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0046 BUCKSKIN PATH
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Town of Barnstable Building PastSAXI This CardSo That it rs Uis�bleFrom;<the.Street ;Aroved Plans,Must be;Retamed onrJob and=thisCard Must°be°Ke t fi ,►ese . e s aZ � , Permit Post eats Where a Certificate';of Occu anc 'is Re u red,such Bulldin -'shall Not,be Occu led untiha Final Ins ection has been made n ro Permit No. B-18-2253 Applicant Name: TIMOTHY GRAY Approvals Date Issued: 08/06/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/06/2019 Foundation: Location: 46 BUCKSKIN PATH,CENTERVILLE Map/Lot 190-149 Zoning District: RC Sheathing: 4 Owner on Record: ALVES,PRUDENCE A&JOSEPH TTRS (, , Contracfor_`Name,' TIMOTHY GRAY Framing: 1 Address: 46 BUCKSKIN PATH Contractor License CSFA-046234 2 CENTERVILLE, MA 02632 a,_ \ g Est Protect Cost: $35,000.00 Chimney:- Description: new bathroom addition : 13x15(on Oft foundation)Frame 2x4 wall Permit Fee: $228.50 see plan for details Insulation: o�cs r a FeePaid„ $228.50 Project Review Req: BATHROOM ADDITION Date, 8/6/2018 Final J0�30IlS x� rr g g aG ,r�e�ny Plumbing/Gas Rough Plumbing: zBuilding Official h Final Plumbing: i Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months'fter ssuance. ,< P All work authorized by this permit shall conform to the approved application-and the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall b'incompliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access st et oad and shall be maintained open fr opubl,c`in spectio n f r the entire duration ofthe o - nork.until the completion of the same. ��� �: Electrical > � 3 Service: he Certificate of Occupancy will not be issued until all applicable signatures by the Building andiFire Officials are-provided on this permit. 41inimum of Five Call Inspections Required for All Construction Work: � � � - Rough: 1.Foundation or Footing 2.Sheathing Inspection Final' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wir g&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prio to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map pp Parcel Application #:- _ Health Division Date Issued 6 i i Conservation Division / Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic -'OKH _ Preservation/ Hyannis ( v Project Street Address / Village � yl/ ,1 1-e &:f Owner ��� ,04!I�,���� Address�C MG�`u!/� R7 /,04 Telephoned Permit Request �f� /� f^Od�t G✓l0h .' /;� x/S d'! /�J_ Square feet: 1 st floor: existing proposed � 2nd floor: existing proposed Total new Zoning District. Flood Plain Groundwater Overlay - _Z at. Project Valuation 3Si D00 Construction Type&L,1" Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting doc`am- enteion. Dwelling Type: Single Family a" Two Family ❑ Multi-Family(# units) av Age of Existing Structure Historic House: ❑Yes &Ko On Old King's Highway: 0 Yes c _0 Basement Type: 0 Full ❑ Crawl ❑Walkout ❑ Other t✓� rn Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) All Number of Baths: Full: existing ,Z. new Half: existing new Number of Bedrooms: .? existing —new Total Room Count (not including baths): existing 61new First Floor Room Count Heat Type and Fuel: A Gas ❑ Oil ❑ Electric ❑ Other Central Air: g 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:Al 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 (BUILDER OR HOMEOWNER) Name 1�o Telephone Numbers"�77'33�/ r Address ��/2 /co/� /�'� License # �4Wrl�� G�7/� � Home Improvement Contractor# EmailTf2.4T � �� G�Co -�/� l�'�% Worker's Compensation # �l'1�✓�3`�� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE `k' 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 i DATE CLOSED OUT ASSOCIATION PLAN NO. f a 8LOZ/0£/LL Jauolsslwwo :uol.;endx 0 f r } ' K � 'I61.9Z0 VW 33dHSVW r- c AVM S-V.LL3100IN N89 AVUE)A141OW11 Z T L JoslAJadnS uol;onilsuo3 1►£Z9b0-VzlS0 :a s u aol-1 sp�lepue;S Pue suol;eln6a8 6ulpl!n8 jo piece ..Ala#�S`P!Ig4d ;o;uawedaa suasnyPesseW C���c 1pnrrz�r2o�zrue�cl/�r�G'��jae;lrir,>irrteC(d Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 10,2634: .; 07/01/2020 One Ashburton Place-Suite 1301 TIMOTHY GRAY BUILDING-&:REMODELING,INC. Boston,MA 02108 TIMOTHY GRAY 68 K NICOLETTAS MASHPEE,MA 02649`' " Undersecreta Not valid without Signature ry! The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations _ 6 600 Washington Street - Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/PIumbers Apuficant Information Please Print Legibly Name(Business/0rganization/1ndividual): Address: ZIlCCI k a City/State/Zip: Phone#: S�aj` Are you an employer?Check the appropriate box: Type of project(required): . am a general contractor and I 1.❑ I am a employee with�_ 4 ❑ I g 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have S. ❑Demolition working for me in any capacity. employees and have workers' P t 9.wilding addition [No workers'comp.insurance comp.insurance. required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their l l.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs inc=ce required.]t c. 152,§1(4),and we have no employees. [No workers' 13.[1 Other comp.ins=cerequired.] *Any applicant that checks box 61 must also fill out the section below showing their workers'compensation policy information• t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-cDn ractors 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 M employees. Below is the policy and job site information.In - surance Company Name: 111�' Policy#or Self-ins.Lic.#: � �el 3 .` G Expiration Date: Job Site Address: /' City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of theDlA for insurance coverage verification. I do hereby certify un r the pains and penalties of perjury that the information provided above is true and correct Si atufe: /�L%� Date: Phone#: S l/� ��7 3� eGi Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Perminicense# 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 General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Purmant to this statute,an enTloyee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written.- An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or or to construct buildings in the commonwealth for any it too operate a business 1� renewal of a license or perm, p „ with the insurance coverage required, odnced'acce table evidence of compliance wi g applicant who has not r p, , app P 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 certificates)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 maybe 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 lime. 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 (city or in town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be fiIled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hke 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 Thu Gommmwealth of lvlassarhusetts D%Wtment of Industrial Accidents office oflavestigations 600 Wasbi>agton Sheet Rostam,MA�2111 Tel.4 617-7274900 ext 406 or 1-977-MASSAM Fax 4 617-727-7749 Revised 4-24-07 Www-m ass,.gGV1& AC ® CERTIFICATE OF LIABILITY INSURANCE ' pATE(MM/°°"vYY, IFIC 06/21/2018. 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 have ADDITIONAL INSURED 'provisions or 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: Donna OstroWskl Mark Sylvia Insurance Agency,LLC PHONE 404 Main Street 508 957-2125 a c No:508-957-2781 Centerville,MA 02632 E-MAIL A12095s:mark@marksylviainsurance.com INSURERS AFFORDING COVERAGE I NAIC,# INSURERA:Arbella Protection Ins Co i INSURED INSURER B:Farm Family Casualty insurance Timothy Gray Building and Remodeling Inc INsuRERc: 68 K Nicoletta's Way Mashpee,MA 02649 INSURER D: ! IN SURER E: 4 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 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. I I R TYPE OF INSURANCE ADDL SUER LT POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DDNYYY) (MM1DDNYYYJ LIMITS A X COMMERCIAL GENERAL LIABILITY 952005279502 2/26/2018 2/26/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR PREMISES Ea occu ence $ 100,000 MED EXP(Any one'person) $ 5,000 PERSONAL&ADV INJURY $ 1.,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE" $ 2,000,000 X POLICY❑JERK LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person)' $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NOWOWNED PROPERTYOAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLALIAB OCCUR. EACH.000URRENCE .$ EXCESS LIAB. CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ . B WORKERS COMPENSATION 2001 W6340 10/15/2017 10/15/2018 SEAT TE' i. ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT 1,000,000 OFFICER/MEMBER EXCLUDED? N❑ N/A $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE_$ 1,000,000 If yes,describe undeDESCRIPTION OFF OrPERATIONS below E.L.DISEASE-POLICY LIMIT $ - 1,000,000. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) ' Carpentry Timothy Gray is covered by the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be- deemed to have altered,waived or extended the coverage provided by the policy provisions. I , CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE I WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1088.2015'ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD I i AA Member 10#5085393714 AFFORDABLE LIFE INSURANCE FOR MEDICAL PROFESSIONALS Carriers rated A+or better by AM best Rates are quoted for preferred-plus.10 year level term plans Also available 15, 20 25 and 30 year level laps Male Female A e $100,000 $250,000 $500,000 JLM0,000 A e $100,000 250 000 500 000 JLQLO,000 35 $12 $14 $22 $37 35 $12 $13 $17 $26 40 1 $13 $20 $39 $69 40 $13 $16 $25 $49 45 $16 $24 $42 $74 45 $14 $20 $30 $53 50 $20 $34 $61 $110 50 $17 $25 $41 $74 55 $29 $52 $97 $177 55 $21 $35 $61 $114 60 $42 $81 $154 $287 60 $28 $49 $89 $171 65 1 $66 $136 $266 $504 65 $39 $75 $141 $275 70 $109 $241 $474 $924 70 $63 $130 $252 $496 75 $191 $468 $924 $1693 75 $113 $256 1 $503 $998 For a FREE Personalized Quote FAX THIS FORM TODAY TO: 888-315-6284 Name ______________^� M/F___DOB______Tobacco Use: Y N Spouse/Partner__M —____ M/F_—DOB____MTobacco Use: Y N Address----------------------------------------------------- City_-- ---_ State_____ —_MM_Zipcode__________� Home Phone——_—_—_—_---_—_---_—Cell Phone__—_—_—_—_—_—_—_—_—_—_—_ WorkPhone—---------------------Fax-------------------------- Person to Ask For:____ _______Best time to contact you__________________ Amount of Life Coverage Desired____MM_____—Amount Spouse/Partner— Email: To Unsubscribe Please visit www.unsubscribemynumber.com-Your number will be removed within 30 Days Doc#7864 A5/10/201E2743 28 �IKE,�y, Town of Barnstable Building Department Services BARNSTABLE, ` Brian Florence,CBO MASS, 39. Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property Rk hereby authorize /"f ���/�� / ��° to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. ature of Owner ignature o Applicant Print Name Print Name Date I Q:FORMS:O WNERPERMIS SIONPOOLS Rev:08/16/17 Is Per erv�Ile REScheck Software Version 4.6.2 '.'0^ '.L VJ Compliance Certificate Project Tim Gray Building & Remodeling Energy Code: 2015 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 310 ft2 Glazing Area 6% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Alves Residence Tim Gray Building&Remodeling Colony Insulation,Inc 46 Buckskin Path 68 Nicoletta's Way 28 Jonathan Bourne Drive Centerville,MA Mashpee„ MA 02649 Pocasset, MA 02559 LEM NO, Compliance: 2.1%Better Than Code Envelope Assemblies Gross Area Perimeter Ceiling 1:Flat Ceiling or Scissor Truss 155 49.0 0.0 0.026 4 Wall 1:Wood Frame, 16"o.c. 56 15.0 0.0 0.077 4 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 4 0.280 1 I SHGC:0.45 Orientation: Front Wall 2:Wood Frame, 16"o.c. 120 15.0 0.0 0.077 9 Orientation:Back { Window 2:Wood Frame:Double Pane with Low-E 8 0.280 2. SHGC:0.45 Orientation:Back Wall 3;Wood Frame, 16"o.c. 56 • 15.0 0.0 0.077 4 Orientation:Left side Wall 4:Wood Frame, 16"o.c. 120 15.0 0.0 0.077 9 Orientation: Right side Window 3:Wood Frame:Double Pane with Low-E 8 0.280 2 SHGC:0.45 Orientation:Right side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 155 30.0 0.0 0.033 5 Project Title:Tim Gray Building &Remodeling Report date: 04/11/18 Data filename:\\COLONYI\Server Documents\COLONY\GrayTimBd&rem-AlvesRes-46BcksknPth- Page 1 of 9 Cntrvll.rck 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 dej ned to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the ma atory re nt listed in tqe-RESche-ok Inspe ion Checklist. y -WI " Name•Title at're Date i 1yy t i i i I r ' k i II 6 x Project Title:Tim Gray Building & Remodeling Report date: 04/11/18 Data filename:\\COLONYI\Server Documents\COLONY\GrayTimBd&rem-AlvesRes-46BcksknPth- Page 2 of 9 Cntrvll.rck REScheck Software Version 4.6.2 C�(J Inspection Checklist Energy Code: 2015 IECC . Requirements: 0.0% 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. � SpGtion Plans Venfled + Field Venf�ed # !z#y; , Preiln ectron/Plan flevieW Complies? Coiljmen $/Assumptions $P , V 7Ue P 7 � Value xi t �i a i 4 103.1, :Construction drawings and '}Ja,ll,rtt� N�, � '❑Complies f7lwtlaa' a <, "� wi+,!"w 7 'i,! pS 103.2 'documentation demonstrate A ��l +� � �, art ODoes Not PRl 1 :energy code compliance for the a i 4 [ J 9y P }, , u +,+ ;��l�,j�a},,i } ❑Not Observable ,building envelope.Thermal u n,fri � � �, r ,�i,f,�Ixhr �"" „ � ii� to- }!❑Not Applicable , `envelope represented on +}ll �� construction documents. 103.1, ;Construction drawings and � gComplies 1p1ii C ��. �,� k El,St.�rSi+Bi' t 103.2, documentation demonstrate j ,} �r�, „ � �� �,"�, �� _❑Does Not ; 403.7 !energy code compliance for " 7� !$ V�� +Ir } ,1J � ! xx , , ❑Not Observable [PR311 lighting and mechanical systems 4 Iqts✓$ ,lF„��, s_;I,S�R , ❑Not Applicable i Systems serving multiple WK, �N + 2;Tx t, p ;dwelling units must demonstrate � 11a1 � ,compliance with the IECC 1 iil ii4rt t,t , Commercial Provisions. i�}��,�..�,,��,,._u. •� r, 4..,s- ,• ,, a Y Heating and cooling equipment is Heating: Heating: '❑Complies 403 7' 0-1 sized per ACCA Manual S based Btulhr_ Btu/hr_ ❑Does Not (;PR2Jz ';ion loads calculated per ACCA Cooling: Cooling: i ❑Not Observable 1 Manual J or other methods Btu/hr I gtu/hrJ _ ; t ,i'•approved by the code official. ONot Applicable , x Additional Comments/Assumptions: 1 High Impact(Tier 1) :2= Medium Impact(Tier.2) :,3'. Low Impact(Tier 3) . Project Title:Tim Gray Building & Remodeling Report date: 04/11/18 Data filename: \\COLONY1\Server Documents\COLONY\GrayTimBd&rem-AlvesRes-46BcksknPth- Page 3 of 9 Cntrvll.rck w Seetlbh Y h 7¢ J p " z , 't� , At] ►d�tgoR t � i.Ofl, r 'ORl(,II1'�S�k-. e t # �OiT1tYIERtS/A$SIIM�ptIOLTS 2 303 2F A protective covering is installed to ❑Complies EFO11j2 ,l protect exposed exterior insulation ❑Does Not ' and extends a minimum of 6 in, below £ grade. ONot Observable: ❑Not Applicable - --- -- --- _ — --__ -- ---- - 403 9 �� Snow-and ice-melting--l-syste---m controls--- .❑---Complies xinstaIIed. ;❑Does Not ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions, r ' F , } 1 High Impact(Tier 1) 2'Medium Impact(Tier 2) J 3:'.Low Impact(Tier.3} Project Title:Tim Gray Building& Remodeling Report date: 04/10/18 Data filename:\\COLONY1\Server Documents\COLONY\GrayTimBd&rem-AlvesRes-46BcksknPth- Page 4 of 9 Cntrvll.rck Sectlor► �t ' ��;�. t } � � ', �}Plerislye,'rified y ,+,iFleid l/erified `'i r�:, v tf r r ;� # Frarnul�/dough Fn Irl§pQGtion „ CorripllsR, Comments/Ass�ikM tionsA` 402.1.1. Glazing U-factor(area-weighted U- U- :[]Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.6, ❑Not Observable 402.5 ;❑Not Applicable [FR2J1 4 303.1.3 ;U-factors of fenestration roducts `,ss;a # ` 'i' � ,a�F +P — -- p t��,l.rt,4�' � t �a t„ .3r�1�+� '�'3jxf'' art ❑Complies [FR411 are determined in accordance Y'll°+�� x +i'i i'IY## * ' ' ' I s fitt� ++ � , ,i=, r Does Not tl � ❑ ,with the NFRC test procedure or j slur > yl�k r ts�'. tt [iNt Not Observable ;taken from the default table. S�I��t'�r�lti4 ffix�,�`�t!c�+, �,,���'+, „,tii��❑ " m..3 ' ta € ,4` 'k ❑Not Applicable 402.4.1 1 ;Air barrier and thermal barrier 4yi°yyf} fi £ jUir5r�,*,"ij ' ❑Complies [FR23]1 I installed per manufacturer's ity y t ' � s+st ❑Does Not instructions. l,3yhp,;tr•K ,r �+ ilV it ' R7�ii ?Ilt�'F i ij'� sii,�tV,q.Vp }L ❑Not Observable ❑Not Applicable x x • s a..W,.;. 402.4.3 :,Fenestration that is not site builtt [FR2011 is listed and labeled as meeting `'°rr � �"!`( 'j ,ayE, '❑Complies j ° sii3 1 It{ Is, k z�a❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440xr or has infiltration rates per NFRC I,.�°y;j ;' /"� t r)+ "'� ❑Not Observable 400 that do not exceed code [ts'3$II,� '< 3 r ❑Not Applicable ;limits. 4Q2 4 5 IC-rated recessed lighting fixtures �� ❑Complies [FR16J2 ,sealed at housing/interior finish t. ❑Does Not 'and labeled to indicate s2.0 cfm ca m { ,F � {�� ,, ,I leakage at 75 Pa. ❑Not Observable :_.�. .W<, a�_:� .�i�' _=*_�, r��,,��`''3 FRII�..,??y[�',:.�a=".�❑Not Applicable 405.2 ,All ducts in unconditioned spaces ; R-_ R- i❑Complies [FR25]1 or outside the building envelope ❑Does Not tip ;are insulated to>_R-6. ❑Not Observable ❑Not Applicable 403 3 3 5 ;Building cavities are not used as ❑ omP C lies plenums. ' [FRl$J iducts or P ❑Does Not �r�s�'kut �34���❑Not Observable ; :ix;❑Not Applicable HVAC piping conveying fluids R- R- :❑Complies [FRli7j?;;_;._,`:above 105 OF or chilled fluids ❑Does Not below 55 OF are insulated to zR' ❑Not Observable 3. ❑Not Applicable ' 403 4.1 :Protection of insulation on HVAC ,�1" ' +�f �' 's`+`I', — ����? ++ �ti!-� �',� � r ,,❑Complies 1 `5`+5�h. [FR24] piping. t q, yuu',11 f.❑Does Not ii' KS�Y>�G4��iyH �r ��fltri i y'' ❑Not Observable "i❑Not Applicable 403 6 tt '•Aut p —lC--o-m ravit dam plies- — ---- --- --- [Fit19Iz installed on all outdoor airy+yy ?14� �z 4 ; t�„ x `� []Does Not intakes and exhausts. t!' rk�Yy1 t1"; 'rxn ii �? F ❑Not Observable I'ltnr ,gN43wy4 . , t r k �'°z ,`i5❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ( Medium Impact(Tier 2) r�3-;:Low Impact(Tier,3) Project Title:Tim Gray Building & Remodeling Report date: 04/10/18 Data filename:\\COLONY1\Server Documents\COLONY\GrayTimBd&rem-AlvesRes-46BcksknPth- Page 5 of 9 Cntrvll.rck Section h� r i ,_ , ' ,! l#isuhtf4niths UeriPietl tFi4�c1 1tet�lfiPd r a eStlon alU CompllesZ. Comr�e'nts1A'ssum tlonS r eqP s,`.Y `' p- .�, Ualuo �� < s P } ' lAll Installed insulation is labeled �r5r -�-"""` --`�----�--•- �zf ❑Complies [IN13 <iorthe installed R-values �'� r, J Gfr xat� !d x t� .Provided. i°�'°�a r u 3 � �i; s� ! ti ❑Does Not 1Hdt1 n�ui �• j ❑NOt i ' � ,�N Observable I d Applicable 402.1.1, ;Floor insulation R-value. R_ R ;❑Complies 'See the Envelope Assemblies 402.2,E ❑ Wood Wood ❑Do Not ;table for values. [IN1]1 eso ❑ Steel j❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed ill M�ik i F' u " s r, r L1❑Complies P �, 402.2.7 manufacturer's instructions and : lo'i3 � � �' �`'` " [IN2]' in substantial contact with the4zhw"i'"== `g}' " l�' ❑Does Not gk •Ea[tt ut{tvi+Ut sa, i('Cr ,i71s4'i `underside of the subfloor,or floor k"1 i r ❑Not Observable framing cavity insulation is in } -*%k y� _ ,�� 1, `' ' =r{;i❑Not Applicable ,contact with the top side of 'Sheathing,or continuous i y}i5f r�is l4 `ilk{ Insulation is installed on the l ,; underside of floor framing and � �_ 4�=r #eh ;a ��(' ika Ir{a t a{: y„„r' gl ais extends from the bottom to theI�r6 top of all perimeter floor framingllll , � �I � ;members. I� r r��r h s N! 402.1.1. 'Wall insulation R-value.If this is a i R- R- ,❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least'/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ mass ❑ Mass ;❑Not Observable requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable i 303.2 ;Wall insulation is installed per =`'°rig € £ 1 � „z ' I ❑Complies [IN4] manufacturer's instructions. it r� w'i 7xi , �` r, u ❑Does Not ; 0 Not Observable ❑Not Applicable ! Additional Comments/Assumptions: i i I i . 