Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0732 SCUDDER AVENUE
r j '� I i j �� r� P ._ . ' L Town of Barnstable Building PostThls=CardSo T.. aY�tIsu srb emFr mnt exStreet-.A roYed P:fails°Mustb Retametl on J:ob andthis°CardM,ust a Ke t . HARNJ't`A[iLB. ,�...;��:. . a �•fy, .S `�s3 a's?,'�r' �'� � "'9`,' a e ? - .+. "Ft y"°�y°'�`�. < � � s ky.-j,a �. Posted�Jntil Frnal Inspe�n�HasiBeen Made � f= �� ;�x� ;�,, � �,ar�-�' f ', � � ,��� Permit R _; .. FIn Ifns ectron$ as beenma:de�.. <: „ �+ Where�a�Cerifrc�fi��of�0ecupancy IsRequlred�suc Bullding shall Not�be Occupl�ed:until a ,� a p ,� �h � 3 ,�, Permit No. B-18-2970 Applicant Name: T D I REALTY GROUP INC Approvals Date Issued: 09/28/2018 Current Use: Structure Permit Type: Building-Foundation Only Expiration Date: 03/28/2019 Foundation: Location: 732 SCUDDER AVENUE, HYANNIS Map/Lot 286 019 Zoning District: RF-1 Sheathing: Owner on Record: DEVLIN, BRIAN T&JENNIFER J Contractor Name: ,..T D I REALTY GROUP INC Framing: 1 Address: 18546 SE VILLAGE CIRCLE Contractor license 155997 2 TEQUESTA,FL 33469 �x Est ProJ;ect Cost: $ 100,000.00 Chimney: Description: lift and pour new foundation P,errnit Fee: $ 135.00 Insulation: Project Review Re : Fee Paid $ 135.00 J q a 9 28 2018 Final: I ' D to / / r > o Plumbing/Gas Rough Plumbing: • � wilding Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work alit issuance. Rough Gas: All work authorized by this permit shall conform to the approved applic, is permit has been granted. All construction,alterations and changes of use of any building and strut r codes. Final Gas: This permit shall be displayed in a location clearly visible from access str � _ ) n for the entire duration of the work until the completion of the same. o t , Electrical The Certificate of Occupancy will not be issued until all applicable signati . mit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing Rough: 2.Sheathing Inspection 3,All Fireplaces must be inspected at the throat level before firest flue lir' . Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame lnspec: 5.Prior to CoveringStructural Members Frame Inspection) J L Low Voltage Rough: ( p ) �lT 6.Insulation �� 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing; Health Work shall not proceed until the Inspector has approved the various stag { Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 4 1 1 N FS u�2D19TcoaJ G! i i Town of Barnstable Building t Post;ThisCard So That�t is•,Vis�bleFrom.,the Street A,,,,rovedPlans�Mus be,Reta ed o „°,p :i enRNBt`ABL6. - i_01 .,�.§�• � :.�:',,'°s.:��� .;- � ;"y,. ,�y 3'� PI�Y � � � 1, t v�' .x .,,'�,C � '^`= z�c ��: �`2�� .._p: • MA> ,a� x.' •4. s �2 .,vomit 't:.., a. .s. T ,'t:,; "tea ::, , v. � s a stedUnt Final I H B d tb,q .- :. Perm Where�a,Gertificate.of Occu anc is Re uired,such Building shall Not berOccupied until a.Final Inspection has been made �. �r° �as ...� .p :y� �. Qu ,.d. ,� r� �°.� s;•.�,�.�:���s ,.;..:.-�:• ,���. ��.a�•� tt. ,.a �.�.��, .�...��. , ,.�nr..,�,��� Permit No. B-18-2970 Applicant Name: T D I REALTY GROUP INC Approvals Date Issued: 09/28/2018 Current Use: Structure Permit Type: Building-Foundation Only Expiration Date: 03/28/2019 Foundation: Location: 732 SCUDDER AVENUE, HYANNIS }¢ Map/Lot 286-019 Zoning District: RF-1 Sheathing: Owner on Record: DEVLIN,BRIAN T&JENNIFER J Contractor Name ' .T D I REALTY GROUP INC Framing: 1 $ Contractor License'61 155997 2 Address: 18546 SE VILLAGE CIRCLE �� g u 3 TEQUESTAJL 33469 Est Project Cost: $100,000.00 Chimney: Description: lift and pour new foundation Permit Fee: $135.00 Insulation: Fee Paid' $135.00 Project Review Req: Final: Date 9/28/2018 �E=-� um s PI bing/Ga s Rough Plumbing: r "•' Building Official Final Plumbing: 1`6 This permit shall be deemed abandoned and invalid unless the work authorized"byJfiis permit is commenced within six m6fit�hs after{issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and theRapproved construction documents fo which th is permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street orroad and shall be maintained open for puflic inspection for the entire duration of the work until the completion of the same. Electrical Ax� I The Certificate of Occupancy will not be issued until all applicable signatu�resbythe8uilding a d Fire Offi�cials�are;provided on thyis'permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing = m Q„ ' Rough: 2.Sheathing Inspection >- 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: 1 "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: - �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT � ryl./a'O xDEEs fma lilx'O Aiis enn >1Y A 1/4 8 c 3 CAP PLATE AT �______.___________� •• - - _ STEEL BEAM i wDxD.ncx _ rmr mxuE�E Cp&sF>E nM IxFsSrt.n DRIm Ir C EB mf nuniDt i mrurc". I d ianIto•1.11 {xnY�cE aEFErISwu.s Er L an�w/pgnss � - 11 rLr JJ wr BASE PLATE AT EXTERIOR FOUNDATION WALL � ^ BASE PLATE AT ' IN RIO O LNG I Oq SECII,O C4 DEfaL C3 j - �� w.cxDDrDxE ' A3 1 I D'r 1 1 sEE ryas I 1 xEurruTE SEE I T.Px.i DETaa cirsi - 1 I t sr717, DPIPE u— - 1• sreE�mE �. I I .`, L___________ ____________________� Ht.xowa DDER - .z s�xuETE:ua I °xax• r ' s.e-w ..f sfED.T.ue'�. �• na - - Paev.aED e.:�` TDPDv:aD ExT - — PaE.u:r.—AD is - b" THOMAS V.GALLIGAN,PE it 11. :PEDEu Al rxEr"aED cow. E PRIVATE DfDD xD wa D nxE °� RESIDENCE c ."xiwir iEa —Al . s.•a s.s}•z 732 SCU AVENUE ER ar.aaiE HVANNISPORT,MA � • D'��z rnwEn x.xE. SECTI,O�N B41. i Hi.olE.arE EH h 732 SCUDDER AVE IErwon sxv.Txaa IH isnp Y'i;',;;: i.ry c�xm®.•o„« -- �` FOUNDATION PLAN H—NISPORT,MA ,t Isl u�faoa� uL , � - IEixEurwH� ScuE /a I-D a 0° — AS BUILT ,..�MYao.oa X a�MaDPaD \�In fpDD.IDmTa i. a�«x�.AEI.EawafDDraD.w..0 eE .EEowDa,oEDExTmaaDE. :E�. �„�� i iraEs°we�:u.ioi `� . �,. L spEN. >. :LLwDxmsE�x sxuaw aEmnxD.xD wu:wTwuw.uviEs. xD DELI i.P,wMaca wN ve•m nxcxoa DDETs.e'a..,c'1—E"DsU— Da.wxD, YxwD��E D E, " ., a.nx, xxDPiE.x�r,wx�.xDIT. orPI.TE. E.T. yaw. 07.24.19 DasP..JIY -: Ta mar u an.u«M.x wx. =xMcxmE TPawaTDwDaxD a"D rDx. WAT'fl 1 e - Rl Ps xoaiz.CDxr. Da.wam° uL w TDx o.°`I wDxD.nDxH x rol p7�II n.uEraf ° a SECTIOP_N A4 _ .N SECTION � • P.dEmxD.eu. , A3 w„m®.moo .,.G... A3 $ es. � ..sn�G. IemsP,s ro e IEla5t:n 3 I� _ DETAIL 63 Itilr J . - - lanxevr Ib:wB I _ \ Is—, Aa TWOMAS V.GALLIGAN,PE »� PRIVATE I8=8P. RESIDENCE .8 axaPT N T 732 SCUOCER AVENUE FIRST FLOOR FRAMING PLAN HVANNISPDRT,MA SEDIIDN sysc 1/s• Id P.ascr...�. r_,.d B3 732 SCUDDER AVE wG... -- .Pe.aro�r.,a�.88,•Te.w,,,. 8 Pe. E ..�88 I HVANNISPORT,MA us/e,nrns ..TGT�.. �` woeeasarrm.M.u�..l ....�•,....aw-EE.,,«n.. AS BUILT e,...UProxT1..sov,1111 ` a,—.w,l.:....Tw.as 1. PP—.1 w..o lon u.Gens..u..ve eo...,. m.xeaousw/ r �f ' • ��(.._, I „� � .auTss.s..,nasTro..PGT..Ps.s.,oP Apa 8ro..8 P.E<. . • a' reo.s s. s,,.ore,. .,.P.ryro.P..wo..w,,.....s rn...•.,r..�ss 07.24.19 § 9 - n .s .o�uTE11111111 Tie.Ac,.11 IPIu,os,,.s _ —G..,,E_ (E)FIRST FLOOR FRAMING PLAN D 51L A4 DETAIdL A3 ' r g Z ; ll atlonNumbs[ �' ^...� .... .............. • BA81V61'i,BI�. * i ................. * F� ,� Pe=it ee. .. . .. . Othrr Fee.. . 163 cTotal Fee Paid. .................................................................. `r a ; l� TOWN OF BARNSTABLE Permit Approval by...�!........................o1.... ��.. ......