notwithstanding any payments to or disputes with the Contractor. This Notice of Contract is to be construed and interpreted according to the laws of the Commonwealth of Massachusetts. The undersigned acknowledge-that they have read and understood'all of the enclosed terms and that their signatures appear freely and voluntarily below: 1r A , zZ i� Authorized Agent* Date Contractor Date Page 2 of 2 Initials ���iP am mdnu1��z�� C lwalJlj Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 •Boston, Massachusetts 02108 - Home Improvement Contractor Registration Type: • LLC Registration: 134443 KEITH C.GILMORE ENTERPRISES,LLC. Expiration: 10/28/2019 PO BOX 17 CENTERVILLE,MA 02632 ' Update Address and Return Card. SCA; r, 2oa+-n1,n17 ��r C ur lilt iiu•r-u�/�n// l�r.�.ur�grr'/� ' Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:LLC before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 134443• 10/28/2019 10 Park Plaza-Suite 5170 KEITH C.GILMORE ENTERPRISES,LLC. Boston,MA 02116 KEITH C.GILMORE 28 HIDDEN VALLEY RD. MARSTONS MILLS,MA 02648 Undersecretary Not valid without signature s a f Comm onwealtn of Massachusetts `�I Division of Profore essional La d Standards Bui J goerd of lding Regulationsrvtsor Co nstrut�tfi�n�0 E)�Pires-0711512021 CS-098047 RE4 KEITH X MO 17L po BO CENTS RVILLE;MA 021k3Z; issioner Comm a 1 The Commonwealth of Massachusetts Department of Industrial Accidents ; Office of Invesfigations 600 Washington Street Boston,MA 02111 www.massgov/dia i Workers' Compensation Insurance Affidavit: Bwlders/Contractors/Electricians/Plumbers Avylicant Information Please Print Legibly Name(Business/Organbation/Individual): U-JI 4-q ll C' 11 AVn®i1'-C Address: 1 City/State/Zip: P one'#: So 0 Are you an employer?Check the appropriate box: ! project 4. am a eneral contractor and I �e of ,ectr p (required): 1.Qj I am a employer with _ , ❑ I g 6. ❑New constriction employees(full and/or part-time).* have hired the sub-coAlractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7 Remodeling ship and have no employees These sub-contractors have 8, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance.: required.] - 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.0 Other comp.insurance required.]' *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors most submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have - employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. y I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: i 1012 S-vA+2b //1/.SU4'90V a Policy#or Self-ins.Lie.#: Kj,-� JA)C, ®�Q S— 1 Expiration Date: Z A 0 Job Site Address: 4- Z- 2/N NG'" P �� City/State/Zip: ��/li V I �/'I� MA )Z(O3, Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Idoherebycerfipo nder the sins and penalties of perjury that the information provided above is true and correct. Si Date: l9 Phone#: •'` �0 3 Q� 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 eneral Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to ,an employee is defined as"...every person in the service of another under any contract of hire, express li ' oral or written." An employer is de fin as"an individual,partnership, . ociation,corporation or other legal entity,or any two or more of the foregoing in a joint enterprise,and inc the legal representatives of a deceased employer,or the receiver or trustee of an 'vidual,partnership,asso ' on or other legal entity,employing employees. However the owner of a dwelling hoes having not more than three artments and who resides therein,or the occupant of the dwelling house of another ho empIoys persons to do ce,construction or repair work on such dwelling house or on the grounds or burl ' appurtenant thereto shall of because of such employment be deemed to be an employer." MGL chapter 152,§25C(� o states that"every sta or local licensing agency shall withhold the issuance or renewal of a license or perm' to operate a business or to constrict buildings m the commonwealth for any applicant who has not produ acceptable eviden of compliance with the insurance coverage required." Additionally,MGL chapter 152, 5C(7)states"Ne' er the commonwealth nor any of its political subdivisions shall enter into any contract for the perf ance of public ork until acceptable evidence of compliance with the insurance requirements of this chapter have presented to a contracting authority." f Applicants Please fill out the workers'compens n affidavi completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)ram s),a s(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies LC)o Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to w ens'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advis that affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance co e. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the appli ' n for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any 'ons regarding the law or if you are required to obtain a workers' compensation policy,please call the Departm at the number listed below. Self-insured companies should enter their self-insurance license number on the line. City or Town Officials Please be sure that the affidavit is compl and p ' tad legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the ev the ce of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license umber 'ch will be used as a reference number. In addition,an applicant first must submit multiple permit/license licatio in any given year,need only submit one affidavit indicating current policy information(if necessary)and un "Job Site ddress"the applicant should write"all locations in (city or town)."A copy of the affidavit that has een officiall stamped or marred by the city or town may be provided to the applicant as proof that a valid affidavit' on file for permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is�btaining a li e or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said pe n is NOT required to complete this affidavit. The Office of Investigations would luk I to thank you in ante for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone d fax number: The Commonweal of Massachusetts Department of In 'al Accidents, Office of env tigtions 600 Washii n Street Bastin, 02111 - Tel.