1 I � i j l High Impact(Tier 1) Z'Medium Impact(Tier 2) 3;: Low Impact(Tier 3) Project Title:Tim Gray Building & Remodeling Report date: 04/10/18 Data filename:\\COLONYI\Server Documents\COLONY\GrayTimBd&rem-AlvesRes-46BcksknPth- Page 6 of 9 Cntrvll.rck ,SeCtlOr! y y.y, ii:_ �¢t§'i: , �,kt , x ��n5, '.r'If�ed ieldxue.'1`�f�e'd+-•7 li`1 j. ° I ; ,.�rr Fitjal Erl� ect qn Pro�is�ods �� Complies °r �, Commetiit5//kssurmp#ions 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, 402.2.6 ❑ Steel ❑ Steel ;❑Not Observable [FI1]1 ❑Not Applicable j 303.1.1.1,;Ceiling insulation installed per , � , � ❑Complies 303.2 S, r.,,: manufacturer's instructions. } � i#; ��+td ❑Does Not IFI211 ;Blown insulation marked every ft2. k�'ftFit��'-x•F..,t I,,k,�.,ri S�p'x�,h "�s-,...f dM(.3.i..at.,fzi.,z:..--k..l.it,x',N.w.'rr .m�2 s1 ".y3[]Not Observable ia" { ❑Not Applicable& d . . i V Vented attics with air permeable ❑Complies IF122]� :insulation include baffle adjacent � { • �a+ r k Sr�Fi' r ' , 1 ���;;� � ` k" "�`� xT�•7ct f+,��j` ❑Does Not to soffit and eave vents that ;extends over insulation. fi4x , u;i�tt;,ty° ❑Not Observable .4?;r;'. �firFffs'a>❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50=_ ACH 50=_ ;❑Complies [FI17]1 ach in Climate Zones 1-2,and QDoes Not ;: =3 ach in Climate Zones 3-8. ;❑Not Observable ;❑Not Applicable 403.2.3 Duct tightness test result of<=4 _cfm/100 _cfm/100 '❑Complies [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑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. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies IFI2711 determine air leakage with ftz ft2 ❑Does Not either:Rough-in test:Total ❑Not Observable leakage measured with a ;pressure differential.of 0.1 inch ❑Not Applicable w.g,across the system including ;the manufacturer's air handler enclosure if installed at time of ;test.Postconstruction test:Total I ; ;leakage measured with a pressure differential of 0.1 inch w.g.across the entire system i including the manufacturer's air 'handler enclosure. 403.3.2.1 :Air handler leakage designated > ti er 4 ' g � - �' Complies [FI24)1 :by manufacturer at<=2%of Does Not !,design air flow. � � ��# ss�61��4y� shrfhl{r4zit il`1Si• 4 ❑Not Observable ; i AMR. ❑Not Applicable ; 403 7 1` ,Programmable thermostats its #dF`; },r+�u =' , * €!h4t installed for control of primary 9jy " j i +��„ 'I , i M E+'u )fl❑Complies Ssi ,xx I{!.,, � I ,3{xh..tcs3�. ❑Does NOt heating and cooling systems and s}rx wz initially set by manufacturer to i�'' ❑Not Observable z lr s 3code specifications. yI f?a„41,,, « `+: 1 �] ❑Not Applicable 403 12 }Heat pump thermostat installed ;ifai ��„ �� Ott F ❑Complies-- --- - -- --- --— —�- - IF�10]? �,yon heat pumps. q � g ❑Does Not r ' 4 []Not Observable ❑Not Applicable 4 5 1 Circulating service hot water �` r� Gx � i � i 1 z : " �� h 1'>, ak#, � ari ur ❑Complies [Filcll isystems have automatic or i 7 R i u �d� } accessible manual controls. y� �� tta� rlt „ r ❑Does Not ❑Not0bservable ❑Not Applicable 403 6 1 'All mechanical ventilations stem y 11 x E �,sn it rr s Complies N t p [F125J? fans not part of tested and listed ❑Does Not 1HVAC equipment meet efficacy n� h + 4rt s+ sa r ;and airflow limits. ❑Not Observable ` i,:•.,: 1 l,:,l ', rkr, .�W # t" :r xt l ❑Not Applicable 11 High Impact(Tier 1) `2i„:Medium Impact(Tier 2) 3':'Low Impact(Tier 3) Project Title:Tim Gray Building & Remodeling Report date: 04/10/18 Data filename:\\COLONY!\Server Documents\COLONY\GrayTimBd&rem-AlvesRes-46BcksknPth- Page 7 of 9 Cntrvll.rck In§liectron provisions Plans 1/gri�led FleldlVerlfled r i' a 1, A03 2 ' Hot water boilers supplying heat sii, +,ss >7 rs — { K F w L p, ,t x + Com lies (Fi26] through one or two-pipe heating ra�,t. []Does Not systems have outdoor setback st � ss fi tirf ,i" r Utz control to lower boiler water ' . u ,' yt;= 'atdkf "t❑Not Observable I J� t,t" t Nh'i s �+t- temperature based on outdoor ' ly g, ]❑Not Applicable t temperature. ''s'�� j�} ft' }t,� a +,�''t i PP i ��i 4 s 403 5 15tHeated water circulations stems `� '� x ,' '}+ [FI28]Z' have a circulation um he �}}trt{ '+If, i }��. ❑Complies !, pump. wft "� bs { �, I" ,tu 4 El Not „ s I system return pipe is a dedicated ,�n + r�fi w T t p•p Not Observablereturn pipe or a cold water supply } a ,}� ❑ pipe.Gravity and thermos- � � N NJ ,1 ❑Not Applicable YP Ytuif ; { � � i(?syphon circulations stems are _- root present.Controls for ' 7 f�',',fr sa4: t-c .'ctF nr 7. ci—'�' li } circulating hot water system i, , t kG�Yr+ ' r ' � t � ltH� pumps start the pump with signaln'� drt : { for hot Water demand within thet t xq=frt�tttil+ks Ea s occupancy.Controls ,4NrC+E " a,{ �*' Ei1i44 r ,automatically turnoff the pump 7i �, itsr ,when water is in circulation loop In r�'igchtil n Cwi•Gkx, +=4 =tt , y ' t 4 ;,!is at set-point'temperatu re and ='j,,N{+�,''_ +� t+�,�' :no demand for hot water exists. t 1 i ' 403 521fl Electric heat trace systems � y� �� ��° � x ❑Complies [ 129J comply With IEEE 515.1 or UL *i,t, tr r r N .' �Ht,�� a ram.,-.,[]Does Not 1515.Controls automatically pyttr':�x fP ��s �r �'r }rs ;yf adjust the energy input to the �tts"I' ,c+ F'" w„trt� ty ✓q❑Not Observable ,+ F .�R .. 'a r(r i�``!�F' : r heat tracing to maintain the 4.(yyyr`t= � � n ��„ria� f, ❑Not Applicable t r` desired water temperature in the r h u {u Y t'6 piping- Water � ''"•_, `4.f` ',a.c•!-xitft-all arx , 40B'5`2r : distributions stems that �� y1 , 3ki x ff t ,�tr I ,��, Y �"�r&.�; �'�:�:+r��f�rt{ a-�<t fit,+��;s,�`��f,7x�j�g�❑Complies . �F130J2� r},have recirculation pumps that >{ at�t ' t'itda ' + rp je t+ 111 tii " .r11 i {yrJ,t. tht`r+'f`ux.,Y7.aii f ❑Does Not pump water from a heated water �� Mtkl' supply pipe back to the heated r}44t),-1,§oNot Observable ; " =t water source through a cold y ( r ' j ❑Not Applicable water supply i tI e have a �17° {nf ass 3 .ex =��tt'� , � M pipe ,demand recirculation water �, ,ts(,py att', eZ 'Rlt4at system. Pumps have controls r that manage operation of the Ire �rnyr tad �`- `f pump and limit the temperature N'in{,4' y�• of the water entering the cold water piping to 1042F. .sa 403 5 4 Drain water heat recovery units �� kxk `��'r M. �t x" "❑Com lies 2 t i v°ar r.utr(,# i ri" -}-' ri` zi=t- P [Fi31] tested in accordance with CSA + Does Not 1 F 'fury g5; (,'yf fi;t ,YL-A❑ B55 1.Potable water-side I ' pressure loss of drain water heat ' t y =++.t+f''G w, ❑Not Observable "j,]'I},t,m k, i,l+, t o ?r x� l it recovery units<3 psi for t+,4 },�] �ht+{*,❑Not Applicable ' individual units connected to one in fit , � , =rt � Or two showers. Potable 1Nater }6i Ull'h`i`t ` Nil 43 h= ��5 r �t �t .rt , yf7• n a n 1 r E aside pressure loss of drain water tfiheat recovery units<2 psi for �,I�" trNiun«� r kx}r,rr , individual units connected to �.. ;three or more Showers. 404.1 i75%of lamps in permanent r n 1 p o � ,arli #f :. t ❑Complies [FI6] fixtures or 75/o of permanent � � � � {s " Yt r i Does Not p �r h �t a <� ❑ -fixtures have high efficac lamps �4 � tit 9 Y4il, inY ❑Not Observable Does not apply to low-voltage t 11 � �, r lighting. `z��r,rlt�, sI tr,t,l = � t1'[`'❑Not Applicable , l"da I, 404 1 1 r ;Fuel gas lighting systems have {U,�' _ c Y� �_------- t, t Complies T1231, no continuous pilot light. �t11 trlt it ,{ { {❑Does Not 1N3j❑,a r�>� k�Ih,�.3.1 � �•i,�'y � Not Observable _ 4 ' its ',k❑Not Applicable [F17j40 Compliance certificate posted. ❑Complies t� M ' , •_ ,, t. rl fl re c r `A' 4t" F'a �--� .t� u'F'yYyhwd a Does Not ❑Not Observable l :.ia.d';''7 i}" ,,.�. •rrc"tr1 :'s n: .fit-�'}x.::� ❑Not Applicable ' + �1 tHigh Impact(Tier 1)___5_"'1 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title:Tim Gray Building & Remodeling Report date: 04/10/18. t Data filename: \\COLONY1\Server Documents\COLONY\GrayTimBd&rem-AlvesRes-46BcksknPth- Page 8 of 9 Cntrvll,rck SeCtldln 1 iy tr r 'F 1 3 S f. ?a PJans U rcfied ^FI'eld'Nerift i it N, .r £ `� :�"� t y�:,rl.,f.,#.it ^',>n ..>•.`a.,l^ ��Ilnal lytsprctton Prov�siaRis h, i 3i 1LdlUr 'fr n,Cprnpli@Sd Cgmm+ants/AS5Unlptt0l�S.; 9`£E H 3 V�Ie 3q3 3 'Manufacturer manuals for _ -- --- --' ❑Complies [F11813 mechanical and water heatin ;systems have been provided. ?}`` 4�j't � ,k`yin ' ❑Does Not ,❑NotObservable s.2i❑Not Applicable Additional Comments/Assumptions: r i i 1 High Impact(Tier 1) �,`,_Ledium Impact(Tier 2) :3 Low Impact(Tier 3) Project Title:Tim Gray Building & Remodeling Report date: 04/10/18 Data filename:\\COLO NY1\Server Documents\COLONY\GrayTimBd&rem-AlvesRes-46BcksknPth- Page 9 of 9 Cntrvll.rck 2015 iEcc Energy Efficiency Certificate Above-Grade Wall 20.00 Below.-Grade Wall 0.00 x Floor 30.00 Ceiling /Roof 49.00 Ductwork(unconditioned spaces): Window 0.28 0.45 Door Heating System: Cooling System: Water Heater: jill Name: Date• Comments r . i • 3 t r 4 i C 13LXK,51 t FA i 4 C t,)T Z-V UAL //�4 I AWC Guide to Wood C'®NstructiOn in High Wln' d Are'aso 1 d 0 mph Wind Zone Massachusetts Checklist for Com I' cc(780CMR 530Ile2,1o1)Il Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust).................... ............110 mph ............................................. ......................... Wind Exposure Category.................................................................. . ....................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories RoofPitch ....................................................... (Fig 2)............................................— 5 12:12 f Mean Roof Height ................... . .............................................. ..(Fig 2)........ ............. I ft s 33' Building Width,W ...•"•'" ........................... ...............................................................(Fig 3)................................................ aft <_80' Building Length, L ..............................................................(Fig 3).:.............................................../S ft s 80' ram' Building Aspect Ratio(L/W) ..g2 ............................. ..(Fig 4).................................................L�25�5 3:1 Nominal Height of Tallest Openingz ••�� —� (Fig 4)................................................ 