_ BUILDING PERMIT , 1V... .....:.............. am&.... a ...................... .... APPLICATION Section 1 — Owner's Information and Project Location Project Address "7 3 S C C�l f}V Village Owners Name_ ,��dl✓., r,... g�' . Owners Legal Address r City State I zip 33 `f'6 Owners Cell# Aj J pa�• � go (3(A roa k 6z tr-" Section 2—Use of Stractare Use Group /D ❑ Commercial Structure over 35,000 cubic feet" ___ ❑ Commercial Structure under 35,000 cubic feet ® Single/Two Family Dwelling Section 3 Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify�y Section 4 Work Description T sct imds�d:119t2018 - - i Application Number..................................:................. Section 5—Detail Cost of Proposed Construction r 00, D®C� Square Footage of Project 3 Age of Structure ' �� Dig Safe Number Z S0 70 Z # Of Bedrooms Existing 3� Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist WFCM Checklist ❑ Design Section 6—Project Specifics y ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing 0 Gas ❑ Fire Suppression s ❑ Hewing System ❑ Masonry Chimney ❑Add/relocate bedroom j Water Supply - 1 Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility. r n.S, I am using a crane ❑ Yes ❑ No Section 7-Flood Zone 3 Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No '� s , , Section 8—Zoning Information s Zoning District a— Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last-mamma Mrzois EVERS" eURCE W Stagon Drive Westwoodd,, Massachusetts 02090 ENERGY September 28, 2018 Andrew Alexander Garthwaite 18546 SE Village Circle Tequesta FL 33469 RE: 732 Scudder Ave, Hyannisport MA 02647 Dear Mr. Garthwaite: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 09/28/18, the electric service to 732 Scudder Ave, Hyannisport MA 02647,.has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, W&Ttu s� Martin Sullivan Electric Services Support Center aYrt� Department of Public Works. 47 oia Yarmouth Rd. P.O.Box 326 Water Supply Division Hyannis,nna. M 02601-0326 w 1iAi�I�ST1tHi�, ndASS " TEL:508-77S-0063 Hyannis Water System Operations PAX:"508-790-1313 Ep Mp^t September 20, 2018 Town of Barnstable Building Inspector Town Hall Hyannis,MA 02601 .RE: 602670—732 Scudder Avenue Dear Sir: Please be advised that the above water service was shut off at the curb stop and the meter was removed on 9/18/18. The contractor is installing raising the foundation to install a new one. If there are any questions,please call me at#508-775-0063 —extension 351`5. Sincerely, J o S ck storner Service Clerk Hyannis Water System Invoice No. HWS-518499E P.O. Box 326 Hyannis, Massachusetts 02601-0326 (508) 775-0063 fax(508) 790-13i3 IAfW ICE ; Customer - Name Tate Isenstad Date 9/20/2018 Address P.O. Box 796 Acct. No. 602670 City HyannisporE State MA ZIP.02647-0796_ Service:No. 518 Phone FOB Q Description Unit Price TOTAL 732 SCUDDER AVENUE 1' Permit-turned off at curb stop and removed meter $101.44 $101.44 Non-Taxable Total SubTotal , $101.44 Non-Taxable Total $0.00. Taxes MA TOTAL $101.44 I nationalgrid ps- September 24, 2018 Tate isenstadt 732 Scudder Ave' Hyannis, MA 02601 _. To Whom:It May Concern: RE 132.Scudder Ave, Hyannis, MA 02601 This letter is to confirm that there:is no live us'service to the'above property. :. I can be reached directly at 508-760-7439 should there be any further questions: Sincerely, Ellen:Whelan _ Gas.Connections Re p National Grid 127 Whites Path: pi S.Yarmouth, MA 02664 (T) 508-760-7439 nationalgInd' September24, 201.8 Tate Isenstadt 732 Scudder Ave , Hyannis,MA 02601 To Whom It May Concern: RE: 732 Scudder Ave, Hyannis, MA 02601 This letter is to confirm 'that there is no live gas service to the above property. I can be reached directly at 508-760-7439 should there be any:further questions. Sincerely, Ellen Whelan Gas Connections Rep National Grid 127 Whites Path S. Yarmouth, MA 02664 (T)508-760-7439 r _ TDIRE-1 ACORO� CERTIFICATE OF LIABILITY INSURANCE DATE8/20 0118' os✓24/201 s 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 endorsements. PRODUCER 508-771-1632 CONTACT NAMEO SG&D Insurance Agencies,LLC PHONE 508-TT,1-1$32 FAX " 540 Main Street,Suite 9 A/C,No,Fx : A/C,No): Hyannis,MA 02601 E-MAIL r ADDRESSa , t INSURERS AFFORDING COVERAGE 'NAIC a INSURER A:Western World Insurance Co INSURED TDI Realty Group Inc. - INSURER B,Guard Insurance Group 42390 P O Box 796 , Hyannisport,MA 02647 INSURER C INSURER D: INSURER E[s, INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED.ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT"OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL UBR POLICY NUMBER ., POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY s EACH OCCURRENCE $ 11000,000 CLAIMS-MADE X❑ occuR DAMAGE SO,000 REMO occurrence) $ a MED EXP(Any oneperson) $ S,OQQ PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑ PRO- a LOC 1,000,000 JECT PRODUCTS OTHER: " AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT .i a tl $ ANY AUTO BODILY INJURY'Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS t BODILY INJURY Per accident $ e HIRED NON-OWNED PROPERTY DAMAGE r. AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE` $ ` EXCESS UAB CLAIMS-MADE r AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION �( PER OTH- - AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N R2WC874861 09/18/2017 09/18/2018 100,000 OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $. (Mandatory in NH) s E.L.DISEASE-EA EMPLOYE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E:L'.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may he attached H more space is required) " CERTIFICATE HOLDER - CANCELLATION TOWNBAR SHOULD ANY,OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable - THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Barnstable Health Department ` Barbara Sullivan 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis,MA 02601 ACORD 25(2016t03) - E • . ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Or anization/Individual): 4 to o Address: Oar— City/State/Zip: Phone#: ®8-ps .� Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a er w employer with 4. I am a general contractor and I p Y 6. gZemod 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. eling ship and have no employees These sub-contractors have g• ❑Demolition workingfor me in an capacity. employees and have workers' Y aP tY• 9. ❑Building addition [No workers' comp.insurance comp.insurance I required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no 13.0 3 ❑ � employees. [No workers comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins3qce coverage verification: I do hereby certify under t a' nalties of perjury that the information provided abo is ue and correct Si mature: Date: Phone#: Offu ial use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any. applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-mork until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for fimare permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877 MMSAFE Fax#617-727-7749 Revised 4-24-07 www,mass.gov/dia , Massachusetts Department of Public Safety afety Board of Building Regulations and Standards License: CS-098149 Construction Supervisor TATE D ISENSTADT a it PO BOX 796 + Ah x HYANNIS PORT MA 02647 t TIf C Expiration: ommissioner 03/24/2019 Tra coedOffice of Consumer Affairs& lationHOME IMPROVEMENTRRegistration valid for individual use only TYPE:Corp before the expiration date. If found return to: Registration Ex irat;on Office of onsumer Affairs and Bustriass Regulation 155997 _ 05/28/2b19 10 Fark 1 a-Suite 5170 TD.�l,fiEALTY(3ROUP INC —' Bos 116 `. 