#617-727-4900 ext 40 ar 1-877-14tASSAFB Revised 4-24-07 Fax#617- 7-7749 WWWM .gov/dia I 02/05A9 ' 03:51-:13 BOO -> RF Connect Page 803 CERTIFICATE OF LIABILITY INSURANCE WA/05/201 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 certlf Late holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. H SUBROGATION IS WAIVED,sublect to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rigis to the certificate holder in lieu of such endorsements. ;RODUCER CONTACT Paychex Insurance Agency Inc NAMPAYCHEX INSURANCE AGENCY, INC. PHONE 877.�6 6850 FAX 585 389 742s 150 SAWGRASS DRIVE ROCHESTER,NY 14620 EMAILOnRr Cents@paychex.com INSURER(S)AFFORDING COVERAGE NAIL B NSURED INSURER A: NorGUARD Insurance Company 31470 KEITH C GILMORE ENTERPRISES LLC INSURER B: PO BOX 17 CENTERVILLE,MA 02632 INSURERC: INSURER D, INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN FLIED 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 SUBJECTTO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ISR TYPE OF INSURANCE DDL UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS TR INS R D (MWDDlYYYY) (MWDDIYYYY) GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ OCLAIMS-MADE[�OCCUR MED EXP(Anyone person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ ENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY =PROJECT=LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ (Ea accident) ANY AUTO ` BODILY Iw URY ALL OWINED SCHEDULED + E] $ AUTOS AUTOS _ Np�.� WNED BODILY INJURY $ HIRED AUTOS =AUTO (Per accident) + _2 PROPERTY DAMAGE $ (Per accident) $ UMBRE,LALIAB OCCUR Y EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE • ` AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND X WCYTATU- LIMIT ETH• KEWC060351 02/04/2019 02/04/2020 — t EMPLOYBRS•LIABRITY E.L.EACH ACCIDENT $ 100,000.00 ANY PR PRIETOR/PARTNEWEXECUTIVE E.L.DISEASE-EA EMPLOYEE $ 100,000.00 OFRCERIMEMBEA EXCLUDED? ' (Mandatory in NN) NIA E.L.DISEASE-POLICY LIMIT $ 500,000.00 11 yes,describe under )ESMPTION OF OPERATIONS r LOCATIONS/VEHICLES(Attach ACORD 101,AddUonal Remarks Schedule,N more space Is required) CERTIFICATE HOLDER CANCELLATION Keith C Gilmore Enterprises LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE P.O.BOX 17 THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Centerville,MA 02632 ACCORDANCE WITH THE POLICY PROVISIONS. u AUTHORIZED REPRESENTATIVE {{_ ACORD 25(2016/03) 01988-2016 ACORD CORPORATION. All rights reserved. . The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map P rcel Application Health Division Date Issued / Conservation Division Application F Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board �`L?h 3 Historic - OKH _ Preservation / Hyannis Project Street Address yV;L FR INc a hf41Vc/1r/L>X R040 Village C t h ft n yi'1l Owner Y&*/ C4J ey D`�N� 2✓�I if Address /.s' laA 1 W41&P Arive 6n'1/✓vp Y C Telephone d d + ga 9� ,�Ur.14 ety I G 3 Permit Request Yiwleaowi o ve✓ -e X►JT/N 0 y.c X a 0• Pe C L o N vt O a f dome Je rnt New wlil#dws <�)(1�f1- p vat nip//:ohl A/tw 9Aay6� t v{ny P�aOv- New/ Igor - �{��v0e"L "'�X��JT/�/9 6�/��HEN,�,D/N/N� �oaar� Rt�o//►�y/ZuaRr "ii Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District �" Flood Plain Groundwater Overlay Al y Project Valuation /Yy Construction Type w° 9 04 M Lot Size �' 3S Grandfathered: ❑Yes ❑ No If yes, attach!u'Dporting-.docu4ntation. c3 Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure /yy Historic House: ❑Yes GYNo On Old Kings Highway: ❑Yes ❑-No Basement Type: YFull ❑ Crawl ❑Walkout ❑ Otheri a Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2' new d Half: existing t renew Number of Bedrooms: 3 existing new Total Room Count (not including bath ): existing I new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other Central Air: AlYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes E No Detached garage: cisting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: CYexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes lid No If yes, site plan review# Current Use / Proposed Use /i,,IGIt r#41 ly diKyje /;"a ow Wy APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name We Twe uempo-f, ::X//e- Telephone Number Sad yak 9�/� Address /0 Yf /Veu/faWn/ Ab License# t 5 -o 7V6 61> Home Improvement Contractor# a Worker's.Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �ewN 61 4rw101-H SIGNATURE DATE / FOR OFFICIAL USE ONLY G$ APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ..FOUNDATION �G�SeNas o s 0 ` FRAME INSULATION L-7 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ` DATE CLOSED OUT ASSOCIATION PLAN NO. ' Town of Barnstable Regulatory Services �+ T i Thomas F. Geller, Director MASS $ Building Division Thomas Perry, CBO, Building Commissioner . 0Q ee anni-s MA 02601 - 2 Main Str H y . PfY}'w.fOw71.-ba1'nstah]ama.11s Office: 508-862-4038 Fax: 508-790-6230 ' PLAN- REVIEW Owner: Map/Parcel: Project Address JJ412 P93A4.E F C <It'Vhuilder: ..The following items were noted on reviewing: © NSu-U�Ti o a M u s'T <Lo Y N f L'Y w 12-0 05. �� sKar.