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................................................................... 212 ANCHORAGE TO FOUNDATION1,3 5/8°.Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4 ................................. ........ Bolt Spacing from end/joint of plate )...................""""•...... in. in ............................(Fig 5).....................................�i .5 6"-12" .✓' Bolt Embedment-concrete................ (Fig 5 in.�7 ✓Bolt Embedment-mason ... g )................................................. �� masonry.........................................(Fig 5)............................................�n.z 15" ./Plate Washer...............................................................(Fig 5)...............................................z 3"x 3"x'/4" 3.1 FLOORS --Age," Floor framing member spans checked ....:..........................(per 780 CMR Chapter 55).............................:...... _L� Maximum Floor Opening Dimension..................... . (Fig 6)..................................................Q ft<_ 12' 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 <dMaximum Cantilevered Floor Joists _sC Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................eft s d lls Floor Bracing at Endwa ......... ..........(Fig 9).................................................................... ................................ Floor Sheathing Type ...................... (per 780 CMR Chapter 55 Floor Sheathing Thickness p )"""""""' ...............................(per 780 CMR Chapter 55)................... ! Floor Sheathing Fastening.................................................: able 2 ... in. R ) �d nails at,min edge/�in field 4.1 WALLS Wall Height Loadbearing walls................. (Fig 10 and Table 5 ...................................... ).................... ft 510' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft s 20' Wall Stud Spacing (Fig 10 and Table 5)...................�in.5 24"o.c. .............................................. Wall Story Offsets ........................................................(Figs 7&8) ............... dft 5 d ............................ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.................................................:...... 1 (Table 5)..............................2x --1 ft 8 in.Non-Loadbearing walls................................................(Table 6)..............................2x�-,�ft�in.Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10).........:........... WSP Attic Floor Length """""""""'`"•" � ...............................................(Fig 11)............................ Q ft zW/3 ✓'Gypsum CeilingLength if WSP not used "'•"•"' 9 (• )..................(Fig 11)............................................�ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blo Double Top Plate .cking.@ 4 ft spacing in end joist or truss bays Splice Length ..........................................(Fig 13 and Table 6) Splice Connection(no.of 16d common nails).............(Table 6) """""""""' ....................,.., ........... �✓ s ' AWC Guide to Wood Construction in High WdndAreaso d1®mph Wind Zone Massachusetts Checklist for Compliance(980 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(T )able 7 ........................................................� t/� Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Table 8)...................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...............................(Table 9)..................................•Z_ft�in.5 11, Sill Plate Spans ............. (Table 9).................................. ft —1� Full Height Studs (no.of studs)...................................(Table 9). ... 2- Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance t Table 9) HeaderSpans.............................................................(Table 9)................... ft in.512' Sill Plate Spans..................................................... (Table 9).................... .eft�in.s 12" !�- Full Height Studs(no.of studs •..Uplift a........................to (Table 9)........................................................_2 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest O enin P 92 ............................................................................QL!.5 6'8" Sheathing Type.............................................(note 4)..................................................... —� Edge Nail Spacing.........................................(Table 10 or note 4 if less) in. ........... Field Nail Spacing """ .................(Table 10) ....................�Z in. Shear Connection (no.of 16d common nails)(Table 10 Percent Full-Height Sheathing ).................'•"""""""""""" - --�g.......................(Table 10).................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............... . __z Maximum Building Dimension, L —� Nominal Height of Tallest Opening2............................ W<_6'8" .......................................... heathing Type........................... (note 4)...................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less) in. ......... y Field Nail Spacing """ ....................(Table 11)................... ✓Shear Connection(no.of 16d common nails)(Table 11 Percent Full-Height Sheathing..: ) .........•""".......................4....................(Table 11)....................................................1 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................ Wall Cladding Ratedfor Wind Speed?............................................................. . ✓' .................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ........... .. 19 -� . ................................ (Figure ).............eft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=Z63 plf Lateral.............................................(Table 12).............................................L=17&plf Shear..............................................(Table 12)............:....... Ridge Strap Connections,if collar ties not used per page 21... (Table 13) """"""T_� plf .............................. -�plf Gable Rake Outlooker.........................................(Figure 20).............Q ft:5 smaller of 2 or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= 7 lb. Lateral(no.of 16d common nails)...(Table 14)................... .. Roof Sheathing Type......... .......................................L ............•••.............(per 780 CMR Chapters 58 and 59) .......... Roof Sheathing Thickness................ .&in.a 7/16" S Roof Sheathing """" ✓ Fastening...................................................(Table 2)......................................................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs'per Figure 18a and Figure 18b 2. Ex ception:ti on:Opening heig hts 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. 6T&c C(=K, Ca7u1 t Y3�y � ,� ,1 A WC Guide to woodConstruction in High Find Areas. 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.Il)1 4. a. From Table 10 and location of wall 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. iii. 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, Vertical and Horizontal Nailing for Panel Attachment ci AWC Guide t® Wood Construction in High Wind Areas. 110 mph Wind Zone Massachusetts Checklist for C®mpliauce(780 CMR 5301.2.1.1)1 •'FT EN THe EDGE RESM ON MINGUSESd NAILS ro +y --. ���----—IT---- 11 11 11 n 11 11 u 1-I it 11 11 1 '� 11 0l 11 It 11 11 11 1 11 11 11 1 11 11 1j r 1 11 1{ � � • li K 11 Il 11 71 Q 1 Ir � 11 Ir a I{ d ii ;{ i 112 i1 ii 1 4L II o a, 11 Lj 1 11 /1 � 41 it 1 U i u fi W 1� I1 11 3c 1 . la r � II rl A rl u 11 11 'l'"1----- - WME s1�yyy SP ECWD�GyE.. ------- , MAIL PANCt See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Q �— w�, q 2a a� �a jr ci z � dc ► EDGE Rd'IERMEDIATE e i 4v e � 318 i r "FAIN. r _---J---'Z---_..-..--- -- .-- ------.. STAGGERED 3"MIN. ML PATIFAN � PANEL PANVL EDGE DOUBLE NAIL EDGE SPACOG DErAL Detail Vertical and Horizontal Nailing for Panel Attachment vi. i CB FND B'S S i °Hw ° TUCKERNUCK ROAD LEGEND ENGINEERING o Nw PROPERTY LINE y� \ ONw a1w a FENCE &SURVEYING Oew OHW OVERHEAD WIRES 45.94 6.a1 a6.zs SHIP EDGE OF PAVEMENT www.bssdesign.com OHw ro, EXISTING .UTILITY POLE BSS Design, Ineo rpoteted Zg.00'CB FND N 71'24'25" E ' CB■ CONCRETE BOUND 164 Katherine n I..ee 02540 F6 12.OAK 12.OAK 85.00' - \ 608.540.8805 FAX 508.648.5313 O \\\ EXISTING 46,23 ti \ \\.� STRUCTURES Z 4725 0 AJ /4.0�0"r' \\ yl OF Ay4e_ W W /1 n ® PROPOSED oath<H �9 G Q (� T _ SWIMMING\ STRUCTURES yL� 47.56 POOL \ U JACKS NBUNKER y J Q �{ f�— METER \ 0 S' No.a�s3 Q F (n PAVED \\\ 4&59 1. LOCUS IDENTIFICATION: qF p N DRIVEWAY azz \ 1i - HOUSE No. 46 BUCKSKIN PATH °j tAND W d LL GARAGE\ � a ASSESSORS No. 190 149 (n LOT 38 PLAN BOOK 224 PAGE 8 0 IJi o 0 — J j HOUSE 2, LOCUS IS WITHIN: ,C a646 \ PATIO ZONING.DISTRICT: RC 0 �[ Q a \ FLOOD ZONE: X H z 3 \ 36.6' BUILDING CODE WIND EXPOSURE CA TE Y: < N \ EHOUSEG \47ns w RESOURCE PROTECTION OVERLAY DISTRIC o� Y Z ^ m #445 \ IS-OAK mO _ - ! SALTWATER ESTUARY PROTECTION a Q V' FLooR ;n ! AQUIFER PROTECTION OVERLAY DISTRICT I W m m Y �E 48.5 SEPTIC\ 47.7a TANK �6'o"xOO to 3. LOCUS IS IDOL WITHIN: U U 4637 1e•OAK \ M WIND—BORNE DEBRIS REGION Z Z \ \SHOWER., _ 47.04 b ZONE 11 OF A PUBLIC WATER SUPPLY Q W 4 Lv HISTORIC DISTRICT J C :J 3 20 oAK N ENDANGERED SPECIES HABITAT 5 1) \ 444, i 4. LOT COVERAGE BY STRUCTURES: 3as' t^ * EXISTING: 2,334 SF 14.65% 46.28 � Jr46.68 /•�� * PROPOSED: 2,479 SF 1557% 0 Z i W 47,s 30't �1,�j I LEACH TH 5. ELEVATIONS ARE FROM ON—THE—GROUND SURVEY BASED ON —� L z Z :H PROPOSED ADD17ION AC �\�/ GIS MAP DATUM f1 Jr4s49 fi. SEPTIC SYSTEM WAS DRAWN AS OUR INTERPRETATION OF w N OH.FROST WAL[. HO scale HABITABLE SPACE INSTALLERS SKETCH ON FILE WITH BARNSTABLE TOWN HALL 1 = 20' a6.aa Jr`oe 4, 1roAKp AND HAS NOT BEEN VERIFIED. µ b 46.83 o. J(46.41 11 14•OAx \ 7. EXISTING BUILDING OFFSETS ARE MEASURED TO CORNER date O e2.OAK 46.8 DULY 9, 2018 LOT 38 O \\ BOARDS, NOT FOUNDATION. W 