2 I, F " cTATE ISENSTADT'r ! n1 s b5 LAKE AVE. _ a` HYANNIS PORT,,MA.02647 � NO$V811d WI$hOU$Sif'I18$Ur Und rsertary� } s * , 4 Application Number............................... a ...... ... Section-9--Construction Supervisor 2'° 0^ Name ] c�- © , �Sc r S ` Tel ° 2 hone Number S Address 'F—o q3 o y, City t P, CAtate re-� Tip 2-G q License Number 1 License Type C Expiration Date Connectors Email 91�-}c v_ e4-o • C •" Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts dung Code.I understand the construction inspection procedures,specific ecdons and ` doccmmentation required CMR and the Town of Bamstable.Attach a copy of your license. Signature Date . f E: Section-10—Home Improvement Contractor Name �'I'eleplione Number • � -9i 2 2 Address �a X _7 City lk W t- t S pa State _Zip C7 Z-(g L/7 Registration Number S' % 7 Expiration Date 2 l 4` I understand my responslili ties under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts S ding Code-,.I understand the construction inspection procedures,specific inspections and docmnentatim required by and the Town of Bamstable.Attach a copy of yourr EUC... } Signature Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the cons rmcdon inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. G. Signature Date YPLICANT SIGNATURE Signature Date 7 Print Name a fie- �Se S Telephone Number E-mail permit to: I Section 12—Department Sign-Offs Health Department © Zoning Board(if required) ❑ y Historic District ❑ Site Plan Review Cif required ❑ Fire Department ❑ Conservation t For commercial work,please take your plans directly to the fire deparftent for approval i Section 13—Owner's Authorization L 4 Y , '� as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: dress ofjob) ' AX_ a&_� Si a of Own lei er date rt�✓ ��1 k we r � i Print Name a JJi i j j 1 1 1 Last uDdated:2J92018 Town of Barnstable ' z � a g PostThi Card So That rt ts::Uis,ble F or m the Street }A ',roved PI"ans Must be Retained on.J,ob and this Card Must be +' FdARSiBR'AfSL& • # ,^z::. x <i R��°: £ € pp .. d €'. " Permit^ Posted�Until Finallrs ection Has , +° Where a'Cert�ficate;of O'1639. ccupancy;is Required;such�Buildmgshall Not be.®ccupied until a Final Inspectionhas:,been,made ��_ .,�, ,; ems .. ti, P �::� --g�. , H : ... -• .. �. Permit No. B-19-21 Applicant Name: TATE D ISENSTADT Approvals Date issued: 01/23/2019 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2019 Foundation: Residential Map/Lot 286-019 Zoning District: RF-1 Sheathing: Location: 732 SCUDDER AVENUE, HYANNIS Contractor Narnec T D I REALTY GROUP INC Framing: /0 c4 Owner on Record: GARTHWAITE,ANDREW ALEXANDER Contractor license: 155997 2 Address: 18546 SE VILLAGE CIRCLE Est Project Cost: $ 150,000.00 Chimney: TEQUESTA, FL 33469 % Permit Fee: $815.00 It( er a Description: INTERIOR NEW STAIRS NEW FIREPLACE NEW BATHROOM KITCHEN Insulation: y�jt�t . Fee Paid F $815.00 HEATING A/C UPGRADING SMOKES Final: Date 4 1/23/2019 Project Review Req: - i Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: jA ?ar ° Rough Gas: ,�, .d.. This permit shall be deemed abandoned and invalid unless the work authonzedbyAEYy,,;,this permit is commenced within siz months after:issuance. Final Gas: All work authorized by this permit shall conform to the approved application an'd the approved construction documenfs"fo�whlchthis permit has been granted. All construction,alterations and changes of use of any building and structures,shall be in compliance with the local zonm—by laws and codes. This permit shall be displayed in a location clearly visible from access street .road and shall be roamtained operrfor public inspection for the entire duration of the Electrical or work until the completion of the same. ; Service: g The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are:prov�ded on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work:;" 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "'Persons contra th unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Application Number... .................................... Permit Fl.qf IR ..................Other Fee........................ Fo s6y AID Total Fee Paid.....f. . ......... TOWN OF BARNSTABLE. PermitApproval by.................................On.......44' BUILDING PERMIT mv....2S�o................Parcel......0.1.9....................... APPLICATION Section 1 — Owner's Information and Project Location Project Address Village Owners Name. Owners Legal Address City State zip Owners Cell# E-mail Section 2 —:Use df-Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family'Dwelling Section 3 —Type of Permit F-1 New Construction ❑ Move/Relocate E] Accessory Structure ❑ Change of use ❑ Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild E❑-1 Deck Apartment Sprinkler System ❑ Addition ❑ Retaining wall Fj Solar Renovation ❑ Pool El Insulation Other—Specify, Section 4 - Work Description 121ACe�- k.e_u) t?-t�h vt> ra ,e 11/15/2018 Last updated. i Application Number.................................................... Section 5—Detail fl� Cost of Proposed Construction � Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing- Total#Of Bedrooms (proposed) 110 MPH Wind Zone_Compliance Method E] MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics - 11 Wiring ❑ Oil Tank Storage Smoke Detectors ful 1 Plumbing ❑ Gas ❑ Fire Suppression HeatingSystem y Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information j Zoning District Proposed ed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage - # of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required` Proposed ! Side Yard Required Proposed ' Has this property had relief from the Zoning Board in the past? Yes ❑ No Last updated: 11/15/2018 The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www massgov/dia ' I Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers APPIicant Information i Please Print Legibly Name(Business/or ization/Individual): Address: ~ City/State/Zip: Phone#: Are on an employer?C eckthe appropriat Type of project(required): 1.Are am a employer with- 4 a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 New construction, 2.K] I am a sole proprietor or partner- listed on the attached sheet. 7. �]Remodeling ship and have no employees These sub-contractors have g; El Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp•insurance.: required.] . 5. ❑ We are a corporation and its 10.❑Electrical repair's or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL, 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.) `Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.- t Homeowner;who submit this affidavit indicating they are doing all work and then hire outside contractors mast submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractor;and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for in394coverage verification. I do hereby certify under andpenalties ofperjury that the information provided ajoloep true and correct Si ature: Date: t 3 Phone#: 2-- orb - Official use only. Do not write in this area,to be completed by city or town oj)MaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person iii the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because*of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license oipermit to operate a business or to construct buildings in the commonwealth for any " applicant who has not produced acre table evidence of compliance with the insurance coverage required. PP P P P Additional) MGL chapter 152, 25C states"Neither the commonwealth nor any of its political subdivisions shall Y, �P § (� 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" ,r Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a oli is ed. Be advised that this affidavit may be submitted to the Department of Industrial policy required. n a Accidents for confirmation of insurance coverage. Also be sore 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 Accidents. Should you have an questions regarding the law or if you are ' ed to obtain a workers' Industrial A Y ram' Y Y� bin g compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for fuhure permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidesits Office of Investigations 600 Washington Street Boston,MA 02111 - Tel.