�� �`�E`-k�• N 1J 5 o!L L-VL AX-Z'6 E S u.P Po XT b wZ lu 11 Reviewed b�: Date: Page 7 of 7 Capizzi Home Improvement Inc: Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FORA BUILDING PERMIT I/WE, JEAN CASEY AND DIANE WALSH, OWN THE PROPERTY LOCATED AT 442 PRINCE, HINCKLEY ROAD IN CENTERVILLE,MASSACHUSETTS. I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE.WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE.:: I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE. , MASSACHUSETTS STATE BUILDING Ea-- —L SIGNATURE OF OWNER: . , OWNER'S ADDRESS: 15 HA OOD DRIV ,GRANBY,CT 06035 " _. _. _ .. OWNER':S TELEPHONE: 860:-4:96-9362/860-221.9590 LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS. 1645 Newtown Rd:, Cotuiti MA 02635 APPLICANT'S TELEPHONE: 508=428-9518 RESPONSIBLE OFFICER: r RESPONSIBLE OFFICER ADDRESS: - RESPONSIBLE OFFICER TELEPHONE ADD I��_ D i i� �¢ A#(*11aY 6tr7l�l(-lam, 0tf O F 1111 (' (;mite to 11 r►rid ('otmiruc tiMi lit 111�h 11 ind. Was: 110 m�h Hind/.nirr ' 'Massachusetts Checklist for Compliance (780( 1*1K 5301.2.l.l )' Z Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust)................................. ........................... ... .............................................110 mph _ WindExposure Category... _ _...... ... ........ ........................... ...I... . ... .... ........................ .._.............._..B 1.2 APPLICABILITY Number of Stories _..... ... ....(Fig 2). . ....... ........... ...A—stones 5 2 stories _ Roof Pitch ... . ._ .................(Fig 2) .... . .. . . ....._.... ../-JZ<_ 12:12 — Mean Roof Height . ... _ ... .... : . . ...... .... ....(Fig 2)... __....................G ft 5 33' Building Width.W .. ... ... . . ....._._.. .......... ....(Fig 3)............................ ......,... .....:.. ft s 80' — Building Length. L . . .. .... _ . ....(Fig 3)........ .... ................_............. ft s 80, — Building Aspect Ratio(L/W) ...(Fig 4)...... ........._...... ___ ...... ... 5 3:1 Nominal Height of Tallest Opening` ......... .... .... ...............(Fig 4)....... ........................................ ks 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections... ....... ........(Table 2).... ....._ ....... ................. . .............. ..._.. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.... ............ .. ..... . .......... . ................ ....... ...... _ Concrete Masonry ..... .. ......... .. ........_....._............... ............ ............................... 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general .......... .......... .. ............ ....(Table 4),IL�!N ......�1.r _in BoltSpacing from end/joint of plate ........ .. .. (Fig 5)... .._.... .... ........... .......�Z in. s 6"- 12" —_ Bon Embedment-concrete........... ........ ...... .... . .....(Fig 5)... .. . ........_ . . ......... _�in.a 7" Bolt Embedment-masonry....... .................................(Fig 5)., ......................................... in. Z 15" — Plate Washer............ ....... ... . :. ........ . ... (Fig 5). ............. ._. ........ z 3"x 3"x v: 3.1 FLOORS Floor framing member spans checked . ... ........ ...............(per 780 CMR Chapter 55)..................................... Maximum Floor Opening Dimension....: ..... .._. ........ .. . ..(Fig 6)........ .... .............. — ft 5 12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................ . ............. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall..... ..........(Fig 7)................ ................... ............... — ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...... .... (Fig 8)..... ........... ........................_ft s d Floor Bracing at Endwalls.. ................ _. . ....... ....(Fig 9).... ._..... ...... ..,,. . .... ......... _�. Floor Sheathing Type ...... ............... ...........(per 780 CMR Chapter 55)................ Floor Sheathing Thickness .... ....:.. . ......... .. . ..................(per 780 CMR Chapter 55)................... .� in. —_ Floor Sheathing Fastening. ...... ......: ............ ......... ...... ....(Table 2)..ad nails at-&--in edge/ in field 4.1 WALLS Wall Height Loadbearing walls............... ........ ._.. .._ .. ....(Fig 10 and Table 5).........................pi ft s 10' Non-Loadbearing walls.... ._.. ........ ............. ....... .. ....(Fig 10 and Table 5)........................ ft 5 20' Wall Stud Spacing _ . ,_,.._.._.....(Fig 10 and Table 5).................. I(in. s 24"o.c. _ Wall Story Offsets ---(Figs 7&8).. .. . ...... .__.... .................=ft s d — 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls (Table 5)......... ........._........_2x ft --in. _ Non-Loadbearing walls.. .... .. . ,...::,.. ... ...................(Table 5)... .......:..................2x =in. Gable End Wall Bracing' Full Height Endwall Studs (Fig 10).,- . .... ........ ................. .................. . WSP Attic Floor Length:... , .. . __.(Fig 11)_. ft ft 2W/3 OF MA Gypsum 2 xiling li Continuous th(if LaSP n Braceot ) 6 ft. o.c. .(Fig 11) _ft a 0.9W — Fig 11)........... �.... . . .. SAC�G ibW I OIL) ('iati o MIGHELE li 1� (:e I.eli (h r_Fig 13 and f able 6) No S ?U 'PU� tt GUG.r -' 15d ta�mninn n ailsi (Table 6) � FA►- yr i;hcr., c.G•iiir?(:hc>n +nc3 nt . i? STFU774 c 0 9F01SSEP �FFSSIONA- y A lft'Guide,to Wood Con.ctrnc1ion itt H►,h Wind Areas: 110 mph Wind/.nlle Massachusetts Checklist for Compliance (780(.-MR 5301.2.1.1)' Loadbearing Wall Connections Lateral (no. of endnailed 16d common nails)..............(Table 7)....�.� .........t'.....5...`( j ....... - Non-Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)...............(Table 8)................................... .................. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).............................. ft -in. <_ 11' Sill Plate Spans ........................................................