15,926f SF 12•OAK �\ I -B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A drawn W (gyppp}],4 TRENCH PERMIT FROM LOCAL MUNICIPALITY IN WHICH THE EJP, MRT 14 oAKpr"619 L6.OAK VAX WORK IS BEING PERFORMED IF REQUIRED. checked CJ 9. CONTRACTOR SHALL NOTIFY DIG—SAFE AT 1-800-322-4844 e0 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. job number 14oAx --------- --- 17239 ----------110't roof 5RCROWN WOOD ROAD----------------- SITE PLAN —— ————————— 0' 20' 40' 60' drawing number P25:�112 HP Color LaserJet MFP M476nw Fax Activity Log Apr-3-2018 10:07AM Date Time Type Identification Duration Pages Result 1/22/2018 ' 10:04:59AM Receive 5082953100 1:10 4 OK 1/22/2018 4:15:23PM Receive 5084778410 0:45 1 OK 1/22/2018 5:09:58PM Send 15084207907 0:56 1 OK 1/22/2018 5:11:41PM Send 15084207907 1:07 1 OK 1/22/2018 5:18:44PM Receive 1:05 2 OK 1/23/2018 12:23:18AM Receive 0:38 1 OK 1/23/2018 9:32:15AM Send 15082950333 1:59 4 OK 1/23/2018 11:50:53AM Receive 714-482-6747 0:20 1 OK 1/24/2018 1:44:39PM Receive 5084778410 1:20 3 OK 1/29/2018 9:35:41AM Receive 800-946-8180 0:26 1 Comm Error 232 1/29/2018 11:03:38AM Receive 714-482-6747 0:20 1 OK 2/ 3/2018 9:32:04PM Receive 0:34 1 OK 2/13/2018 11:13:22AM Receive 800-946-8180 0:20 1 OK 2/13/2018 5:23:17PM Send 18666703737 0:40 1 OK 2/14/2018 10:15:30AM Receive 714-482-6747 1:00 1 OK 2/15/2018 10:32:36AM Receive 0:21 1 OK 2/21/2018 11:50:50AM Receive 714-482-6747 0:21 1 OK 2/23/2018 7:11:51PM Receive 0:39 1 OK 2/24/2018 7:30:43PM Receive 0:33 1 OK 3/ 1/2018 8:17:22AM Send 5084950891 0:57 2 OK 3/ 2/2018 6:11:44AM Receive 0:42 1 OK 3/ 4/2018 12:36:55AM Receive 0:33 1 OK 3/ 6/2018 8:40:56AM Send 15082280191 0:33 1 OK 3/ 6/2018 12:45:02PM Receive 0:27 1 OK 3/ 7/2018 11:12:27AM Receive 855-219-4122 0:22 1 OK 3/10/2018 3:33:53PM Receive 0:36 1 OK 3/16/2018 4:34:23PM Send 15087758438 1:14 1 OK 3/18/2018 4:00:33AM Receive 0:37 1 OK 3/20/2018 7:50:35PM Receive 0:35 1 OK 3/23/2018 8:08:09AM Send 17819340001 1:01 3 OK 3/24/2018 5:13:08AM Receive 0:36 1 OK 3/24/2018 6:08:26PM Receive 0:51 1 OK 3/26/2018 12:21:52PM Receive 855-219-4122 0:19 1 OK 3/28/2018 7:00:55AM Send 18663500843 0:47 2 OK 3/28/2018 7:08:10AM Send 18663500843 0:26 1 OK 3/28/2018 10:43:02AM Receive 888-489-5446 0:33 1 OK 3/28/2018 1:36:24PM Receive 2:10 4 OK 3/30/2018 9:10:56AM Receive 0:21 1 OK 4/ 3/2018 9:00:16AM Receive 800-974-4069 0:21 1 OK 4/ 3/2018 10:06:44AM Receive 888-489-5446 0:35 1 OK FRIEDLINE&CARTER ADJUSTMENT, INC. 436 Main Street., P. O. Box 338 Hyannis, Massachusetts 02601 Tel. (508) 771-3232 FAX (508) 790-2344 TO: (,Building Commissioner or Inspector of Buildings ( ) Board of Health or Board of Selectmen ( ) Fire Department TOWN OF BARNSTABLE = p TOWN HALLa = HYANNIS, MA _M RE: Insured: ALVES, Prudence A. &Joseph T. Property Address: 46 Buckskin Path e Centerville, MA 02632 i Policy Number: HM00319092 Type of Loss: Water Date of Loss: 4/19/2017 File#: 126737 Claim has been made involving loss, damage or destruction of the above captioned y property, which may either exceed $1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number.' On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail B. OSTIGUY Adjuster 4/20/2017 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map: A0 Parcel toWN Permit# 3 Health Division y I 1 6 � OF 61A/'fTA8t Date Issued - Conservation Division APR 26 PN J: 38 Application Fee Tax Collector _ Permit Fee , Treasurer C2/t�510N SEPTIC SYSTEM MUST Planning Dept. INSTALLED IN COMPU CE Date Definitive Plan Approved by Planning Board WITH TITLE 5 EWRONMENTAL CODE AND Historic-OKH Preservation/Hyannis : TOIL REGULATIONS Project Street Address `-alp Q7JC_E,S���1 P0. Village Owner _105C_ Yh � '�QQaQnC Q OWE .) Address tv-\ Telephone '�D2 -416- (OSa Permit Request QQQDCfDpA w \y'x 1y ') - coo \ecA1AC_0.\ \vim Square feet: 1st floor: existing proposed \G 2nd floor: existing proposed Total new q� Zoning District Flood Plain c\% Groundwater Overlay Project Valuation 41t Ono Construction Type 6A Lot Size ,Quo Grandfathered: ❑Yes LrNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes & o On Old King's Highway: ❑Yes Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other n Basement Finished Area(sq.ft.) (-�VA Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing new First Floor Room Count I Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other n lPr Central Air: ❑Yes ❑No Fireplaces: Existing 1 \ 1 1 New Existing wood/coal stove: ❑Yes O' 1-o1 (� Detached garage:❑existing ❑new size.& Pool: ❑existing ❑new size Barn:❑existing ❑new size I✓1' Attached garage:❑existing ❑new size Shed:❑existing ❑new size N Other: 0 Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial__.❑Yes___6do_. . lf,yes,site_plan review:#.__Current Use Proposed Use (� BUILDER INFORMATION Name '�UAUCIL (;N" '5VO-)f-0 S Telephone Number 8�_C) 1q O7 Address -goo o License# 02_> C)S 15 wo_s-�-hm C 2 "f`MA Home Improvement Contractor# \3y 11D(.0 Worker's Compensation# S5 w?,&,5Z q 353 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO \AaZL�e SnS SIGNATURE DATE ?-0/0 S r F FOR OFFICIAL USE ONLY / 3 . PERMIT NO. DATE ISSUED MAP/PARCEL INTO. t ADDRESS, _ VILLAGE OWNER DATE OF INSPECTION: h• FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGIA M 4Z� FINAL . 377 co PLUMBING: ROUGlt FINAL rn GAS: ROUG m FINAL e+ FINAL BUILDING. C3 f a, ru0� i- < m a DATE CLOSED OUT ASSOCIATION PLAN NO. j �oF114E rp Town of Barnstable v, °-� Regulatory Services • vSTAB r , Thomas F.Geiler,Director 039. Building Division prED MA'S A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL,c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. It Type of Work: SUr,2,-,©ran Estimated Cost U00 Address of Work: �AJC�S`��r Qa Owner's Name: Date of Application: t-111�`O�J I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law []Job Under$1,000 QBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Li 12-4- Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav ' The Commonwealth of Massachusetts k ---�!- Department of Industrial Accidents � -- — OttJce afloyestigetlatrs ' 600 Washington Street - T Boston,Mass. 02111 - � Workers' Com ensa#ion Insurance Affidavit ovation 4 L�Si Qa hone# :a ❑ I am a homeowner performing all work myself ❑ I am a sole etor and have no one workin in ca act /%/ ao / e/%%/%�ye%Sa%/n//Og///o/�n/t %///%///%%%/%/%�%%1%%%//%%%/f/%////%/ em l IUYidingworkers CO 8IIS 2:cr. a:•-�� .4tgo-sck; y� fit• 'fiK'4t'4+'r'kk+w.x. In 4 i., d.?n' '•ti#::i I am an ,:•E., rr• :t,.,,2. •:�3E`:`,r`,•.4: ''•.4°? :•ega.•y:'r#•.R's4s'`4,+:£,+T'i',.A'�,;'' `e... ;. .,J� �r?.yt7'Tf.;fN.t,;;`,cxr,r�?r r:,:''s '.� w., •A ., •+•..,r ? s•S S+'k,,;i;%2' C;,.',.+"o7�at :i xv�•: •r,,`•,:•. 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"','rs," t': ro''"',:�:��+'� �f 3t a; »} Yof' rJ£k •N 1 •y< �• 'K. a'ytr.J..rt ••. .•Tk y:TS.Y$,'' ti •y ','•r � 34 �'�g � � r,�'a.'•., ' ' .5.'Y{!.:,.MkF.•f y,,.Jip'+�/�+i � in'•'ri5:f!{:i}''+ ,, •{�'ryh"[TT,•''' ?'.{�•fi.} C,•>:.Ky�,+{''.}�di+ WW".:ii•:, 'r.<•..P. �N ?; Sik �4'•: Cr\b:T:a]k•�Y::{ti"X;..4.:v,•:•.yay�Y •a3Si .. ......` ...4yv:4$x`�++ be formg„�e to ucorc coverage as required m aer section 35A o[MGL TO P Iead to the imp osi W tioa at a:ta�sal p enalties of a tine up to 34W.00 and/or i one yam'}mprlsonmeat as xeIl dvA penalties in the form of a OsP of tbe DIAtord aQ0 a day against and T sntderat�md that a • copy of this statement mzy e to the OM.cc of investig I do hereby certify under th he P ai7a and penalties of PEd urY that the information provided above is tref aIng correct Date _ � - sig�tuze�� 1Q Print Hama oMdal we only do notwrite in this area to be completed by city ar town OMciel ' perndt/licetue# ' ❑Bniidingpepattmrnt city or town: CILScensing Board ❑selectmen':Office chck jfjr=cdtate response is regp1mi OH�th D epaztnent phone#; contact persom 4,viod 9193 PIA) Dw� t Town of Barnstable Regulatory Services 3 B r. $ Thomas F.Geiler,Director 1659.{Lim Building ]hvision Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign,This Section, If Using A Builder J _.._..._. .: �..1. UPas.Ow�net-.of the.subject propep . herebyautho3ize �-�� � '�''��%�•�. .to:actontnp..b.ehalf,. matters relative to Work authorized by.this building.pe=rut-appltcattoa fot: C- P _ (Address of Job) �o Q. Sigpa{ti�re of Owner. Date Print j�Tatne �' -if ----- � !f.,-.AFT n-- �: LAYOUT FLANS WALL �LC�IONS EX15fING DUILDI NG _ �1//1 r v - -- __--- ----Fr L- _ J ` -----5TUDI0 51DL- WALL(A) ----- 51"UDIO SIDE WALL C, - - - .-.- ( ) . I-- -_-_- ---J�-_- - A55 E LvI[3 LY I�ETA I L � Ul ---- SEF ALLownfsLE I_onvl TAI31_L=FOR.I'AIJEL 51ZI_5 I-� i d MINIMUM 51_O Iv r L 1:12-�. - ---,n- ---- --�dJ GIJI'IERI=ASCIA- p I IFADER 51JI'I'0RT 13LAM STUDIO I'I.001:PLAN - ----- = =-- - -- -- -- si.IDING voOR IRnNSOM(orrloNnL) 1 - 'I UDIO IRON f WALL(I,) Oil WINDOW I- \ Ire .r �,I ._/�LI.OWAI3LL LIVE I.0%f�"�nhLl= FOR 1 P T. I'AI ILL WI"III 1 1 FT. 0� L_L5 5P 2O R5r 25 P5F 50 1'5F �-1-------------- ) _ ----- 35 rSl= 4o R5r IS I'SI JO P5F 55 I',F_ e,p RSI I LI II L C�I_n5s ----- _ IC 3"IIGrFl 4.5"I IC 4 "iIC 4.5"1IC 4.5"1-ICa!I 4.5"I I(:blI 4,L''IIG-fi L5"IiCrl1-----i'FI°Sill "L"I'S-rl I 4.5"EPS Id i -- S r-LI- 6EIS-t H - - rLoo.0 Iln, I � ERSi1 Ih.5'EP51.1-I 6,05-Ili �NO" I_5 For,5'AUDIO CONS(PUG'I,IOJ --- 1. � � AEI-OWA131_E LOAD5 ARE DA5EI?UPON 8.PANEI.5 MAY ONLY 13E USEU Ihl ROUI=5 AND INAI_L£i WI II I E 16.Af3f3RFVIA I IOIJ5: _UEGIVSLAB _ 1 THE I_C550R Oil 1"Fir ULTIMA I E LOAD/2.5 CLASS D OF,CLA55 It IN7 ERIOP.1'l1 IISI IES ARE RIiI.MI'I I'I°IJ D=DOOR GSP I=GI:AF1 61L"I IvIAMIJrAGTURII IG -1 OR Yf IF LOAD nT Ci1'nN/120. 