#617-727-4900 ext 406 or 1-877-MASSAM Fax#617-727-7749 Revised 4-24-07 www.mass.gov/dia --�� TDIRE-1 ACORO� CERTIFICATE OF LIABILITY INSURANCE DATE / `--^� 01/1010/2019Y) 019 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 endorsements. PRODUCER 508.771-1632 NQMEACT Kathy Geddes SG&D Insurance Agencies,LLC PHONE 508-771-1632 FAX 540 Main Street,Suite 9 (A/C,No,Ext): (A/C,No): Hyannis,MA 02601 E-MAILo INSURERS AFFORDING COVERAGE NAIC# INSURER A:Western World Insurance Co INSURED TDI Realty Group Inc. INSURERS:Guard Insurance Group 42390 P 0 Box 796 Hyannisport,MA 02647 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR MMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR NPPIS03990 01/16/2019 01/16/2020 PREMIDAMA ES occurrence) cc rr $ 50,000 MED EXP(Any oneperson) 5,000 PERSONAL&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ]POLICY iPER& LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT r�Ld $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTO BODILY INJURY Per accident $ AURTOS ONLY AUUTOS ONLY Per accRd nl AMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _�4EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ B AND EMPLOYERS'LIAB ILITY X PERUTE OTH- YIN CERT WILL COME FROM CO 09/18/2018 09/18/2019 100,000 ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ 1 E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) WITHIN 5 DAYS E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE DE CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION ATE THEREOF, Will Donnelan ACCORDANCE WITH THE POLICY PROVISIONS.NOTICE WILL BE DELIVERED IN Clubhouse Drive Hingham,MA AUTHORIZED REPRESENTATNE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Application Number........................................... Section 9= Construction Supervisor Name � �- /§c--S' _ Telephone Number y Z2 Z)9'0 J Address City #1)(Pi- 1,5 � Sr fate l4— Zip License Number( License Type xP iration Date / Contractors Email y�j"��f'� / Q l ` C 0 i"' Cell# �0 L �55� I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts St5ato Building Code. I understand the construction inspection procedures,specific inspections and documentation required 0 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Ili t. Section 10—Home Improvement Contractor per. 4 Name 7 � ,e � �?0 �yw'_Telephone Number = Address City State Zip Registration Number /.559"j 7 Expiration Date w` I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts S Building Code. I understand the construction inspection procedures,specific inspections and i documentation required 80 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date I 17 Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number t I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and - documentation required by 780 CMR and the Town of Barnstable. - Signature� Date IC T SIGNATURE 6' Signature Date / VAf Print Name Telephone Number ��� 22 E-mail permit to: -S '^� �Qd�- G 6i�— Last updated: 11/152018 I Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization I, _ as Owner of the subject property hereby authorize _ ,�t%. L� I b to act on my behalf, in all matters relativ to work authorized by this building permit application for: .I (Address of job) f lgnature of Owner date .4f, A Print Name 4 4 0.e4 ♦1 ,� r�. ± ,{w `"` Mf d' r -, -'F'`` a,ey„t•'r.ate • . •*r N i f, Last updated 11/15/2018 F. W. KELLEY PLUMBING & HEATING w.'y FRANK KELLEY FWLYY@COMCAST.NET HARWICH MA. 02645 508-54B-4445 i �.: Commonwealth of Massachusetts // Sheet Metal Permit Ma-p C Parcel Date: �' �— ( � Permit Estimated Job Cost: $ jam.Do c� Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# Applicant License# lQ 2 Business Information: Property Owner/Job Location Information: ------------ Name: ��'t . � Name: 4 jc aee., �; �.FQ✓ Street: O W �� Street: `�3-�- .,r c k'_'f City/Town.: 1� City/Town: y'� v�5f l Telephond: ���' A � Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO Sfaff Initial J-1/M-1-unrestricted licens J-2/.M-2-restricted to dwellings, 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family y Multi-family Condo I Townhouses Other- Commercial: Office Retail Industrial 'Educational Fire Dept.Approval Institutional. Other Square Footage: under 10,000 s .ft. " over 10,000 sq. ft. Number of Stories: q g q , Sheet metal work to completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System y T Metal Chimney%Vents Air Balancing ` Provide detailed description of work to be done: CO- Ft r r 7:' E COVERAGE:rent liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch.112 . Yes No ❑ If you have checked y(n, indicate the t coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity Bond ❑., OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application yvaiXes this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box[],1 hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all,sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments F . Final Inspection Date Co--dents Type of 'tense: By Master y Title ❑Master-Restricted Cityrrown ❑Journeyperson Sig4Lic Permit ❑Journeyperson-Restricted License Number Fee$ Check at www.mass:govldpl - Email: '. Inspector Signature of Permit Approval The C0MM=vwhh 4MaT-,Zq&=e&S e a ' garns� 600 Washia on met Bmtoa,MA OM MvMMaMgvPArw Wax-kers' Compens�ixn.I rsuxmcaAffidavi :B11RAe7JCbntmchmsfL ecbicLg sT-Ia "beers _ mi131ftirmatART1 PIMSeFXin$ Ar;e e3mpLryer?Check the appropriate b= ' Type of project(roquired): 4 ❑I mn a ge l catmctor and I L I am a employzs�rstfi 6. N'� oansf�a ' employees{fall a�adfar part-timed* have lvrerl tlCe su'6-comkeat-�xs ' listed an the shed sheep 7. D I am a sole proprietor orpadaer- These snb-ccnl adms!save 8.,❑Demolifffla sip and lsazrs no employees. employees -' adhave wo6mr waddn; far me M MT capacity. SU.a 1 9. ❑BuiS�addifioa JNo wodz&comp-iw�e c m � 10-0 Electrical repairs rec€aizedj ar a,d�ns $- Wearea-r�parZwa.aadits 3.❑ I li bameo��er Bourg all ar3c officers have,emff=ed thew1L[�IBmhmgrepaim ar gdmtians of enu per MQ. 12- Roofrep � dis Myself[No'�arS�cs'�F_ 1 azldwehaTve� - ,rnee rexl�u 11 [.To ems' 13.❑fltuer comp-iaSmM Fce T%zi Al •,gay appF,�rast cher3S b=�l mvt aka$Iloott3ae sec��he7ew sosaag�e"ssaa�cec�®etc=po Fi °� T n �submi fis 9fn8aeu`iacfirsti &eyzmd�ng zuwca sgdtH MMM aubec— sacT3- �Cantrs=�s-a�cbec'Sc�s b�u mast s�e�sa sddilvmsl sheer sh�gt3en.-mg of the su�rca�sdc�s�d stye �mt4�se e�it�sb�e e��vyees.Tft}� tn3�ushacea�I �,aey�F M ide*�!u uad�--p-paHUm-b— T am QA srn�ia r fTitr#is pram 3irrg ivori err'cau pe srzti�rM i�zmraura for }'amPj°pees $elnav is fTispaticy arui jaTa si a fn,�orma(inn. 11 \\ . �1 Q•l.r,y2� �V�jC��t C ti �� 1Rc�u,P ' = Ivsuzan¢e CampaagName: - Po-licy ti'L ar J obi �dde v�_ �• �D S a9 '1 t U1 $ f7 nD = l 1 �'c� �7 7 CJ• � y Cc[glS'#afe� xg: vomit S( . . Bch a Copy of the tsvrhers'compensafioapQErT&C raffia a page(shoozvnrg the poRcy number and empsz'hon Fate). Failure to secure coverage as rrg6rednudei'Section 25A of M(H C`15—Can lead to ttie imposifion of criminal peu ties of a fine up to$1 4 tfa aadfor ane-}�earimprisohme as 1 as ci .pe s in the form:of a SWOP WORK ORDER avd a Ene, of MPto$2f0_€a a clay agar ffie viiol2dar- Fie advised drat a copy of this staftmed nmy.be fosrrrded•to the Office of lavestrga#ions•of the DIAL for h3sm nCe cevemge vedSo6mm I rJa Fa erR�ry c tks aG}�prss e.f that-Ag act cored W Date: -. ofi7 cid Asa arrr£y. Da not"wRg in fla5.axe2,tra be-campTeW by catp a� ern n7 City or T'aww Fer iterssa j Board ofB:e f�y.l uffiym��nc s.CAyffovm CIerk 4.X1�cA.r p r s.P r F 6.M-e . C'o�+zt Person:' Fh�ng#- 6 1 11 1 1 1 1 1 1 11 ►J_ •.: .u■■.�[i - \ter. ■a■lY �■m - _1 .+nn ••�R n u •- ■- -••■a.R lnuu:+\ .n m ur "e■ l :�uu ••- - 'u .Cnl u u rr rm.c _u �.+. . • Im�• -• ■.�R■• of i{" • aI■u:• In• _n .•ne .r . m - ..�•r�,� • u■u -■ \r. \r ••now . ■ �.u •j •- m�■ .n u n• n■: •.■ a wR■■■■ _r.•ti.•IYd■o■ ..1 ■• _e■.■ • •u a -_ .{m!• u ar• ••■ ■1 u n - • ■{- N -•■u• �+\_l:•�• n •ut uu■u u•1:- _u■ n. a nn: t{" -_ n :�.�alr_■•a. ■ •� :c �• c.+nu ■•.• u u •r • 1 ■ ■�- • al at[[ ONE. ■-I■■■.•IR■■n .■.Z•.eY./■..■ ■1 •�■w -. if1■n wu.• ••!■_ .gun /` i• • i!" ■`•r� ■ ■• I■.• l■a [.•l■• !• n/1 +■.11 ■a1 � J■:r t■I�•Il J■/ ■• Y■- �■� �r■\ •1 ■■ ■ .In=a11 ■ 11- .• I is ■•/ • n■ 1a [■ :uu •• 1.wm a ■■ 1■.nn[c■.u. ■n•1■ / ■■■ a ■.n ■■. m n I ■• 6u: ■.■w • •n u •u■• u •u ■u• .r■■n c:n.m u u ■.1 ■! . .