(Table 9)............................. ... , ?ft 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) Header Spans.............................................................(Table 9)................................ ft—in. 5 12' Sill Plate Spans...........................................................(Table 9)..............................G ft in. <_ 12„ Full Height Studs(no. of studs)....................................(Table 9)............................................ .......L) Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension, W k Nominal Height of Tallest Opening 2_ ............................................................................ 5 6.8., SheathingType..............................................(note 4).................. .. .. . .. .................. ..... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................. in. Shear Connection(no. of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10)....................................................-T/o I( 5%Additional Sheathing for Wall with Opening >6'8" (Design Concepts)..................... Maximum Building Dimension, L / 4 Nominal Height of Tallest OpeningZ.......................................................................(pas 6.8" SheathingType....................:.........................(note 4)...................................................... Edge Nail Spacing ......... Table 11 or note 4 if less).................. Field Nail Spacing..............:...........................(Table 11).................................................-12-in. Shear Connection no. of 16d common nails)(Table 11 Percent Full-Height Sheathing.......................(Table 11).................................................... °o K so'sS=3,3 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... tc- Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ................................................:..(Figure 19)............/�2 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls SPA} s r Sll-f('So Proprietary Connectors ,I,L�5 Uplift................................................(Table 12)............................................U=�O �t Lateral...........................................,.(Table 12).............................................L=Jlk Shear.............. ..... . ..... ...............(Table 12)........................................... S=22 Ridge Strap Connections, coalr no se er page 21..... (Table 13)..............................T= —pIf Gable Rake Outlooker......................................... (Figure 20)....N� ft 5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors . Uplift................................................(Table 14)............. .. ..........................U= lb. Lateral(no. of 1t#d'common nails)...(Table 14)............ .........................L= _ lb. Roof Sheathing Type...................,.................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness......... ............................... ................. .......... .......`Z in. >_7/16"WSP Roof Sheathing Fastening ..................:.........................(Table ....�7.,�Z 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. Corner Stud Hold Downs per Figure 18a MASS 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-hei gyp 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 rp���p.� (' gEGIS�� sIoNP` `2 /3 l//� �� / 8d Nn11.5 W6? EDGE 12 O.G, C I I ' INTY.R�t�:Dlk'C�. EDGE I . 1 I ���itJtlNC� ;.�-OmwCV � •I d������TAP• t��Mb�t TYP.-� I . I ( � I �- STAC-C�� ►I �� a� I -6t miN, YYSP ATTACHMENT K OT TO 5 C;iA L.E r-OR VERT. Kqb AL);t IZ. 4TAGA MSMT - NOTES -7' Wood Structural Panels shall be minimum thickness of 7116"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. iii. On single story construction,panels shall be attached to bottom plates and top memberpf the double top plate. iv. On two story construction,upper panels shall be attached to the top member of Uie upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment of r = Wil � DG� RESTS 4- �• ��i I�I ' .► I � I to l I• � �•� I• ci •� CA it I _ II WOOD �Srrgw(,TORrAt FACm L W SP eAEAT44(Naa WSP ATTACHMENT . No'T TD SGALIL 0 to IG L NND # OVLIZoWTA►L A.TT C.-H M bNT GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, fc=3000 psi,3/4" aggregate,designed per American Concrete Institute Code,latest issue.maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter. 12" long..w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base:SPACED 2' o/c for slab-on-grade construction(i.e.Garage, Basement.etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING I. All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to heams;use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.): Southern Pine with Fb=1300 psi, E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L. shall be 1.9E L.V.L.with Fb=2925 psi, E=1,900 ksi,Fv=285 psi,Fc_per=750 psi.. Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,.E=1,900 ksi,Fv=285 psi,Fc_per-750 psi. Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson.LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. I x6v 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c _ b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4' o/c: CS-14R-48"centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32" larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c..maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea. side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea. End d. New Framing:Provide 2x blocking for 2 joist rafter bays and spaced 48"o/c in joist and rafter plane at all edges-.attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'4%use 2-2x6;all others per MA State Building Code. r 1 REScheck Software Version 4.4.3 Compliance Certificate ,,. Energy Code: 20091ECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 14% - Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Casey/walsh capizzi Imam - Compliance:7.7%Better Than Code Maximum UA:104 Your UA:96 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. 