13Y CODE. I)m=DOOR MULLION Fff=POUNDS/5O.FOOT' TYPICAL-STUDIO 5EG"f101\l 2.IIC/l':"5 REFFR5.1 O C13M 51 RUG WRAL V/=WINDOW I='I'-I'PL"I !'nNELS WI'I li ALUMINUM SKII.15 130NDFU 10 9'HORIZON I ni.JOIIJ I5 13ETV EL"IJ fLll°PNDS OF PAHE.LS ARE. •A/l•A=WINDOW MULLION 13C=l3UILVII\IG COVE I-IONEYCOMS/1'OLY5fYRENE CORES 3",A VZ, hIOT Pl°RMI'I fEU• I IC I-I6NEYCOM13 PANELS 113C=INIERNATTONAL 13C ' 's r ( 10.CONTRACTOR TO rROVIUE FALL 1'I;OIECTION Pri LOCAL CODF5, L.P5=I'OLY5'fYIZENI=PANL"I_S UI3G=UNIFORM 13C ARE C IN'I CI EDJE55).ADJACENT I'nNELS FOR 5UNR001,15 WI"fl-I A FIbIi5HED FLOOR LEVEL OF 30" H=TIIERMAI_LY-61'OKEN N13C=NATIONAL 13C ARE GONNI'_Gl ED U51NG VINYL CLEAT O OR Hs, OR GREAIER ABOVE AN EXTERIOR SURFACE. AI_IIMIIJUIvI I I-5'IIFrEI�L"I: 513(-5TANDARD 13C ;,,NINETY(90)MPH VIc51GN WIND 5('L=IcD, 11.5'I RUCTURAL 1=F AMIIJG AND COIJNEC'fIONS 70 BE IPJS'fALI_EU P PANL-L M7 ,a Pt-C) EXI'O51JRE A OR 13. L"_WALL HEIGHT IvIFG=10ANUFACCLIKER I.DEGIGN ROOF PANEL DI'nD LOAD=5 1'5r. PLR AI'RLICAI31_E GODE6 AIJD Cf3M/MFGe 5PEG5. MI'11fl �PER hIOUR 5rEC5=51'I CII=1CnTI0N5 b.D001;AND WINDOW LOCATIONS/SIZES ARE 12•GOIJ"IRAC'fOl:T'0 IN51'EGT AEI_EXI�I IhfG GONDI"I'ION,S &, MAX=MAXIMUM ( ' I�ytol Uf r, 2,---" e k»� IN I'EP.GI CHANGE I'ER MFG'S 5r1=G5. AND A5 PIEGI=$SARY RFPAIP,AND/OP:REPLACE ALL �} r)�r' PROJECT: CONTRACTOR: -- 6.WIDTH OF 13-WALL MAY VARY I'L-R _ �( MATERIAI.5A51:EC•!UIRED1nRi=hIDERIliIc6A5'I'I;UGI"I1P.AIli DOOR/WINDOW I_AYOU 1'LIFTO 2,1E T. 5OUND AND COMPLETE. Y.PANELS MAY ONLY DE USED IN ROOF5 13.L"_ X I4 -96-3/8"(Iv1AX)FOR.ALUMINUMENCLO5URE. t��ylq asr111tizen�d' ce AND WALLS OF 01JE STORY f3Ull_DING5 Of= L"=10I-I/h"(IviAX)F01;VINYL CNCLOSUI;Ci. 3.( i,, o �.N1 CON5fRUCIION:fYl'E V13(FOP,Ir3C/PII3C), CJ AUDIO L-_NCI-QSU'K, st T ��G sTC%Nf'I& DRAWN 13Y:GJJ DWG IJO.: 14.AUTI IOI:17.1 D FOR 13E'IIEI:LIVING DL=AI!f/I IAIrI,1AlsC1NIZi. ?s/ONALE��\i� crn5o t4xt4 GENI_f:Al_ LAYOUT TYPE VI(FOR S6C)AND'fl PL=VIJ(rOR UI3G). 15,5'I IJDIO rl_001:I'I AIJ&SECTION IJO f l0 SCALD a t:�,; a , � Vri E:1"=4' E GCAI DATE:4/30/2003 NEW 6' 1200p From POPICH ( NOT 5HOWN IN THI15 VIEW) —� l �- - -I'III-1 I h I I 1-1 I I-IIII_I I I I I I- I_1=!11=1 =1 11=1 11=1 I_I-1 I I I-111=1 I I-1 11=1 I I' 'I 1=1 � I L_J L_J L—J StAlp&t?AII. 36"NI6H pAL II" iro�A� 4" 6ALLUSi�p SeA�� t'pOpOS�b 3 5�A50N POPCN 511910 5r-MF ENCL05upE �-I/2'' �p5 H poor 5Y51*FIM NEW(19' 5PAN) 6 OOP, TOM POPCH '-III=111 11=111=1 I 1=1T_I=III=111=1 I 1=III=111=III=111-III=111=111=III=1 III-III-III-III-III-II1-1I_I=1I1=1II-III-III-1I1=1II-1II-1I' �lll C-'''-111,;,111��,III-'�1-111,��1_Tlii�lil,:III-"'=111, 1111111111111111- L_J — Project: 6cale: /'V-P-0" iraeiiro: Betterl ivi ng A vE5 rE5IPENCE SUNROOMS '16 PUCK5KIN PAIN A—2 CENiEPALE,AAA02672 78 Turnppike Road,Westborough,MA 01581. Phone(508)870-1900 Fax(508)870-5756 hate:i/20/05 Sheet 2 of 2 .Q& i P%OPOSEG Nc14�G�CK C 14'XI4'hPPPDX) 1.2K10 K PAW 6'I61L.9 5_ 1 2 b L 2.J WOGE DO]i G I/2"Y.5"LA65 24"O.C. 3.J015f NANG5P5 WlliH ENP5 4.7r3L 510r J0ISj 5.2X10 P PIP15 I NG f3 AAA(NIMIN) 6:(15) 12"0 X 48"MF PIG51N/ANCHOP5 . T 1/2"PI FIIIINVOOP MH 3/4"Y86 PLYWOOD 0!-,PLAY 8.6X6 P055 9.51 4"&'Pi GyCKING ON 5tA25 10.SIAIF5 11. INSULAR NeW G�CK UNGcp PpGP05 G PO'P.CN �XI.5fIN6 6' b00P, � FPOM N OUST . ONE 51'FP bOWN FPIOM H0H TO PP0P05FP POACH HP0P05�b F EH t a Z +0 Q 1 p " Wt � 1 1 ■ Project: 5cale:l/4"=1'-0" Gravi%: Betterliving ALvF5PF5mNa Q S U N ROO M S 46 IICK5KIN PATH / \ CCN—i5OJU�,PEA 02652 78 Turnpike Road,Westborouggh,MA 01581 Phone(508)870-1900 Faz(508)870-5756 _ Gate:4/201 05 Sheet I of 2 r� .y P,oF.HETo��, The Town -of Barnstable MASS. w Department of Health Safetyand Environmental Services t63q. `0m - plfo .�° ° Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 f PLAN REVIEW Owner: f�l C� Map/Parcel: ,. I Project'Address: �}(� ffiUC6 S �.IL Builder: The following items were noted on reviewing: 7 S c e l2 oc_ SD pu ► � 1.0 0 h'i i i r w Reviewed by: tad Date: 1 —Z— U. - R 0 P� RN�GK 5.00' EX. �1 POOL (31 J ct EX. DECK TBR 9g' 36 EX. PROPOSED N DWELLING 14'x14' o SUNROOM �- a TANK Q LP . " � N is o � EX. � SHED MAP 190, PARCEL 149 #46 BUCKSKIN PATH BARNSTABLE, MA 11° 29 LOT AREA 15,260 SF SEPTIC SYSTEM SHOWN EX. DWELLING AREA- 1465 SF IS DRAWN FROM INFORMA77ON EX. LOT COVERAGE= 9.69 PROVIDED BY OWNER. PROP. LOT COVERAGE= 10.99 R TIFIE.D PLOT " PLAN ALVES RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN of N #46 BUCKSKIN .PAIN HAVE BEEN LOCATED WITH AN INSTRUMENT ��P Ass9c BARNSTABLE,' MA SURVEY. DATE: APR. 11, 2005 DRAWN: RBS ROBB o 00600 SYKES ; SCALE:1"=30' DWG CPP ?'o 'ANo. 354180 0 EASTBOUND �, LAND SURVEYING, INC. pis E� , P.0. BOX 442 ROBB SYKES RLS. DATE a - FOR508—ALE7 A 02644 I I I Property Owner Must Complete and Sign This Section If Using A Builder I, T"R11 nP-de,r 41-1/'S , as Owner of the subject property hereby authorize Betterliving Patio Rooms (d.b.a. —Patio Rooms of America) .to act on my behalf, in all matters relative to work authorized by this building permit application for(address o job) i�h Da 6 Signature of Owner Date Owner or Builder (as Agent of Owner) Must Complete and Sign This Section as Owner/ ut orized Agent hereby declare that the statements and information on the foregoing app ication for (address of job) )CKSY);n pQ4*N are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. YC1� cK. A c� Y1S Print Name 6:;� Signature of Owner/Agent Date i n no.,.,� J -' Tne lvfassac LuseL�s State Building Code (780 C'MR) includes previsions to ensure that houses and J oI.CIC 1C' Standards. This �1-OLIell�Pn'•?1 CO?�SU! '`=p_ Ii�t ORML�liOi`i u house additions ^:Leer ever,y` e L pe en a o •;lderlcontractor or holn.•owner, -� t O M 1S iO.Oe Llied as ZT� OL the building ri:llt application ^-r, «' J ;,- o addition z v= iarz� ae'ceC.,`� o- z1zss :o opaque wall, seeks to utilize a - consrruciin� install_•.- a.:o.�s. witi7 ery �e t ^�. J r " ' :dditionS t0 an �x1Stln�, house (780 C`f_R., SpeClal ener�d CO Ser�'a-10 exernpLl0=: OptlOn :Or 5' r00 1 v L �.L w^ t: �GR1vI pre.Vent a home o-.•ne =ro-1 selec-ting a J1.1 23.1), i',; IS not in: rldea to �. Appendix J Section i--s x , oA f w 'CiiOn Or OZrve = C,•'z+nj, but rail: 1S On1y ;j a "Sunr00 n'' OI any SIZe C01LIQuratiOn, orlent2tion, _o__ 01 COnstru - y V e OZ file .:Ti70'�?1. en ;rCJ CanservaL, nand year- r� C ct e0 tiers IA becoming awar� Oi Sa n a intended to assl_ ra _ 3 ( and ,Ct liz:n Sun:OCi?? addluOn. d nS i Iv01"v in SeleCtin� aL. ltic:.-� a round ca_::ioLt cot. = r duiidiL __L�v create Co., sort and energy ^_ ins connection OL Sunroom'' s_ uc`1_ireS L residential n>> 1 !P.COn-011ed radiarlOn COOii 1� Or t le t:.aln h :uSe. In cCrl S'� -:"''IOn scStaeS a?e =0 'unconti Oiled SO!ar gals? 0= ' ~ y I r -Cn/;nc`?llation o= sunrooiris" included i�elo ' ;S 3 t O 1-r'•gL'.r01, Ouci:-Ci:IC s ii� t'P_e Selection and Cons11uc�. _ ' 0 actually I ,,,d that a h owner - ay wish t co.^.sides be*ore cn� J 0- Orouuct and de$I cOL. eratl0l a C1T:e. , LI OOI-i" T` canrnend�d hat conSu:u rS Carert ii re�Ie7! _ S J .O..S ={ OOnstl actlng/inStalii-Tl� a 'S ilr _. iS re v potential '<ergy Consumption ail�07 house CO-tract r, In Order 10 1T:inIiTi`_�� S' _ _f •• _1 -emu _ sari n O' the cOMPar, Or IiuiZ:: ya�S tO ie '._ u diSCO:il`Crt 1SSLleS, n aQ 1.LIOn, TUhe yII2:lI1CaiIOP.S ant -ev I O.. L _ It are i nport nt considerations. a J.f 1G.� V:.teL::L3:�CiZ� r._i NCL_u GL 1az _ t J g T�YC " = vlczF ' .S"Ola1 Lear CZ. l'� :'•'� 1 w -!;f ^,7i 1.�::GtS/ •7 C.a! da L:Ill lam• �'ndlJz Glazing to it 3T n se2iilP�and JaSb_� _ � - weat e tiz'ataess Oi th.e san—acra - 1 e .ie-Tua e veIIt;*,z -o n. -Opera le 7 c^dO n"S 2?t =cIIS © :,:died .whadizg Systems level IIl,riOCrS,i'Y2e'LS?.cn.t Ct,nt._yS _ _ : �1 a'md!or GQOror S7, :7 `i the .FLIT: LOUS Y".a H r 2:. o Possible qua CO... .i. L-0= 1L Olii l 1I1=1e�Cy,7o-I.,S a. as. e �..G �: LhrjLle�nuei�ck7a, tte actual _rover ' o __vnot ruehat 101J1.1? 3.1. quires t Th.- -Massachusetts Stagy Building Code Sect o�;` r�S utatl\'.) acknowled�.. receipt OZ tL iS 'CO ''�= !i,TC �'�",TTQ\( 7(1 friar to �_ 1P QA owner's a�.1't dr rer. > eludes "sunroo: l -- I.1cr:s to an exi !Ins residential _ s� -� issuance 02 a '?i1.dIP_Q Peliillt for 3 Jrafect that In 1 �-�� aolulOwledOr's that She/-le ;laS read ec11-e-lent the u.1dersir-e� -,��y ouiidirg. In accordance with tiais r _.• , rile =O1 n.au0n in u�IS d0 irnent conce�ling Sunr00,TL COIi: an messy cOTIse vaaon. IO i i ,il�i ,� o T)ae iddr eSS O: L Print Nan la f2�e76_ OY�i;er Address (i_ di_:er�nt tr.an pralCt location) Own �r's -ele.p lone number . y fit. ' I.1..�/(O .✓✓i/ ( �• 00 , BOARD OF BUROIN(t REGULkn1'*' LkenaaONSTRUCTfOSUPERVISOR ? a �b � 081580 Tr.no: 81605 PATRICK A S FO BOX STERLING =. Adm•• .;:x finis tra for 1 y� ✓�ee 't�am�rnanure¢c%li o���aaaac/a..�ce�.G ' • -\ Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 134126 f. Expiration: 9/27/2005 i Type Individual ; PATRICK A STEVENS:.li _ PATRICK STEVENS ! 32 MUDDY POND RD STERLING,MA 01564 ~ Administrator. ,:;.. - - - - - - - s 4 APORD,. CERTIFICATE OF LIABILITY INSURANCE DATEIMMIDO/YY) 10/26/2004 PRODpICEa THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Joseph McKeone ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR JP McKeone Insurance Agency, Inc. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. BOX 333 Ann Arbor, M! 4810E-0333 INSURERS AFFORDING COVERAGE INSURED Patio Rooms of America INSURER A: Ha mod... dba SetterLiving Patio Rooms INSURER B: Arbella 78 Turnpike Rd INS c: - Westborough,MA 01581-1730 INSURER D: _ COVERAGES INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A80VE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 8E ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _._. _ LTR TYPE OF INSURANCE POLICY NUMBER DAM IMMMD A H MMID N LIMITS A I GENERAL LIABILITY 35 SBW KM6362 1110112004 11101/2005 'EACH OCCURRENCE ; 21000,000 X .COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one nre) $ 1001000 CLAIMS MADE L�OCCUR MEO Ex!