■ • ■ .• auu ■•u au ■ ■►au�a ■. ■ n gun • J� ■.n■ter . ■ ru:. u J - - r�r ■ _■•r_ ■Yu_ a a_1 -� u ■. ■ i■ ti. .0 - ■ -■ -- ■ . �. - ■ •- u[ a ■■- .[r _ Iuau� ■ u •/ ■ Ir •n ■ u_ a r■ - .•an■.■ it ■ -■ ' ■ ■ r ■ 1 ■ ■ - ■• ■ ■r r �{ -r -■✓ ■ - a-.r- ■ Ira ■ . .r- to ■•- a ■■ ■ - ■ -\ ■ ■ �• ■•n m. 1 ►J f:� 1.0 a.K ca r.t. m.� n «.rune m•• to ■• a■• ■■ •1 u a< ■■•r v w ■. :![r u ■ J■' .■r1 « w n •�•1•ut.0 r • ■!■ •••1■. um .r.�■r■ - •w■ - ■ •nu•Ja n\ U- u /l J■ "• ■{I xu�nR ■ ■■ !:u fN ■. •�aa ■r:.:In■i! n it' •R■F«U■ .1•IO\■1 Ul •as to ••\■.•rR •rnn:�[ .n•I ■■/. 1 ■nn ■- ■ !■ .•1■' ■- ■• •■_! .r•• 1• •.11 YI■■_I■II[ -■\• ■ ■ .■ ■u■ ■■ rn■n _M11419 ■.m _■•1 :. - -u a ••■■ nuu• ■•_ ••Iu u 1 unr_n� • ■ u .0 u■O■ • .■ f \.un.w w • 7/ul■-a .■ l •_■ a iYR un 1Il ■• -.■■la ■• w •■■ a.a !■ u�In■a • ■-\ a .■ - ■• �•■n�• u .•:n ••\.Aww •auu:�•w■rn a■ a _u - r\ ■r • ■■- ■, _ JtO • •- .■ �•■n �■ i" .■ A"■ i.:■ .■6 •■■_ t u. •- /•4nIt1�■ a r[' ��■.1 u!�.1 ■ /u{ [■. ■�/t< .• • r[•a1t•.Il.1■ ■ 1■ •n:■!r' ■••- _- ■ •- n ■1 �' ■ .■■• ■1 ■' JI- _/■.n ■ ■' - •.• •1 ■• ■ •- -■.t■.i. ■• ■ �•r 7■. n- .1 •r -■ 1 ■" ■ ■t■l/ • me - ■-to� ■\wY■i� .• l! �-■J n l ■ au. ■■ !.1 ✓. R L.l ■ ■t l:7 •11' ■of minis _.n■1■• t[- •I . •■• .1 �\•n w\ t■ ••Y.•I. •••r/.f•IR ono�■ n■ ■■1 ■ !:1 u �■.1 m ru _ n- nnu.w !�• ■ •• - u u�■ ruuu Ju ■•1 • �[ u-[ u urn - fu lnue■r m u- .0■ •vu.u- u- ■ n .■.1 u" _li.W.M. t rosin r :u• •wn�a �_�■ �■ �■.1 m.u l. n .- ■�a •. J ME ■•m.0 • .■" •[i■■_ •! • •t a ill ■n n u- -r u" �i■. • 7 ■-.um {, a tour. ■■ -_.. .u_ ■! .u■ rua • ■ u 7 Is Be •am t :■ nm!•r ••n 1 1 • \L�1 .� �• nun•. ■ _■uu•■ :u .0• n ■../ n■■ ■■f■ / ■1 1 In■ ■�■O■ i1[ d■■ r:n•rl 1/ Ja• _J•il! •�1 ■wi■ •■ •n!1 1 •■ +■•.• 1 1a. r:■u_ ■1■ as • l■ •■O. l■1 1. 1.■ .r■■ ■.a■w •■ ltt- wY. ■ d•• !:■■ ■• \ •'.1■- •'I •.: 1r w/ •••■ •■• • .■- +■■ •1 .{.a ■. •w+1 ••r Y•1• r.11ln�'■ ■1 ■•.1■. �•• •• n •11 1i ■■• {• ■- ■ •• ■ . 1\ t■" _u. ru n ■■ u.! [ .o■.•t I■ it n nuu - r�w 1■. a ru■ 1 i■•.• 1 ■u ■- 11 w• ■u .■ -_■ tt■�1 - ■■1l ■•'1�' •1 MIr /N■ ■I Y.■!■■1{ r.t■� •1 •:�■■■1 {• ■w■ n .1•• \■ ■\w • r■■•1t■� ■• •:f\1.a1 ' - ■•• !M■ - • ■�■1a 1 1■ \■1■[ w■ / \SIR.r{ � w•■r1 .r [/ r■11■t■ -■- ■n ■■■ ■- +■ - ■ { • ■•.n■I■ ••\■ ■ n n.■■ •■ l! _■•.rl r • •!■ w\••il•:1.•■ .1■■ 1•■ ■ ••■ ■ • as• ■■w■•I• • - - a s ■■ ■w11r.1 1• ja ■w . .:1 's• IQ • ! ••••„ •r. •-• • •.r �THE, Town of Barnstable Building Department Services �► . ' Brian Florence, CBO xeas. s639• .�� Building Commissioner en ram'' 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 50 8-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby,authorize ` �w- / to act on my behalf; in all matters relative to work authorized by this building permit application for (Address of Job) **Pool f s and alarms are the responsibility of the applicant Pools ar o be filled or utilized b r-e fence is installed and all final ns are e and accepted. of Owner . Signature of Applicant E L Print acne .Print Name --7 Date Q:FORMS:oWNEUERMISSIONPooLS Rev:08/16/17 . . Town of Barnstable Building Department Services Brian Florence, CBO o Building Commissioner 200 Main Street, Hyannis,MA 02601 f RKENS-4,13 , s x,►ae www.town.barnstable.maus 1639. Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION f d Please Print DATE: JOB LOCATION: 'Z 3 sc"i cte-/- number strxt. village "HOMEOWNER": name home phone# work pbone# CURRENT MAILING ADDRESS: c4hown" state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFMIION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,,attached or detached stractmes accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Bmlding Official on a form. acceptable to c Bpi' Lffildial, h he/she sL31i be responsible for all such work pe fanned under the buuaingperait. (Section 109.1.1) The undersigned`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned`homeowner"certifies that he/she understands the Town of Bamstable Building Department minimum inspection procedures-andregnirements-and that he/she will comply with said procedures and requirements. Sign atoie of Homeowner Approval of Building Official Mote: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Budding Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.L1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Alany homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often . results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFMESTORMS\buiildingpermitfr)rms\E eRESS.doe 08/16/17 , ,'' 021 1��5 � +� ' .���'' Wei �l t,p 7 0 e ��.�I I-'•-�'�t��!I��I,.�III e Illy. • �\��� ,:' n ���if ti� i�ll � S UD 07I0611a7a Rev aN m 6 �M o�� ��a C1 , 'GOIVIMON,'$ EALTH�O'MA��ACHUSE. � S. • • • • • TA„ e � 5E EIALWOFkERS # rN x ISSUES THE FIOLLOWING LICENSE 0 y MASTER UNRESTRICTaED� Aar FRANKLINW -J. 3 s y 4 t # aa F 24 FREDE IEKSBURG HARINIGI It MA ,02645 2134 y } x t z • S • h Town of Barnstable - Historic Preservation Division Barnstable Historical Commission snxxsrnB , ; 200 Main Street, Hyannis, Massachusetts 02601 ,. r� ' (508) 862-4786 Fax (508) 862-4725 W RFD Mph A rn 1S3 July 23, 2003 James and Monica Shayrw. 32 Lovers Lane Southboro, MA 01772 CD CD Reference: 732 Scudder Avenue, Hyannisport Lcli = t Dear Mr. and Mrs. Shay: At the Barnstable Historical Commission meeting of May 20, 2003, your project of kd'r`ng. onto/altering the historic building at 732 Scudder Avenue, Hyannisport was reviewed. The Barnstable Historical Commission, in accordance with the General Ordinance, Article XLIX— Protection of Historic Properties, has determined that although the house qualifies as being older than 75 years it does not qualify under criteria established in Section c as a "Demolition" and therefore the proposed addition may proceed. In accordance with the Ordinance, this will serve to notify you that the Barnstable Historical Commission has no further concern for the addition and you may proceed to seek a building permit from the Building Commissioner. Respectfully: Thomas A. Broadrick, AICP Director of Planning, Zoning, and Historic Preservation cc: Thomas Perry,Building Commissioner Barnstable Historical Commission w 09/01/2004 14:03. 5087905403 NUTTER MCCLENNEN FIS PAGE 02 • Sk 11770 P0238 0117702 03 SEP-3 PM 3--•06 10-48-2003 ® 01 a 33P BARNSTAB TOWN CLERK Town of Ds mauble Zoning Board of Appeals Dutdon and Node* Appeal 2003.109-Shay Special Permit—Section 4.4.3(2)Nbn-Conkmat M BuMng or Sttitctums Used as.a Sin* or Two Pantily Residence mpmW=of a m4aft mleS staBtaf=My d"Ibmg furter ift add4f ed sdhmkL sawu.r I (iromhd wltti coadjtiaYs Petidesen JrmMt and Modes Shay lirt O*Ad&VM 732 Scudder ATM^HypmroeM Zvollleteelr Me Petcd 19 zonimSDigr*AP—AgWfoPw aftOverkyl>aft Relief Raques;W&Background: The 1ocw is lows at the corner of Scudder Avenue mod Park Place in Hy mmisport and is conunoaly addressed 732 Scudder Avenge. Mo lot ie developed wth a two-story,three bedroom single bmdydweMn of apprn®ately 1,518 square feet of living area,which vas eonMucW in 18". The dwelling is served bytown wnser and a p&m septic stem. The lotto is situated vvhbk the Hy mmbport Register Hrow&District but is not a listed or cortribiin property. Mm dwelling is non4wdosmiag as to the curmm minknum lot size requiteaoents atui setback requitemem. 