6'JII�►.iL•�! Ceiling 1:Cathedral Ceiling 528 38.0 0.0 14 Wall 1:Wood Frame,16"o.c. 748 21.0 0.0 37 Window 1:Vinyl Frame:Double Pane with Low-E 63 0.280 18 Door 1:Glass 39 0.300 12 1 Floor 1:All-Wood Joist/Truss:Over Unconditi ed Space .462 30.0 0.0 15 Compliance Statem t: The pro sed: Ilding design described here is consistent with the building plans,specifications,and other calculations subm' d with the ermif pplicatio oposed building has been designed to meet the 2009 IECC requirements in REScheck Ve n .4.3 and co a mandatory requirements listed in the REScheck Inspection Checklist. Name itle Signature Date t I Project Title: Report date: 08/07/13 Data filename:C:\Users\Gary\Documents\REScheck\casey walsh.rck Page 1 of 4 l REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: " ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor.0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: t (3 Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between - window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-buming fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation:. Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier,are filled or. repaired. . (b)Ceiling/aftia Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed... (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Project Title: Report date: 08/07/13 Data filename:C:\Users\Gary\Documents\REScheck\casey walsh.rck Page 2 of 4 (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (0 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wail:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are Identified so that compliance can be determined. El Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ; I] Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. `• (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Ej Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International.Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 0 Circulating service hot water,pipes are insulated to R-2. • Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the • system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. - Swimming Pools: ' Heated swimming pools have an on/off heater switch. Project Title: Report date: 08/07/13 Data filename:C:\Users\Gary\Documents\REScheck\casey walsh.rck Page 3 of 4 Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present, Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: rl A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 08/07/13 Data filename:C:\Users\Gary\Documents\REScheck\casey walsh.rck Page 4 of 4 20091ECC Energy Efficiency Certificate Ceiling I Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Ompaftwakft �7P �7 Window 0.28 Door 0.30 NA Heating System: Cooling System: Water Heater. Name: Date: Comments: 6R" r L t CAS X 330:: G P:D LOT 30-r 4is G P.o tSoo® 1'S�S` .-c�_�7�►C."�:�:i�'` ^_,�SE': ...1000 � 6 Will...►... Ex In `o. PRaP,. !Io p►T rho sL� z`s 3-7s: o-.p. o `� o a TTA ..w p io -���"l��.�dll.�` F{.o�J 33o'GP,tD ;: - '� .�..�.:.. r• . :iit .- , `''� '' �-A'�<ul` RPtTE ; .:ju �ts..•2. MrN o(LI+E$$ � �� TH�+ �• . _ -! • No.2913$ ;i 77 s s5 y� Disc. ' /wu . :� . '�:::�;✓,�-._ T. -GR - j w�rH ;►; ivy' ivy _ I- --L/ E�--- SCALE OT r. 5q l�.Q .E Si9g W..4T'T•S'E F.c. :�r :A, on/SHovr.v .. . �:=-. v�,c c e . 1 �� �i .yE.�Eo v G'DitlPGY.S Wi x/Th Sid�'�ivE ' B.�xr�,e NyE iNe. N� TiA14 ,QE6/.Sr�,ec=l�4N0.S!/.eYEYo,�s Tox!,v;of 8%ems Avs rg l3 Lam' st v 7 /,S.iS/OT Goc.�r�,v W/Ti��iY_Tfl.E�L�oPG.��iV. t - M I g" oicf5�513 . � S�l1/N f�E.eEdN bSi4�4��•./J f/�T O,E USEp . `1S•.7.2 L I..Soh`. W ss . 's map and lot number .. .. '... ... ........... SEPTIC $(STEM MUST BE Bpi TN E TOE f Sewage Permit number ............. J."' .. BALLED IN COMPLIAI`1 WITH TITLE 5 AR33TAnLE• House number ....................... .......�q.1/Y?..................-.....:. _ pOidWaEIdTAL CODE A o 2639. . T N REGULATIONS a M a �. TOWN 'OF BARNS ABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..'.. .... ...................................................... ........................................................ TYPEOF CONSTRUCTION ............ ......................:............................................................................................... F I ...... . ..... . .... ......�........... 19..... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit actor 'ng to the following information: � f Location ....... ..-......:......3-0-2........ ....................... .......................... ........ ProposedUse .... ...:..... .. . ... ................................................................................................................................ ........................Fire District .................................. Zoning District .......... ...a............................. ............................................ Name of Owner ..... .. ..................Address .......... Nameof Builder .................//..fir ...........................................Address .................................................................................... Nameof Architect / ...................................................Address .................................................................................... [-/ Number of Rooms Foundation Exterior ......... ,. .....................................:......Roofing ....... ... . . ........ .......... .. .... . ........ ..... ................... Floors ......... .................................... Interior ....... .. ............... "Heating ......!— // •lN....................................................Plumbing �..� ,...l. ................... .......................................... Fireplace ... ...........................................Approximate. Cost (<.� .............................. I' Definitive Plan Approve arming Board ___ __� __ 19 41- Area 2. .4P..................... Diagram of Lot and Building with Dimens'ons / Fee n 2 SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of!Barnstable regardin he above construction. Name ... . . ..... ....................... Construction Supervisor's License �.. 7 .... J, SMALL, ALAN E. 28402 s o ..a:.:,: :.•.... Permit for ...QIIQ...Stoxy.............. , - t Single Family Dwelling ............................................................................... , Location ....Lnt.. .1 .7.....A.AL.Pzinc.e..Hirickley Road • .................:C.entesville...................................... Owner ......Alan...E_Small.........:..................... Type of Construction .....Frame.......................... IS j v...............................`..... ........................... Plot ! ` .... ......... Lot :............................... C. ..- .. Se tember 9, =s Permit-�Granted ...............P.....:..................19 85 Ui Date of Inspection 19 Date Completed ............ f:. :17 - ` BUILDER TO CONFIRM ALL - r 6i12 PITCH GONDITION5 4 AND DIMEN51ON5 ON 51TE ` ,�)1Nof MASs4 a a 3` �•- tiG E 3 � o IFw❑°' s PROPOSEDADDITIC /�a ,:;_ ',1 3°`1-140 �¢ _ , v ' 4i <4 N _ .o _gBQISZtiG2 Q`- SS100 V v i" .. - " • 4X6 PT 1`05T5 ON gp" VIA BIGFOOT 5 @ 48" BELOW GRAV E REAR ELEVATION scale: 1/8=1-0 20'-6° •., ice_. ' b' b' , i PT 2/2X10 BEAM , ' e _ oL S v R PT 2X105 @'16" OG `a, 3 r: v Aa ., W� mod► � 4j r. LEFT SIDE ELEVATION ' Scale: 1/8=1-0 l a -_ `'� , i - - - - - - 1 r- - - -I F D 12-13 : v . _ IGHT - — — . . " � I• _ I I Revisions: FLOOR HE ® a EXISTING SLAB @ TO ALIGN WITH EXISTIN EXI5TING 5UNROOM G 4-13-13 @ MAIN HOU5E 4-29-13 5-9-13 • 5 21 13 - - 6513 61313 -16-13 — — — — — — — — — 1 RIGHT 51DE ELEVATION scale: 1/8=1-0 7-25l Plans: Note: These plans are for the sole purpose and ` use of Gapizzi Home Improvement and are not to to be distributed or used for construction other - than by Gapizzi Home Improvement. • 20'-6" BUILDER TO CONFIRM ALL GONDITION5 AND DIMEN51ON5 ON 51TE u, W04 W04 W04 W04 E ' E (�J v '4to 1` o 3 OF"SS4 n.rz N E m 3�P� \GNE�'E Gs�,� � RAISED CEILING - GVG'JU a` N o z a AT ADDITION I - o SAP 3aj� a =u, v - No s raise floor 12"in 5unroom Aq 9fGlst��C� N�' Addition to be flush with °FFssIONP` v v Main House w I' I 6-0 ATRIUM DOOR GEILI G FAN — EXACT LOCATION OF WDW .n TBD PER KITCHEN FINAL LAYOUT W05 N BOXED-OUT � r- �y r FULL HEIGHT V41NOOw °� N - MICROYWIE BUILT- O x > � 1 PANTRY UNIT WITH TRA5HAND O -0 ' ROLL-OUT ONE SI E ROLL-OUT IN TO CABINET TO X EXISTING EXT WALL T BE REMOVE SHELF IN SINK BASE RE YGLE BEAPPROX56"AFF � 4 SHLV5 FULL-EXTENSION O (and 3 sliders) — — 1'-10" tDRARs IN BOTTOM of 3 2 07 WTION OF GAB.If C21 C19 Q1(EXI5TING 5UNROOM) _wos NOTE: raise floor 12"to be flush C15 CO3 Dishwasher(basic) C 4removesli er _ _ _ �D/w _ _ - � _ _ _add 2 d s with main house D04 TOE-KICK TOE- ROLL-OUT g HEATER HEATE�tI INTERIOR PARTITION SHLV5 REPLACE SLIDER_T _ WITH 36"FULL-VIEW - I wo TO BE REMOVED N POCKET DOOR ROLL-OUT ' I IYyINE RACK r 5HLV5 (( - C 7 Cd7 AND SHLVS Y C17 D01 DO D01 D02 DOt , „ 3bin�et'to cabin t — w C10 EXIBT1 y ' 7-10 1/2 20'-l" BAT UTILITY FOR COOKIE C20 8 q CV 2'-4" �- , O Y a O I SINK SHEETS D03 C10 wp p Y CO6 I Note:INCLUDE ROLL OVS I I I C05 EXI5TING i- fCa °' to ERIOR DIVIDERS HL U V a - - - '"T DINING c1 coa 3 1��9 DOYyNDRAF w I C18 2 a r ove n ) ( vrc \ 3 \ 111C09 ~ — v c1a o \ i c11 T c12� I I.I IL u N CHANGE DOOR 51NING TO OPEN IN �_ L _ _ _ �_ '✓-4 01 C04 ROLL-OUT AND LIFT DOOR TO AGG. ROLL-OUT -TOe-KICK 5HLV5 NEW FLR HT IN 5UNROOM 5HLv5 HEATS ` DRAYVER BASE A L= DOOR TO BE FIRE-RATED DIVIDERsUNDERUTILITy- FP- ADD STEP SINK FOR COOKIE SHEETS I I ROLL-OUT I I REMOVE EX. Date: SHLV5 I I m I I CL05ET 4-12-13 Revisions: REMOVE EXI5TING DOOR NOTE: u 4-13-13 4 TOE KICK DRAWERS L�00 4-29-13 3 TOE-KICK HEATERS 5-9-13 NEW WA L 5-13-13 AND 5-0 PKT r,OOR5 5-21-13 EXISTING 6-5-13 LIVING 6-13-13 7-16-13 Final Plans: 'I-25-13 Note: These plans are for the sole purpose and Proposed FLOOR PLAN scale. 1/4-1 'Ouse of Gapizzi Home Improvement and are not to be distributed or used for construction other 6/ than by Gapizzi Home Improvement. 1 T BUILDER TO CONFIRM ALL CONDITION5 AND DIMEN51ON5 ON 51TE u, S r�Wc- Cam 'a s-r E a � NE E os � N N .N E 0Z � � GONT RIDGE VENT v GUTTER5 AND OOWN5POUT5 ' "' 1z'� TO BE .032 ALUM. 6:12 PITCH a . , j 2/ 1 3/4 X 11 7/8 LVL OR 1 3/4 X 14 LVL 2X10 RAFTER5 @ 16--or, 2X6 GLG J015T5 @ 16" OG R-3 INS ZIP 5Y5 SHTHG ASPHALT ROOF 5HIN6LE5 30 YEAR/MATCH EX uuuwuu5� ) ►`� 2�5A ^ 15# FELT `jl o� a E— BALLOON FRAME GABLE x W/2X6 @ 16" OC / o > WG SHINGLES o I,,►��(���vSc i`( l � OVER AMOWRAP anp an 2X65 @ 16 OG v � o -K 1/2"ZIP 5Y55 THG � 'Q s NOTE: } W49R IN5 Of FLR LEVEL @ NEW TO ALIGN w❑ ❑ �� `��` �l.�i.