(Any 0-Pereorl) ;-- 101000 ,QontrdCtgq Iy PERSONAL R AOV INJURY I _GENERAL_AOOREOATE S QQQ,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG ; 2 000,000 POLICY f—PR O• X LOC AUTOMOBILELIABIUTY 79957400001 12/15/2004 12/15/2005 COMBINED SINGLE LIMIT ANY AUTO (Ee aooweng $ 1,DDQ,000 ALL OWNED AUTOS BODILY INJURY A SCHEDULED AUTOS (Per Person) X HIREDAUTO$ — X�/ BODILY INJURY NON•OVJNED AUTOS (PerwIdenq —"" PROPERTY DAMAGE '(Per acdaelri) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ; ANY AUTO __ _.... OTHER THAN EA ACC I AUTO ONLY: AGCi •S jlRR):E0TE'NTION LABILITY EACH OCCURRENCE $ 2,000,000 35 SBW KM6352 11/0i/2004 �11/0112d05 CCUR CLAIMS MADE .AGGREGATE $ 2.000000 DUCTIBLE $ $ A 'EMMOYE SSCOMPENSATIONAND 35 W13G JJ9353 08/01/2004 /810112005 1 To �uAMrrs L., I R _ E.L.EACH ACCIDENT s _ 10U QGQ 6.L,DISEASE-EA EMPLOYE $ 100�0 OTHER F.L.DISEA8E-POLICY LIMIT $ _ 500.000 DESCR"MON OF OPERATIONS/LOCAt10NWVEHICLESMCLUSION8 ADDED BY ENOORSEMENTISPECIA1,PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABDVE DESCRIBED POLICIES B8 CANCELLED BEFORE THE EXPIRATION DATE THRIkEOF,THE ISSUIN3 INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN INSURED COPY NOTICE TO THE CERTIFICATE MOLDER NAMED TO THE LEFT,BUT FAILURE TO Do 00 SHALL IMPOSE NO 08U1GATION OR LIABILITY OF ANY KIND UPON THE INSURE!,ITS AGENTS OR REPRESETITA AUTHORIZED REP TATIVE ACORD 254(719T) v ACM CORPORATION 1988 Assesrr�s office (1st floor): S� SYSTIRM {UI ^ir ple oiTNET Assessor's map'�and lot 'number � ..//...�/...... :.f.:..9 �� ;._ .. off♦ Board of Health •(3rd floor): " Sewage Permit number ... N. NAM et.-,eAa33TsnLe, Engineering Department (3rdxfloor) ,hl�(�- TOWN REGULATj(;"Q i63 0� House number'' ................................................ ..... .... 6........ ° c�aY a` Definitive Plan Approved.by Planning Board ._______________________________19__,______ . APPLICATIONS,PROCESSED- 8:30-9:30 A.M. and 1:00 -'2:00 P.M. only :TOWN :OF BARNSTABLE BUILDING. ANSPECTOR APPLICATION•}FOR PERMIT TO ............................................... f TYPE OF CONSTRUCTION .v:A.J.V,. .. `�-1 V!rlleas ....................................... ' ....V .�'� ...............19. P... TO THE INSPECTOR OF BUILDINGS: J _. The undersigned 'hereby applies for a permit .according to the' following information: Location .................... ............. ............,.. .................... ...................... ...................... . Proposed Use v... ... .. �1op ...................... l.. r"........�.G... ..... . e�.�' ,Zoning District ....................Fire District Name of Owner .....T?5 .!1.......�.LU. ].........................:...Address ......7. ?...:..U!!cKS�li�1..... � �............................ Name of Builder P �`"� eC+q .�15 .....� !! ..:....:........Address .. :.v +f'GIKOJ ...A" �.h.N .......... �. ........................Address Name of Architect n .............. ..........:......................................................... Number'of Roo,m•s .................:....................... ..............:.........Foundation • ......................... Exlerior ..........................................................:........................:Roofing i Floors ......................................................................................'Interior ......,................................................................. ............. Heating ....................Plumbing ' ................................................................ Fireplace :.........Approximate Cost ®��............:.............. ................................... .... ...... f.........;. ,• JJ Area ...... O 1... Diagram of ,Lot and Building with DIm Fee ..............� .. �� 770�,• Goo 3`3 , x ` w4e !7 IIyC, KS f4 Pa �4 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS t Ikhereby agree to conform to all the Rules and Regulations of1he-Town-of Barnstable regarding•the above construction. Name .... ..# .. ........................... • Construction Supervisor's License D 70p ALVES, JOSEPH 6 N Permit for ..Build•••Sw •mm�.ng Pool _ r' Accessory...to...Dwellinc ............. ;= Location ...................................................�6 uck ' • ••.,••,•• ` % c - - - Centervill.e................ .. .... ........... Owner .r JosepYi Alves y =R . ...^.... Type of,Construction Steep/Y..TIa,l,....•, `}`. ✓ - �t .a, l J s+ _ { PIo ................. . . =Loft` .... :.......... Permit Granted ....Jilly...21 ... ......T9 gg 1 Q. ,, Da'te of.Inspection .'..........................:... '19 ; Date Completed ........ ................. tl fit �'! J'��+ ' ` `tk.� a g� � ', ♦ � � - (^�` � .+.•...._��w�,.. m_ .. .r+4.J�'L�- _. `.i..w�_ ..._+'.,-.;:. li .,� I I �'� +` d 4"!•^'� ' k � ♦ �,'�' a •". I j Yr tl Asse&r's'.njfice (lst floor): t.. °F/ �� �, THE Assessor's map and lot number .n..:...............................7 ..... Board of Health (3rd floor): ; • Sewage Permit number ........ .... " ...( .................. = BAUSTABLE, . Engineering Department (3rd floor): -: r a �,ems � House number .. �........ 00•FO spy 6.e� ........ Definitive\Plan Approved by Planning Board _________________________ _____19_______ APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARN-STABLE BUILDING INSPECTOR 6 APPLICATION FOR PERMIT TO ..............................................�nS t' ` ...!!......... '.....h ^.�.:............................................ __Jii r'. 9 r/ TYPE OF CONSTRUCTION W 5 ,� V�rV✓.r........ .�!Af.................................................... f. ............. .`!;S' ... 1..............:..19............ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies applies for a /permit according to the following information: Location / b •� �(��. '.✓�1r %�fl................................................... ........................................................................................................ ............. Proposed Use .............. 5\!i..r..V�.t. ........... oc� .........�. ...... ...��. -......... C t` '!.................................................. ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner JVA....... jke ... ............ ......Address ...... 6 c- Sk-i1.....Aa j ul.7 . ...........:.............. Name of Builder ................ tl .....f. !^c-.................Address .. -a ... fC1yGJ .!..... � n nt:S Nameof Architect .............41..�/.,�►:t...........................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................:................................................. Exterior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior Heating ...........:......................................................................Plumbing .................................................................................. I Fireplace ........... .......................................................................Approximate Cost ............. `�,.,fl©A.................................... . Area ...... / . r_ 0.0 Diagram of Lot and Building with Dimensions ( �'� Fee p� W t oo i 7 t` 76' f - 1 a 1 TS OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 1 hereby agree to conform to all the Rules and Regulations of the-Town-of Barnstable regarding the above construction. , Name . Az . ,................ 1 7 Construction Supervisor's License ..��'7 d �0© 1 ............................... ALVES, JOSEPH .A A=l 0-149 /=l 0 Permit for ...XMild Swimming Pool .......................... ......AC.ce.S.sar-y...to...vwo,'Ii.ng. ........... Location ......4.6...Buckskin...F.a�&11................ .....................Cen.texvi.11e.............................. Owner. Joseph .......................I...... Type of Construction ........S.t.ee.l./Vy��l . .. .... .. ..... ........ ............................................................................ Plot ............................ Lot ................................ July..21 . ...........19 88 Permit Granted ............... ............ Date of Inspection ....................................19 Date Completed ......................................19 CB -FN0 € ) BSS LEGEND D E S I G N 0 H W oriw TUCKERINUCK ROAD PROPERTY LINE ENGINEERING OHW ---.__ orrw FENCE & SURVEYING \ 4, OHW OHW OVERHEAD WIRES 45;94 6.01 46,2s EDGE OF PAVEMENT - oNw www.bssdesign.com EXISTING .UTILITY POLE. f CB'FND N 71"2425" E ~~�' QB ■ CONCRETE BOUND 1 Design, Incorporated Z� Q O 164 Katharine Lee Hates Rd a Falmouth sachusetts 02540 Oy� i 12"OAK 12"OAK 85.00' \ 608.540.8805 sFAX 508.548 8313 0 0 \\\\\ EXISTING 46.23 ry1\ n\\ \ �\ ', STRUCTURES z H47,25O 14„0�0/11, L1J PROPOSED �µo� U') (n STRUCTURES oyam 0 W THOMAs N J U 47.50 ELEC \ N \ q JACKSON BUNKER Q NO.32653 Q METER NOTES: Q U) PAVED 4721 a6s9 \ 1. LOCUS IDENTIFICATION: 'AF a V) ^ DRIVEWAY \\\\ \ \ . ��� HOUSE No. 46 BUCKSKIN PATH W = Q Q i1 GARAGE \ \� 04 ASSESSORS No. 190-149 (n n- \ LOT 38 PLAN BOOK 224 PAGE 87 0 ILL] �,j BRICK HOUSE 2. LOCUS IS WITHIN: o (o Z _I 46.46 J ` PATIO ZONING. DISTRICT: RC O Y Q 36.6' FLOOD ZONE: X ¢ (/) x EXISTING \ \47us BUILDING CODE WIND EXPOSURE CATEGORY: Y , Z HOUSE \ w RESOURCE PROTECTION OVERLAY DISTRICT aOld (� r ^ m \ #`�6 \ 16"OAK m� _ I SALTWATER ESTUARY PROTECTION Q v ! \ FLOOR AQUIFER PROTECTION OVERLAY DISTRICT I W m �/ \ ELEVATION C \ TANK 16-OAK© U _ 3. LOCUS IS NOT WITHIN: Ne 48.J \\ 47.78 46.37 18"OAK \� \ t�1 WIND-BORNE DEBRIS REGION Z Z CD U \ \��\\\SHowER a7.a4 I>a ZONE II OF,A PUBLIC WATER SUPPLY Q W W r HISTORIC DISTRICT --1 J \\� \ �` 20"OAK ENDANGERED SPECIES HABITAT - 4. LOT COVERAGE BY STRUCTURES: rz ,`n \\ / 44'4' * EXISTING: 2,334 SF 14.65% 46, 1n 34.s \ \ k46.6e� / 1 * PROPOSED: 2,479 SF 15.57� O Z 26 �`� 47,s j ' 30 f f PIT 5. ELEVATIONS ARE FROM ON-THE-GROUND SURVEY BASED ON --� U o° AC / \��j GIS MAP DATUM �-- z Z in PROPOSED ADDITION A-a6,49 6. SEPTIC SYSTEM WAS DRAWN AS OUR INTERPRETATION OF w ON FROST WALL. NO scale r HABITABLE SPACE INSTALLERS SKETCH ON FILE WITH BARNSTABLE .TOWN HALL 1" - 20' U 12"OAK 46.20 k {� Q �' �? ►.