7%e opphcaaat are pwmkg to odd approzitm ly493 square feet to the existing dweEng, In patticol w,the �propose to roun&off the southeasm*corner of the ematiAg fscmt Cb to r�uea I as� gone detail In addition,the applicatms propose additions to the around r and a small,W-story.un6vished attic. Mm appkants also propose construction of a now habitable widovi/s walk Pnoeedwatl aid Hemmg&M mur 'This appeal was Q4 at the Town Qe&s office and at the Office of the Zod g Board of Appeals on July 1,2=. A public bearing before the Zoning Board of Appeals was duly a3vetdW and notme was sem to all abutters in accordant:e with Massachusetts General Taws chapter 40A. The heating was opened on Aurguust 6,2003 at which tim the Board was constituted and testimonywas presented by the aMEcants'attomey. AttomeyPatrkkhC Butler repmetud the applk ms. In ad&dw jar Shay,one of the applicants,was is atmndanoe a<weA as AttorneyEliza Coot W Mar pmwi=d the plans to the Board and:hosed the proposed nebwvaaons man*arehitecmW model showing the etas' dweliiog and the dwolhog with the proposed additions.. M.Butler also explained that the applica tat4 bad nwt with 16 Of due abutteas vo r+cvteW the pnnpoeed dragger. In particular,A Bu dtr indicated that he personally met*ith the immediate abutting neighbor, Met.Cotntu ,and to U&of that we' the had to elitnium the o dnAv proposed sect d story deck In additio 16 Bv�mitted suiwmd conditions to the Board th. would address all of Ms.ConwWs concems. 0 09/01/2004 14:03 5087.905403 NUTTER MCCLENNEN FIS PAGE 03 r i Bk 17770 Pg 239 #117702 In addition,Mr.Butler cwWned to the Board that,although shovar on the ourchuaecnuat pions origiaalll►W m red with the petitions.die applicants were no logger pwpxmg the ponion of the Second floortbat exoeaded over the existing stainnyon the SM&6orryside of the dwar, Mr.Butler also eapWWd tbst the onlypor don of the additions that would be outside of the erastiog stl,rz =,$footprint was that small inem n associated with the swereation of the front porch An hinwic lsoto ard Mh of the dwellin was sho shown to the Bo In addition,Mr.Butkr egWwd that the the applicants reviewed the )pond additions with the Boostable 1 Commission and 6e Ce�siorr posidvrlYappivr�ed the plans. Ia tkn Mr.Shay indicated that he personalty contacted and met with moat of the abutters to show do proposed changes. Public comment was requested. No one publiclytesf&d in favor or in opposition. Ho watt,several leners of support for the proposed changes were presented to the Board grad the Chaimm noted for the record that the letters were from;Mr.And Mrs.John X Whom, Margaret and Hank Eke,Rodger and Pat Gutie,Dr.and Mrs.William P.and Nancyht Cowley. 'There veto no letters in opposWon ro the charges. Ths Board requested the revised plans be aubmitted dam*the elimiaaemn of de second floor deck and po*a of the second floor over the stairway. 7be hearing was contirured urn August 20,2003 for the submission of revised wchitwtwA pn Angst 20,2003,Auomey Elirn Cox was present on behalf of dta applicant. She iodic ated to the Bond that tine revised plants bad been submitted as requested bythe Boated and that o draft decision Bats also submitted. Piodlep of Pact At the AiWt 20.2003 hearing,the Board made the following findings of fact: 1. Appeal 2003-109 is than of James and MOnim Shay saelang a special p putswsat to 4-43(2) to pwcmit the esparision of a noacoof orm7mg siargle family dwelling bar s ratio requited setbacks. 'l'ae propenyis shown on Town of Barnstable Assessor's Map 286 as Parcel 19 and is commm,lyaddressed 732 Scudder Avenue,Hpmnisport. T1 he propertyis bcmed within the RI;- I zoning dbuiet and the AP-Aquifer Protection O►rerbtyDietrist. 2. The property is developed with a three bedroom,single"famnly dar kq that was originally conetrtrcted is apt F h '1995. The ptopettyis within the Hyannifposcr stonc District is not a listed or conaibu*property. Due to the age of the dwebj&the Applicants appe mcd before the Barasmbte Mtaric Commission an or about 14ay20.2003,at wbkr thne the Cammission found that the 'proposed add were histo►ric4y carosistent and that the Applicants required no her hnto6c review. the Appicam have submitted a letter forthe record confirming the Mtoric Commission's dete'tntin don. 3. 'The Apph'caats submitted architectural-and elevation,plans enWed"Prelimk yPbnns Proposed FloorPlans"and Tkvations Proposed"dated 12/ZfM,last mvised 8/10/03 prepared byDyer, Bmwa sad Associates,Inc,,Architects,with the petitions that depicted the proposed additions. These plans shorn►a small bump-ort additlor<to the soudwiteocorner of die i i front porch that fuctftu sbghdy encroaches inxo the scdw.k distances. This bump-out addition re- creates it, or*W lzistto a detail In addition,the bump-out to the powh is the onlyaddition that is outside of tfre erdsting stnrmm's footprina. 4. As shaven on the plaits,the Applicw*also propose to add appnnimmely423 square feet to the wood floor of die dw Ift aid apprmdniately 70 xpare feet of unfnislid attic. A portion►of the second floor addition will be located veer the erosting rro:thedydeek tbat wad be cosxvaoed m a screened in patch. No portion of the second floor addition or attic veal eraoend outside of the emsting suucxwe's footprint. -2... 09/01/2004 14:03 5087905403 NUTTER MCCLENNEN FIS PAGE 04 0 33k 17770 Pq 240 #117702 4 5. The torah atnannt of Proposed Ww square foota®e rcprt,seats an increase of appm barely 25%. 6. be Applire m have oleo submitted revised xthitecwA and floor pplans st retatided'l<'relimin ry Plats Pro Floor Plans'and"Eleva&nS Proposed!dated 12/2/02,kvised B/10/03 prepared by Dyes,Brown and Associates.Imc.,ArrhiWM which show the elimination of the prrviouclypmpoaed second floor deck off the oonhedyside of the dwelling as well 0 the of a portion of the originallypmpoaed second floor extending over the existing stairway on the sou thwertedyside.of the dwelling. 7, Several letras of support from,abumm for the proposed project have been submitted for the record. In addition,t6 Applicants submitted a letter fiom the Barnstable Planning Director written,on behalf of and at the direction of the Barnstable Historic Commission supporting the proposed additions as being historicallyconuffleaL 8. 7'he p ed additions maybe permitted as petitiorued in rtcoorrdeace with Section the Ordnanccs in that the proposed additions will not be substantially amour detrital to the w4bborhood than the ej&ting dwelling. 9. After an evahaation of all the evidence presented,the proposed additions ftM the Spirit and intent of the cWiaanoes and wil not represent it substantial detriment to the public good or neighborhtood affected. Decision Based on the fib of fact,a motion was dulymade and seconded to permit The expansion of a non-conforming Siogle-fam"lVdwell%further into established sctbocm. The proposed expat,s+o -and abe ration it subject to the following conditions: 1. The dwelling shall be in graved and expanded in cosrfonnance with the atchitotvrral plans presemed and entitled"Preliminary Plans Proposed Floor Plans"and"Elevations Proposed' dated 12/2/02,last revised 8110103 prepared byDyer,B,vwat and Associates,Inc.,Architects, which draw the el urination of the ptieviously proposed second storydeck as vuel as the removal Of a portion of the Second floor addition over the existing sWrw xy on the southwesmiypordon Of rho dwelling 2. The expansion of the dwelling shall not exceed tbat presented to the Board in a proposed site plan for the addition and knpsunremente united"Sine Plan 732 Scudder Avenue(1Hy nnisport Barnstable Prepaad for James Shay'by Down Cape Bngineed%Inc.,daW June 6,2003,and revised August 10,2003,except that the proposed second story deck which is mooed thereon as "Prop.Second Floor Cart.Desk"shall not be constructed. 3. 'Ile second story additions Shall not e=eed 423 square feet. 4. There shall be no increase in the nuaJw of bedrooms. S. There shall he an,further addition of area to the buuldarg or to the lot vvWxm permission front, the zoning Board of Appeals. 6. The applicant slmll main the HVAC unit in ire present location along the western elevation of the existing structure. 7. The hedge located between the locus and-the p�pertyimr ediatelyto the vest,which is apprt►smratef y60 feet in and running abrtg the weow*boundary of the locus,shall trot be removed and itr height generaybe nainWned,subject to the need of seasonal pruning and trimming. -3- I 09/01/2004 14:03 5087905403 NUTTER MCCLENNEN FI5 PAGE 05 Sk 17770 Pq 241 #13.7702 S. The b lconypropmed to be heated on the northedyside of the=hb a propeaydut is sooam ou the origwnl arrhi.ct 9 plans submitted to the Zoning Bond with the applicam's pe660% shill not be co 9. 