� 3 0) WITH EXI5TIN6 � LU 2X105 @ 16'OG 5ONOTUBE/FRAME: o R-30 IN5 WITH RIGID GALV P05T TO BM CONNECTOR Z FOAM BOARD GALV P05T BASE PT PLY NAILED UNDER UPLIFT CLIP(H4) EACH J015T FLR SYSTEM N 5/8"X 8"J-BOLT W/BOLT AND WA5HER tea°, T, to u� ' V �v 20'-6" t of MASsacy `� GF� Date: 5ECTION Cad PROPOSED scale: 1/4=1-0 � GUpT11RA1. cn 4-12-15 o Sr �74 Revisions: t So 4-13-13 0 9Fcis, 4-29-13 5-21-13 6-5-13 6-13-13 Final Plans: 1-25-13 Note: These plans are for the sole purpose and use of Gapizzi Home Improvement and are not to be distributed or used for construction other than by Gapizzi Home Improvement. • BUILDER TO CONFIRM ALL GONDITION5 CABINET 5GHEDULE AND DIMEN510N5 ON 51TE NUMBER LABEL OTY WIDTH DEPTH HEIGHT DE5GRIPTION GOMMENT5 0 G01 3DB1& 1 16 " 24 " 361, BA5E CABINET E cV E � � o 0 G02 4DB33 1 331, 24 " 36 .. BA5E CABINET FE:R o w G03 6DB36 1 361, 24 " 36 " BA5E CABINET Q. o G04 B151242L 1 18 " 12 " 42 " BASE CABINET TRASH AND RECYCLE o s G05 B161242R 1 15 " 12 " 42 " BA5E CABINET 5PEGIAL HEIGHT FE:L G06 B183OR 1 1 b " 30 " 361, BASE CABINET 5PEGIAL HEIGHT FE:R 0 Z � GO7 B18942 2 15 " 9 " 42 " BA5E CABINET FE:R - N v I Gob 1518L 1 18 " 24 " 361, BA5E CABINET FE:L ROLL-OUT 5HLV5 a� C09 5301242 1 301, 12 " 42 " BASE CABINET 61-A55 FRONT G10 B3021 4 30 " 21 " 361, BASE CABINET A G1 1 B39 1 39 " 24 " 361. BASE CABINET FE:B and finished interior=o en shelves 5PEGIAL HEIGHT G12 FHB21 L 1 21 " 24 " 36 " BASE CABINET ROLL-OUT-5HLV5 C13 51321 1 27 " 24 " 36 .. BA5E CABINET NO DRAWER FOR TRAYS AND COOKIE 5HEET5 G14 5B33 1 331, 24 " 361, BA5E GABINET UTILITY 51NK G15 U242490 1 24 " 24 " CIO .. UTILITY CABINET G16 U212490 1 2-1 " 24 " 90 " UTILITY CABINET FOR MIGROWAVE AND UTILITY FE:R. 017 W153GL 2 15 " 12 " 39 " WALL CABINET FE:L ° o G18 W1539R 2 15 " 12 " 39 1. WALL CABINET FE:R }' C19 W2436L 1 24 " 12 " 36 " WALL CABINET FE:R o 020 W303cl 2 30 " 12 " 39 " WALL CABINET FE:R ) 021 W361 b24 1 36 " 24 " 18 " WALL CAB INET ROLL-OUT 5HLV5 i6 0 w o ADD LARGE GROWN MOULDING .Q ADD 2 REF END PANELS CABINET SCHEDULE s ADD 4 W55-A BRACKETS FOR ISLAND OVERHANG 3 s N WINDOW 5GHEDULE N NUMBER LABEL aTY WIDTH HEIGHT R/O DE5GRIPTION - HEADER W01 20305C 1 24 " 361, 26"X38" BNGL GA5EMENT-HL 2X9X29" 2) W02 203050 1 24 " 36 .. 26"X38" 5NGL GA5EMENT-HR 2X9X29" 2 -0 S 0 W03 2440DH 1 28 " 48 " 30"X50" DOUBLE HUNG 2X9X33" 2 _ W04 26400H 4 30 " 45 " 32"X50" DOUBLE HUNG 2X6X35" (2) W05 126400H 3 301, 4b " 32"X50" IDOUBLE HUNG 2XSX35" 2 n W06 126400H 3 30 " 14b " 32"X50" IDOUBLE HUNG 2X9X35" (2) v v W07 13030FX 1 136 " 136 .. 35"X38" I FIXED 6LA55 2X9X41" 2) DOOR 5GHEDULE NUMBER LABEL QTY 51ZE WIDTH HEIGHT DE5GRIPTION HEADER COMMENTS D01 1965 3 1965 L IN 21 " 501, HINGED DOOR P09 27-726" 2) D02 1965 2 1965 R IN 21 " bo " HINGED DOOR P09 2X1X26" 2 Date: 003 2868 1 2868 R EX 32 " 50 .. EXT. HINGED DOOR P09 2X1X31" 2 FIRE-RATED DOOR 4-12-13 004 1306b 1 1 13065 R 136 .. 150 .. POCKET-GLA55 2XIX41" (2) Revisions: D05 3065 1 306b R EX 36 " 50 .1 EXT. HINGED DOOR P09 2X7X41" 2) 4-13-13 006 5066 1 15066 601, 75 " 1 DOUBLE POCKET DOOR P09 2X9X65" 2) 4-29-13 t DO7 1606a 1 1 16065 EX 1-72 " 1 50 .. EXT. DOUBLE HINGED;GLA55 2X7X7T' 2 5-9-15 5-13-13 6-5-13 i 6-13-13 YqINDOYq AND DOOR 50HEDULE6 1-16-13 Final Plans: i 7-25-13 Note: These plans are for the sole purpose and use of Gapizzi Home Improvement and are not p. to be distributed or used for construction other 4 , than by Gapizzi Home Improvement. • BUILDER TO CONFIRM ALL GONDITION5 AND DIMEN51ON5 ON SITE u, BOXED-OUT E cci E FULL HEIGHT WINDOW > o U PANTRY UNIT YVITH MICROWAVE BUILT- ONE SIDE ROLL-OUT TRASH AND IN TO CABINET TO E 3 U o ROLL-OUT RE YGLE BE APPROX 56"AFF — ° SHELF IN SINK BASE � � 5HLV5 FULL-EXTEN510N E o� a DRAERS IN BOTTOM = z W v v PORTION OF GAB DH 203 SC 3 30FX 203 SC . 3 n 3 O 10._6„ 1, L�M,q�� D/W __ co _ _ _ C° TOE-KICK TOE-KIT ROLL-OUT �M 20'--��� HEATER HEA E I INTERIOR PARTITION 5HLV5 I TO BE REMOVED X > ROLL-OUT JY41NE RACK ;: o IAND 5HLV5 Y I 5HLV5 ° �[ 6 -a W E a � � e-71 UTILITY FOR COOKIE` I Q T 1 SINK SHEETS ROLL O I I I I EX15TI N G L 3 I O 1 I Note: INCLUDE 5HLV5 I I I I INTERIOR DIVIDERS I I DINING Y- - - - I I in s w - _ i � DOIRAF I I I � - ' to'q I — — - ROLL-OUT TOE-KICK L — — ` — 5HLV5HEATE I v — ROLL-OUT 6 -1 DRAWER BASE p) L 5HLV5 - - - - - - - - - - - ROLL- T � � � i I I I I v x u I _5HLV5 . I I I I REMOVE EX. F,. DIVIDERS UNDER UTILITY' SINK FOR COOKIE 5HEET5 I I I I CL05ET 2668 a I I I Date: NOTE: Li4-12-13 4 TOE KICK DRA4,NER5 Revisions: 4-13-13 3 TOE-KICK HEA�TER5 5oss 4-2q-13 ADD D N EN V4A� L 5-q-13 5-13-13 _ 5-21-13 6-5-13 6-13-13 ?-16-13 Kitchen Plan showing Countertop Dimensions scale 3/16=1 -0 Final Plans: 7-25-13 Note: These plans are for the sole purpose and use of Gapizzi Home Improvement and are not - to be distributed or used for construction other than by Gapizzi Home Improvement. • r • 20'-b" TOWN ARNSTABLE BUILDER TO CONFIRM ALL CONDITIONS 10-3 AND DIMEN51ON5 ON SITE tt, woa woa woa woa Ilk WIG 7-6 8 E'o-goo [_ of MASSgO o0 U �G CL E k RAISED CEILING m o. ��-� U) m I AT ADDITION I -- DIVj >_ o S RVG34��A ¢ =z r w s raise floor 12"in 5unroom 9 NC- � A F N . Addition to be flush with gOssloNP�� o Main House v w I I 6-0 ATRIUM DOOR GEILI G FAN EXACT LOCATION OF WOW - wos — F$0 PER KITCHEN FINAL LAYOUT n) � (V I I BOXED-OUT U) O O cV FULL HEIGHT WINDOW r ;_. PANTRY UNIT WITH TRASH AND MIGROI^IAVE BUILT- 0 } a ROLL-OUT ONE 51 E ROLL-OUT IN TO CABINET TO O EXISTING EXT WALL T B REMOVE SHLVS SHELF N SINK BASE RE YGLE BE APPROX 56"AFF u) < 3 sliders) FULL-EXTENSION N 0 DRAWERS IN BOTTOM (� F,,(and 1 �'/ V(rl t/I 3 2 07 W 1 PORTION OF GAB. N O ' !Z S wos (EXISTING SUNROOM) }s,i,'gi, 7 i `, r Y ❑ ' NOTE: raise floor 12"to be flush c,s ;''co3 D�shwasherr(basic) C a (16 3 remove sli er _ _ _ Dew , _. ,,,, .., add 2 d with main house ooa roe-KlcK - TOE-KI ROLL oUT REPLACE 5 IDER HEATER HEATEk I SHLVS INTERIOR PARTITION Wo POCKET D L vIEYV ROLL-OUT - I TO BE REMOVED _ y WINE RACK 7 SHLVS C 7 Cd7 AND 5HLV5 x i Ci7 l(1 ool O 001 002 00l 3'_q"— mir W i clo EXISTI Y 7' 10 1/2 ' cabinet to cabin t 20'-l" °p N a� " - „ — C78 V a UTILITY FOR COOKIE I * BAT W LL 8-q N 2'4 �- D03 R SINK SHEETS C70 aiROLLO _ S