� 46:a3 AND HAS NOT BEEN VERIFIED. Q. 46,41 H- H 14OAK 46.8 \ 7. EXISTING BUILDING OFFSETS ARE MEASURED TO CORNER dote LOT 38 " o"OAK \\� \ BOARDS, NOT FOUNDATION. DULY 9, 2018 W 15 926� SF 12 OAK �\\ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A drawn �\ TRENCH PERMIT FROM LOCAL MUNICIPALITY IN WHICH THE EJP, MRT LLJ 12„OAKQ2@(46.19 O"OAK 2"AK WORK IS BEING PERFORMED IF REQUIRED. checked 9. CONTRACTOR SHALL NOTIFY DIG-SAFE AT 1-800-322-4844 10 AK r AT LEAST 72 HOURS PRIOR• TO ANY EXCAVATION. jab number 17239 110,t _ title OF OVERGROWN W000 ROAD— — — - — — — — SITE PLAN CL — — — _ _- -- Q' 20� 40' 60 drawing number . ?, z.P25r,7112 CB;FND B"SS LEGEND D E S I G N `�-o OHW --�--._ Q�w TU CKER N U CK ROAD PROPERTY LINE ENGINEERING y`` OHw --�_ QHw o 0 o FENCE & SURVEYING \ 46.01 46.25 OHW EDGE of PAVEMENT 0HW OVERHEAD WIRES oy� 45,94 - vnvv -----_ OHw www.bssdesign.com EXISTING .UTILITY POLE 00 , CB FND N 71'24'25" E CB ■ 164 tharine Design, [Lee Bates Rd d 25 CONCRETE BOUND Falmouth Massachusetts 02540 Qy 12"OAK 85.00 508.540.8805 FAX 508.548.8313 tO AK \\\\\ EXISTING 46.23 ry1 \\�\�. STRUCTURES z (n \ 47,25 \\ Q H W F y 14"OAK �j \ (14 M4 V ►� \\\\ PROPOSED W `SWIMMING\ STRUCTURES- POOL o� cy� 47.50 ELEC \ JACKSQN BE7HOM�JNKER � Q NO.32653 Q METER \\\ NOTES: Q to PAVED 7 1 46.59 " 1. LOCUS IDENTIFICATION: �Fo a 0 � DRIVEWAY a .2 \\\\ \ \ �\\ . ,.H HOUSE No. 46 BUCKSKIN PATH. �` � D W = Q Q GARAGE \ \\ iv ASSESSORS No. 190-149: (f� �-- \ It LOT 38 PLAN BOOK 224 PAGE 8711_C7 Li.! tyi HOUSE 2. LOCUS IS WITHIN: o (� Z J 46.46 BRICK ZONING. DISTRICT: RC O W Y Q z \ 36.6' FLOOD ZONE: X Q (n f` -Tile EXISTING BUILDING CODE WIND EXPOSURE CATEGORY: M � Y Z �' \ HOUSE \ \ \a7.os Uj RESOURCE PROTECTION OVERLAY DISTRICT �- x 0 F m #46 \ 16.OAK@ SALTWATER ESTUARY PROTECTION °' Q (n �� FLOOR \ in AQUIFER PROTECTION OVERLAY DISTRICT W m \\ELEVATION\ SEPTIC r,y M Q85- \ a7.7a TANK 16"OAKQ 3. LOCUS IS NOT WITHIN: U U 46.37 18"OAK rz WIND-BORNE DEBRIS REGION Z` Z \\\\`SHowER. a7.o4 0o ZONE II OF A PUBLIC WATER SUPPLY Q Ld J HISTORIC DISTRICT -j .J \\\ Qo"oAK ENDANGERED SPECIES HABITAT CL D 5 \ �, 4. LOT COVERAGE BY STRUCTURES:: Of ' 34.6' \� \ / 68 * EXISTING: 2,334 SF 14.65% O Z , k46. / .�� PROPOSED: 2,479 SF 15.57% 46.28 M 47 s • 3a'f -.___�_(„� LEACH 5. ELEVATIONS ARE FROM ON-THE-GROUND SURVEY BASED ON -J U o° AC / �\ ��I PIT GIS MAP DATUM C-- z Z � PROPOSED ALL.ION k46.49 6. SEPTIC SYSTEM WAS DRAWN AS OUR INTERPRETATION OF ON FROST WALL. NO scale HAe1TAeLE SPACE INSTALLERS SKETCH ON FILE WITH BARNSTABLE TOWN HALL 1 = 20' 46.20 kOo 12"OAK o ' N 46.83 AND HAS NOT BEEN VERIFIED. a k46.41 H H 46,e 7. EXISTING BUILDING OFFSETS ARE MEASURED TO CORNER date f4"OAK lz"OAK \\ JULY 9, 2018 a LOT 38 O O \\ Q BOARDS, NOT FOUNDATION. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A drawn w rJ,g26 SF 12"OAK i 1zaAK TRENCH PERMIT FROM LOCAL MUNICIPALITY 1N WHICH THE EJP, MRT t2"OAKQ ( �46.19 O"oAK AK WORK IS BEING PERFORMED IF REQUIRED. checked 9. CONTRACTOR SHALL NOTIFY DIG-SAFE AT 1-800-322-4844 O 1 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION.14"OAK jab number _ _ - - 17239 - - - - 110't- title - of avE�GRawN w000 ROAD- - - - - -- - -- - - SITE PLAN - - - - - - 0 20 40 60 drawing number 112 �.P25:- 13'-0" 6-6" 6-6" A NEW ASPHALT ROOF HARVEY A SHINGLES TO MATCH 2432 EXISTING NEW SHWR. O VERIFY EXACT -r NEW 1 x 6 FASCIA, 1 x 4 SIZE/DETAILS SOFFIT,& 1 x 4 FRIEZE TO MATCH EXISTING NEW TOP OF PLATE 6'-0" BATH HARVEY 24310 r TT IC VINYL SIDING ATTIC HARVEY &TRIM&CORNER - IACCESS� 24310 o BOARDS N O O L — J o � iv 1'_1,� 2'_8�� 2-_ 1" FOLDING �? DOOR 5D � � SUBFLOOR w STACK w o W/D ' EXISTING FRONT ELEVATION HARVEY Barnstable Bld fp, BEDROOM 24310 A Dept A APProwd} NEW CRICKET,VERIFY ALL DETAILS IN THE FIELD 9 HARVEY Permit#:�, 2 3 24310 NEW ALUMINUM 1 x 6 RAKE BOARD TO MATCH EXISTING EXISTING ® 3'-4" 3-4' HALL Eli •, NEW W.C.SHINGLE SIDING rn TO MATCH EXISTING 12 ® 5.5� 1 EXISTING . tq T If I I T1 1111 t rr",11 ill 11 T I I-t�U 1 1111 1 TOP OF PLATE BEDROOM /CIA J1 IN I I I1 IT I! II IT IIIr LLJ SUBFLOOR NOTES: FIRST FLOOR PLAN- 1. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS S RIGHT ELEVATION- & DIMENSIONS IN THE FIEL ' Gl LEGEND: 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, l 0 EXISTING WALLS DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT CONSTRUCTION TO BE REMOVED FIRST FLOOR TO MATCH EXISTING FIN ERHE F EL�KEr NEW CONSTRUCTION 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 k�----------- - ® SMOKE DETECTOR 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, TOP OF PLATE CARBON MONOXIDE DETECTOR OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING - 7.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS � IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS 8•) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS N CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TO BE 3000 PSI AT 28 DAYS TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION &FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WAL4 9•) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/OWNERS ON THE SITE IT 11 Ill U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE DURING FRAMING CONSTRUCTION 0.30 MASS. 0.55 49 20 or 13+5 30 15/19 10(4 FT.DEEP) 15/19 f1 R! 11 AMMEND. 10.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE NOTES: SUBFLOOR 1. R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS: 11.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE 3. REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 4. 13+5 MEANS'R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR 12•)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED REAR ELEVATION &R13 CAVITY INSULATION WITH THIS SET OF PLANS. THE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OMISSIONS ARE FOUND ON SCALE DRAWING NO. C OT U I T BAY D E S I G N, L LC NEW ADDITION/REMODELING FOR: CONSTRUOCT ON.THE BUILD N �0G CONTRACTOR `+ THESE DRAWINGS PRIOR TO START OF \n,S 1TE R ROAD 11 WILL BE RESPONSIBLE FOR THE CONTENT /4 43 B RE �/V (� (� r IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA 0264�/ ALVES RESIDi' N E COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE � GG THESE DRAWINGS ARE SOLELY FOR THE USE PH (508 274-� 66 OF THE OWNER NOTED.ANY OTHER USE OF (] (�/� /� I ' c n MA THESE DRAWINGS REQUIRES THE WRITTEN Q FAX (5Q ) 539-9402 4 6 B U C KS K I N P{�T H CENTERVILLE CONSENT OF THE DESIGNER UNDER THE 5/4/�0V-T V \ , ` ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER&CEILING JOIST BAYS 13'-0" 13'-0" @ 48"o.c.,ALLOW SPACE FOR AIR 6-12" INSTALL 5!8"ANCHOR BOLTS AT 60"o.c.MAX. A A FLOW ON THE UNDERSIDE OF ROOF W/SIMPSON BPS 5/8-3 BEARING PLATES SHEATHING OF PLAT A FROM END PLACE BOLTS WITHIN 6"-15"OF EACH A E CORNER AND TO A 8"MINIMUM DEPTH 0 (- NEW 2 x 8's @ 16"o.c. W/MID-SPAN BLOCKING I T, I BASEMENT °° I I NEW I I WINDOW W g I 60"o.c. co - � I CRAWLSPACE I o 2"CONC.SLAB W/10 MIL I I9 O POLY UNDER I I I I — -- x 10 RIDGE BOARD o 3-2 x 8 GIRT I BEAM E]l — PKT.- �j o in I I REMOVE EXIST. I SOLID BLOCKING IN THE OUTSIDE 1 NEW CRICKET v ao BASEMENT I I TWO JOIST BAYS U) WINDOW FOR P.T.2 x 6 SILL W!SEALER VERIFY ALL DETAILS AT 48' o.c. U)) ACCESS INTO I 1 - IN THE FIELD O NEW CRAWL- cr o SPACE ° � 47 - - - - uj �' EXISTING — — A CN BASEMENT T-0. NEW 8"CONCRETE FOUND. I A WALLS W/8"x 18"CONCRETE FOOTINGS TO 4 BELOW E ANCHOR BOLT DETAIL - EXISTING—STING RIDGE _ _ A EXIST. 3-2 x 8 GIRT GRADE W/2x4 KEY&(1)_ #4 HORIZONTAL BARS AT TOP &MIDDLE OF WALL 2"CLEAR SCALE: 1/2n — 1 -0n NAILING SCHEDULE I— 110 MPH EXPOSURE B WIND ZONE p JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING fr O ROOF FRAMING 0 �_ BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END co WALL FRAMING x TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS N STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES FLOOR FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAIILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER,JOIST ° BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT ROOF FRAMING PLAN TYP. ROOF CONST. FOUNDATION PLAN ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) -2 x 8 ROOF RAFTERS @ 16"O.C. RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD NOTES; -5/8"CDX PLYWOOD ROOF SHEATHING RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD 1. ALL ROOF RAFTERS TO BE 2 x 8's GABLE END WALL RAKE OR RAKE TRUSS Sd 10d 6 -2 x 10 RIDGE BOARD ) "EDGE/6"FIELD ASPHALT ROOF SHINGLES W1 STRUCTURAL OUTLOOKERs UNLESS OTHERWISE NOTED 15LB. FELT PAPER 2 x 4's @ 16"o.c. GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD 2.) USE SIMPSON H2.5A HURRICANE CLIPS -(R49)INSULATION CEILING SHEATHING-SIMPSON H 2.5A HURRICANE CLIPS GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD AT ALL RAFTERS ENDS AT ALL RAFTER ENDS 12 WALL SHEATHING: 3.) VERIFY GUTTER TYPE/LAYOUT -ICE/WATER SHIELD AT BOTTOM WOOD STRUCTURAL PANELS(PLYWOOD) 3'0' OF ROOF 5 5 STUDS SPACED UP TO 24"O.C. 8d 10d 6"EDGE/12"FIELD W/ OWNERS V NERS -WIND WASH BARRIERS 1/2"&25/32"FIBERBOARD PANELS 8d ---- 3"EDGE/6"-FIELD -ALUMINUM DRIP EDGE 1/2"GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD TOP OF PLATE 2 x 8's @ 16"o.c FLOOR SHEATHING WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD 1/2"GYP. BOARD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD' ON 1 x 3 STRAPPING @ 16"o.c. C9 NEW TYP.WALL CONST. BATH w 1.2 x 4 STUDS @ 16"o.c. ., 2. 1/2"PLYWOOD SHEATHING OPTIONAL 2 x 6 WALLS 3/4"T&G PLYWOOD 3. R20 SPRAY FOAM INSULATION W/BATT INSULATION SUBFLOOR-GLUED&NAILED 4. 1/2"GYPSUM BOARD FIRST FLOOR 5.W.C. SHINGLE SIDING SUBFLOOR F P.T.2 x 6 SILL 886 2 x 8's 16"o.c. W/SEALER 6. TYVEK VAPOR BARRIER 3-2x8GIRT L 9"BATT INSULATION(R=30) NEW 8"CONCRETE FOUND. NEW WALLS W/8"x 18"CONCRETE TO 4'0"BELOW CRAWLSPACE G ADIEW/2xx4KEY&((1) #4 HORIZONTAL BARS AT TOP &MIDDLE OF WALL 2"CLEAR @SECTION @ NEW BATH 2"CONC. SLAB W/10 MIL POLY UNDER THE ERRORSIGNEROROMIS LL BE OMISSIONS OTIFIED IF EFOUNDONY SCALE : DRAWING NO. : C O T U I T BAY DESIGN, L L C NEW ADDITION/REMODELING FOR: CONSTRUCTION.S THE BUILDING CONTRACTOR 1 11 /� THESE DRAWINGS PRIOR TO START OF A 43 B REWSTE R ROAD WILL BE RESPONSIBLE FOR THE CONTENT /�} �O /� u �/�/� (�/�(] IN THESE DRAWINGS IF CONSTRUCTION 1 V IAS 1 1 P E E 1 V 1A. 02649 ALVES RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS." DATE : f7 THESE DRAWINGS ARE SOLELY FOR THE USE PH. (5O Q) / /) �(��/�(� OF THE OWNER NOTED.ANY OTHER USE OF FAX (508 53`t9-�402 MA CONSENT DRAWINGS UNDER THE WRITTEN 5/4/201 3 A2 ` ) 4 6 BUCKSKIN PATH CENTERVILLE ARCHITECTURAL THE DESIGNER PROTECTION 1 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990.