11v scmned porek to be tonsttuemd in place of the exmtM deck on the nay side of the pMIeftY shill temsk scmened at all times,and shall not be eackwd with gloss or any other irppumnble surface or auurw. 10. All comt xdm tnsterials tad e(leripmnt shall be mad am-site and shag not be permitted to be scored vW=the rood lawuu. The,deehiamww as follows: AYE: Randolph.Childs,Ralph Copdand.Thomas A.DeRietner.Shelia Geller sad CAr1 Nightingale NAY: Now Chloe&: Special Petmit 2003.109 is grained with condition. Ibis decision auto be molded at dw Registryof Deeds for it w be in effect and the teW a dw6zed mctued w+itbin on&.)ur. Appesh of this decision,if any,abo»<be trade pursuant to Massachusetts General Law Chapter 40A,Section 17, within tw+euW(20)da► sf er the dace of the filing of this decision. A copy of which n=be fled in the office of the Tcnm Clerk. w Dete I,Linda HahenWa.C6&of the Town of Barnstable.Bunstable Cbuuty,Masrachvseas, hmby cerafythat twenty(M days have dapeed since the Zones Bonn!of Appeals f 7ed this decision and toot no appeal of the decii&A I Own filed m the office of the Town CICAL �/u Sighed sad sealod t ` dayo,f ~',2005 der the pains and penalties I of Pc*nY. tj �... Haec c,Town - AF * i i aj•. .� . tittt't�+*all �a s 09/02/2004 12: 29 5087905403 NUTTER MCCLENNEN FIS PAGE 02 ��•, uu rHA NU. L r, u� QUITCLAIM DEED We, James P. Shay and Monica A. Shay of Southborough, Massachusetts for consideration paid of NINE HUNDRED FIFTY THOUSAND AND NO1100 ($950,000.00) DOLLARS grant to Brian T. Devlin and Jennifer J. Devlin, husband and wife, as tenants by the entirety, both of 12 Appian Drive, Wellesley, Massachusetts 02481 with Quilcklint Cavenmrs, the land with the buildings thereon situated in Hyannis Port, in the Town and County of Barnstable, Massachusetts, and being LOT 8 as shown on a plan entitled "Subdivision of Land in Hyannis Port, Barnstable, Massachusetts Property of H.R. Hanson dated October, 1927, George F. Clements, Civil Engineer. and thereon shown as bounded and described as follows. EASTERLY by Scudder Avenue, eighty one and 041100 (91.04) feet; SOUTHWESTERLY by Park Place(formerly) Marchants Avenue), sixty-six and 10/100 C� (66.10) feet; WESTERLY by Lot A on the plan above mentioned, sixty and 68/100(60.69) feet; and NORTHERLY by other land of'William J. O'Neil, Jr., et ux (Lot No. 2) fifty-six and 94/100(56.94)feet. Containing 4.240 square feet of land, be any or all of said measurements more or less. For title see deed recorded in Hook 13466, Page 128. Property Address: 732 Scudder Avenue, Hyannis Port, MA 02647 09/02/2004 12:29 5087905403 NUTTER MCCLENNEN FIS PAGE 03 ui w , i WITNESS our hands and seals Ws. -z-1 .day of Onto J es . Shay Mo ica A. Shay COMMONWEALTH OF MASSACHUSETTS Barnstable, ss, Date: October 2-( , 2003 Then personally appeared the above named James P. Shay and Monica A. Shay and acknowledged the foregoing instrument to be eir froe act jud dad, before me, f_. ry Public: y Commission Expires: 0 416690 1262720.1 .Z. I' i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION BARN Map ' Parcel Application v j 2013 JUN, i 1 rz j (: 51 Health Division Date Issuedl Conservation Division Application F0, Planning Dept. �014, Permit Fee Z�5 X: Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 13 ^c, r Ave Villagel� Owner \Dfr�N (e K Vtic to �AU °.-. Address f0 R1 A-Ce Telephone `Permit Request �� ���[roe C, roe, r � Square feet: 1 st floor: existing - proposed 2nd floor: existing roposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation for s®t2 —Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family �wo Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full drawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: —3 existing —new Total Room Count (not including baths): existing new b First Floor Room Count Heat Type and Fue• Q❑ N Gas ❑ Oil ❑ Electric ❑ Other Central Air: es o Fireplaces. Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current-Use Proposed Use ' " APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �e_ S Telephone Number �A—_ 72 Address PX C License # L mom' r - Home Improvement Contractor# Worker's Compensation # ,p ALL CONSTRUCTION DEBRIS ULTING FROM THIS PROJECT WILL BE TAKEN TO f + �- f f V SIGNATURE DATE _ J z • FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER f DATE OF INSPECTION: J�FOUNDATI..ON�t� FRAME - - - - - INSULATION!_A FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r , GAS: _ ROUGH FINAL FINAL BUILDING- DATE CLOSED OUT .ASSOCIATION PLAN:NO. f 07. The Commonwealth of Massachusetts Department of Industrial Accidents c Office of Investigations . ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: P. �?" )(1_4 City/State/Zip: Phone#: 1 Are you an employer?Check the appropriate box: Type of project(required): 1.El am a employer with 4. ❑ I am a general contractor and I mployees(full and/or part-time).* have hired the sub-contractors 6.;❑New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling up and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' ❑ ' insurance. 9. ❑Building addition [No workers comp.in comsurance p• required.] f 5. ❑ We are a corporation and its ME]Electrical repairs or additions 3.El am a homeowner doing all work officers have exercised their 11.)<Plumbing repairs or additions myself. [No workers' comp. ' right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' - 13.❑Other comp. insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and a pains and penalties of perjury that the information provided above ' true and correct Si ature: Date: �1 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions ' Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant-to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or,repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states".Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitilicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia _ Department of Public Safety Massachusetts -Dep Board of Building Regulations and Standards — Construction Supen-isor License: CS-098149 .< TATE.D ISENSTAOT - PO BOX 796 Hyannis Port MA 026�4 � 1 �c „ „s`� Expiration 03/24/2015 Commissioner Office of Consumer a °°iiir�w�ccuealG� � Affairs& acn4o"n ' ME IMPROVEMENT C Business Regulation. egistration: ONTRACTOR I License or registration valid for and Xpiratio t 97 �- before the ex ►vidul 612g�2015; Type: expiration date, use only Private C I Office of Consumer If found return to: T D I REALTY G = orporatio;.' Affairs a Re u ROUP� 10 Park Plaza- and Business Boston Suite 5170 g lation TATE ISENSTAD ,MA 02116 � ,t 1 55 LAKE AVE. HYANNIS PORT,MA 02647E _ i Uudersecret ry . -- Not valid without si i gnature ;. _._._ = � r Town of BarnstAle' Regulatory ServicefOWN OF BARNSTABLE • saxxsrwsc.E, • - . mass. g Thomas F.Geiler,Director Building Division 2013 JU' I I PIN, 1 88 Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us DIVISION 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 • hereby authorize / ALL /°�/`�/J��`Sr � to act on my behalf, in all matters relative to work authorized by this building permit. (Address of job) Pool fences and alarms are the responsibility of the ap licant. Pools are not to be filled or utilized before fence is installed all final ins -tions are performed and acce ted. SiXtLire of Owner ' Signature of Applicant tn_ � n . K- (av if `� 1/�'fie f4 Print Name ' Print Name Dat Q:FORM&OWNERPERMISSIONPOOLS 6/2012 'Town of Barnstable Regulatory Services Thomas F.Geiler,Director � BuildingDivision Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAIIdNG ADDRESS: + city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the BuildingOfficial,that he/she shall be responsible for all such work performed under the buildingpermit. (Section. 