C061 Note:INCLUDE O COB J C06 EXISTING I ;! INTERIOR DIVIDERS H ,,.4..:. ING Q 1Z U) � 5 LV5 �r�rii�11 _/p,� czo a 3rox7'ov1fing) `„ Jt DIN t�' v• 1 Y �r DOWNDRA I I I C18 _ Ci CHANGE DOOR Go X_ SWING TO OPEN IN I ,P 3'-4" u. : `, u AND LIFT DOOR TO AGG. ROLL-OUT dta ROLL-OUT MM4 �/ NEW FLR HT IN SUNROOM SHLVS _ ' E L^` -� 5HLV5 II DRAWER BASE DOOR TO BE FIRE-RATED DIVIDERS UNDER UTILITY, " �_ _ _ _ _ -71 ADD STEP SINK FOR COOKIE SHEETS, - � ROLL-OUT I I I I REMOVE EX. Date: 4 5HLV5 I I m I I OL05ET 4-12-13 TM I I I I Revisions: REMOVE EXISTING -DOOR s NOTE'I Li 4-13-13 4 TOE KICK DRAWERS a I 4-2q-13 3 TOE-KICI.HEATERS 5-q-13 3 p o : oos DD NEW WA L 5-13-13 `~ _ AND 5-0 PKT L OOR5 5-21-13 EXISTING 6-5-13 LIVING 6-13-13 ti 7-16-13 Final Plans: 7-25-13 {I. _ Note: These plans are for the sole purpose and Proposed FLOOR PLAN scale: 1/4=1 .O use of Capizzi Home Improvement and are not to be distributed or used for construction other than by Capizzi Home Improvement. 20 ems;. 2634 2634 2644 i'. Bath 206 ED :c: L' lmsl;abble Bldg.De Y. Bath Bedroom rpproved by ° /9'20�2 2466 Closet 466 2466 2666 6066 4 6066 Stairs Laundry Closet Closet Down ' 4066 Closet 2636 6066 2644 VL666 Bedroom Folose � Bedroom Olnln l G 2644 2644 2644 I 0 1 Ex *i ,g i n balh5 . F oor Pan Scale 1/4 40 Keith C. Gilmore Enterprises LLC Clients Diane Walsh 8 Jean Case Pro ect: Bath Remodels Revisions: Date= 6-24-19 P 1 — O _ P.O.Box 17 Cen+ervik-, MA 02632 2 Prince Hinckley Wood- P. 0 - O O 508-420-9934 F. 508-420-9935 Centerville,_ Drawn B E: ailmoreen}ergrisesocomcast.ne� 02632 � -,Zf,,� � ,il,�►,sr,� www.gihnoreen+erprises.info Tbw dMigolare not to hi mocrifiede wikhouk }he Permission of Kei}h C.Owe Entemises LLC Frame new 2x4k.d. partition walls 16" o.c. Patch in new exterior wall and attic bait insulation with R15 8 R3O as needed, insulate partition walls with R15 1/2" sheetrock wall and ceiling cover, ceiling fans insulated vent through roof 1/2" mdf 2" o.c. nantucket style beadboard at half wall height with chair rail trim Frame in sistered 2x12 floor joists at shower areas and cut notch top for top shower floor height drop Frame new 2666 pocket doors and linen closet with 1666 door Frame in 2 new Velux MO4 solar venting skylight units with solar shade, rafters to be sistered as needed Frame one new bathroom window with tempered glazing double hung unit Flooring to be the over hardi backer or durarock cement board Shower units to be custom synmar product solid surface material 10'-0" 4'-0' 6-7 1/2' 2634 DH TeMDe r/ 30x38° ' 2'=10" c�kvfia 52'Hgh knn woi 5'-6' o . • I I T6.725' ceifi Li g height 2666 Pocke{ O 4' Rec. l I 28' Shower Door Bench l I 1666 11'-0" Closet 2'-1 1/2' Existing Bedroom 30'08.2' 1/ 52' Hah knee wa S Iht d e2-6 '5-1 1/2O l 6.7 ' cei6n hi:. : 04" Rec. l I 6 I I 28' Shower Doo 3066 Pocket i ti PrODOsed hs FOOF Pcn5cale 1/4 -10 Keith C. Gilmore Enterprises LLC Client: Pro ect: Revisions: Date: Pa e # — 0 — Diane Walsh 8 Jean Casey � Bath Remodels 6-24-19 2 O _ P.O.Box 17 Centerville. MA 02632 42 Fringe Hinckley le Road- 0 P: 508-420-9934 F: 508-420-9935 Centerville. — 0 — E: gilmoreenterprisesecomcast.net 02632 — — _ www. i oreenterprises.info 5cale: 1/4'=1'0" These dne mare no}M W nadfied or copied �i}houk}he cermieeion of Keith C 6ihore Eer�ri9e�LLC net , AssEssoRs MAP : TESL' HOLE LOCS PARCEL : ,• SOIL EVALUATOR : I i �� , t�fA �;✓ o FLOOD ZONE-: _ �-{v i ►� UG >' NOTES: WITNESS : t,\ �h REFERENCE: ,Zr'l� 60 1C. (NZ- -_'�`�'� -�/✓(,/ - 1 J.�' _ DATE : 1`�'i 1 ro ; PERCOLATION RATE- �- W1 1 1 _ U- \ : 1) The installation shall comply with Title V and Town of Barnstable Board of / ) �; '.iN !' �:ealthRegulations. TH- I / TH`2 2) The installer shall verify the location of utilities, sewer inverts and se J , tic �a P 1 �Gj components prior to installation. 3) All gravity septic piping to be 4 inch Sch 40 PVC at 1/8" per foot. 4) This plan is not to be utilized for property line determination nor any other bv*wy W-0 purpose other than the proposed system installation. 5) All septic components must meet Title V specifications. 'f,S� 1 }'•r. �., 6 Parking shall not be constructed over H10 LOCATION MAp C � f D 11�f�o � � septic sa is components. �% 7) The property is bounded by property Ycorner nd propertyline s as depicted. 8) The property owner shall review design considerations to approve of total �rQ y(ti.(r number of bedrooms to be considered for design. Receipt of payment for the plan and installation based on the plan shall be deemed approval of the number of bedrooms. n 9 The existing cesspool/septic com nents shall be pumped and backfilled per ►1 ��� !��� ) BPo P P Title V Abandonment Procedures. .1 10)Proposed leaching is to be within 36 inches of grade or provide venting or cut l ' , � y - grade as permitted by the Board of Health. 7 ,� 11)System components to be 10 feet from water line. 1I�i r SEPT I SYSTEM DESIGN I _ FLOW ESTIMATE 150 BEDROOMS AT I I V GAL/DAY/BEDROOM - 3GAL/DAY i ! t✓2�� � I�� �v / SEPTIC TANK t ` MOGAL/DAY x 2 DAYS - ULGAL . .: .. USE hJW GA LON SEPT ICiTANK L -tti �4) SOIL ABSORPTION SYSTEM — - — ' 4! / I� � ►4G1-I 'r����G�( (00�11L W 1DI ` nN I 'N' \ v� \ -4- / f SIDE AREA 2 + ► 1 - I�7 BOTTOM AREA: X 0 - 17tG� SEPTIC SYSTEM SECTION Nit 150,Op b VA Q. �AX Q4:Nt 1 1. � � 1 � �� �5 �� ! TI Ipi ,r� _ • 3 ''pow 36�►tX. D-BOX �5, �5 LOW;HtO 6-7 i 10DO GAL 9�t�7 • 3 �. ��- �3,Z SEPTIC TANK ft-t Blom !:r r Y .. r1 1 v .r ,, , ,. G. '1� ! ii , }'r r. .. dr .. t. ir;'. ,r., t , , .r 1 . . •:L'r. r r i i ' SITE AND SEWAGE PLAN LOCATION : �' �7i �ir211►�(,� �I� �A�D ...M PREPARED FOR : SCALE : DAV I D B . MASON P(� DATE : I DBC ENVIRONMENTAL DESIGNS EAST SANDWICH . MA DATE HEA TH A NT ( 508 ) 833- 2177 i _