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\ContentOudook\QRE6ZUBN\EXPRESS.doc Revised 053012 i John R. Laverty 508.221.5351 SEAPORT ASSOCIATES, INC. Building & Remodeling Residential — Commercial December 9, 2005 Town of Barnstable 200 Main Street Hyannis,MA 02601 Attention: Building Department Re: Extension of Building Permit 1 To Whom It May Concern: I would like to request an extension of the building permit for 732 Scudder Avenue, Hyannisport,MA 02647. Due to the size of the project and the homeowners purchasing of a new main residence,the project has not been able to get started. Please call me with any questions regarding this matter at(508)221-5351'. Sincerely, John Laverty Post Office Box 200—West Hyannisport,Massachusetts 02672 w r' Town of Barnstable Regulatory Services * BAMSTABLE, MASS. Thomas F. Geiler, Director o►9. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 To: John Laverty From: Russell Wheeler Date: December 13, 2005 Re: Extension of Building Permit# 81388 732 Scudder Avenue Hyannis,MA The extension has been granted for the address mentioned above for a period of six months starting from the date of this notice and not to exceed past the month of June 15, 2006. Within this time period, if reasonably practicable, you may proceed in good faith to continue such work that's described within the permit. .Sincerely, Russell Wheeler Local Inspector of Buildings L Town of Barnstable Regulatory Services BMWgrnaLE, Mass g Thomas F. Geiler, Director �ArFDpnA'�A`e Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 June 14,2006 John Laverty Seaport Associates,Inc. P.O. Box 200 West Hyannisport, MA 02672 RE: 732 Scudder Avenue,Hyannisport Dear Mr. Laverty: Your request for the extension permit#81388 has been granted. Since this is a 3rd request we cannot allow any more extensions on this project. WSincerel , , CBO Building Commissioner +j F c� °PIKE rOhti Town of Barnstable - Historic Preservation Division Barnstable Historical Commission BARNSTABLE, * 200 Main Street, Hyannis, Massachusetts 0260.1 -` 5 ' AW 1639- 508 862-4786 Fax 508 862-4725 '- rF0 July 23, 2003 James and Monica Shay 32 Lovers Lane Southboro, MA 01772 Reference: 732 Scudder Avenue, Hyannisport e�- Dear Mr. and Mrs. Shay: At the Barnstable Historical Commission meeting of May 20,.2003, your project of adding onto/altering the historic building at 732 Scudder Avenue, Hyannisport was reviewed. The Barnstable Historical Commission, in accordance with the General Ordinance, Article XLIX— Protection of Historic Properties, has determined that although the house qualifies as being older than 75 years it does not qualify under criteria established in Section c as a "Demolition" and therefore the proposed addition may proceed. In accordance with the Ordinance, this will serve to notify you that the Barnstable Historical Commission has no further concern for the addition and you may proceed to seek a building permit from the Building Commissioner. Respectfully: Thomas A. Broadrick, AICP Director of Planning, Zoning, and Historic Preservation cc: Thomas Perry, Building Commissioner Barnstable Historical Commission - PHLL�EROC)K CONSTRUCTION &� �D BEACH STREET CODS 1 RUCTION DENNIS,MA -8682 1-508-385-8582 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS I 13 June 2007 i I To: Mr. John Laverty - Builder Subject: Roof Frame Inspection/Review - Reduced Depth Joists Reference: CONSTRUCTION PLANS prepared for DEVLIN Residence 732 Scudder Avenue, Hyannisport, MA ! Dear John: The following information addresses concerns raised by the Building Dept. about the shallow seat cuts at two of the roof/ceiling areas. j I reviewd our plans and re-checked the site today. At the first location (photo 1) there are three members contributing to the shear load requirements (ceiling joist, rafter & rafter tail extension). At the second location (photo 2) there is only a single member and the depth reduction is much greater however the cut was taken from the top of the member and heavier sheathing was used. Both of these areas were checked for design capacity. Attached are the photographs of these two areas. The following list summarizes these findings: I Photo Multiple Bearing Members (transfer shear loads) #1 Rafter spans are 8 ft and ceiling spans are 8 ft. The com- bined load per tail set (@ 16" o/c) is approximately 240 lb which results in a conservative shear value of 18 psi. This compares to an allowable shear value of 135 psi. #2 Heavy Sheathing (distribute snow loads) There are two shallow slope crickets located between two sets & of gable roofs. Eave details were minimal and the overall span is small. These shallow cuts were identified several I #3 months ago and the solution was to increase the roof sheath- ing to�3/4" structural plywood w/ a. Panel Index of 48/24. This would allow the plywood to span the side to side width of 44" alone and support the roof load. The shallow rafters would provide a flat bottom for the ceiling plane and add some measure of additional stiffness. �( Respectfully submitted, 1 l� Y�ONth.S.laenJl3�'�C._. �1� Of MA T. VARNUM PHILBROOK, P.E. c� 1 Encl; Photograph note sheet T. ILBRVARO MI Gam, �' PHILBROOK �c a v MECHANICAL No. 30680 SIONAI�� F F F F 4 13 June 2007 Subject: Roof Frame Inspection/Review - Reduced Depth Joists Reference: CONSTRUCTION PLANS prepared for DEVLIN Residence 732 Scudder Avenue, Hyannisport, MA PHOTO ti€ 2"x 8"ceilin4 ioist& rafter " along wl a 2"x 6"fir rafter tail extension w(bear)=4-1/2" d(eff)=4-1/2" A(avail)= 20+ s4 in <. Rmax= 240 lb v'= 18psi 4!r PHOTO 2 Span rated plywood Panel Index of 48124 Exterior Exposure PHOTO 3 Width of the closet bays is 44". The roof is supported on each end by a wall or header John R. Laverty 508.221.5351 SEAPORT ASSOCIATES9 INC . Buildiniz & Remodeling Residential — Commercial June 9, 2006 P j Town of Barnstable 200 Main Street Hyannis, MA 02601 Attention: Building Department Re: Extension of Building Permit To Whom It May Concern: As I discussed this afternoon with Art Traczyk, I am requesting a 6 month extension of building permit for 732 Scudder Avenue, Hyannisport, MA 02647. Due to the extensive renovations of homeowner's new main residence, they will have to use the Hyannisport home until the completion of this renovation. They then plan to start the renovation of the Hyannisport home this coming fall. Please call me with any questions regarding this matter at(508) 221-5351. Sincerely, l John Laverty ce < Post Office Box 200—West Hyannisport,Massachusetts 02672 i L, t > TOWN . BARNSTABLE ti Building Application Ref: 81388 11ARNST.4214 Issue Date: 06/15/06 Permit 9 MAS& �A �639• Applicant: rF0�a Permit Number: B 20060392 Proposed Use: Expiration Date: 12/15/06 Location 732 SCUDDER AVENUE Zoning District RF-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Vlap Parcel 286019 Permit Fee$ 50.00 Contractor JOHN R LAVERTY Village HYANNIS App Fee$ 271.49 License Num 076460 Est Construction Cost$ 40,608 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ADD 2 ND STORY FRONT PORCH DETAIL THIS CARD MUST BE KEPT POSTED UNTIL FINAL 3RD&FINAL EXTENSION TO EXPIRE 12/15/06 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH >wner on Record: DEVLIN, BRIAN T a JENNIFER 1 BUILDING SHALL NOT BE CCUPIED UNTIL A FINAL tddress: 12 APPIAN WAY INSPECTION HAS BEEN E. WELLESLEY,MA 02481 application Entered by: DB Building Permit Issued By: HIS PERMIT�C®NVEYSNO RIGHT TO OCCUPI'i�A�l'STREET ALLY OR SIDEW�LIC OR'ANY PART THEREOFEITHER TEIvIPORARtiY O ERMANENTLY''- �� �,a ��'t3s ✓�'� r a s � - `'�r_s. r zc x. ,E �?. +t ,y.��. .:,� NCROAC11EIvIENTS�ON PUBLIC PROPERTY NOT SPECIF,ICALL�Y�PERMITI�ED UNDER THE BUILDING CODE�MUS?'BE APPROVED BIB THE;Ji2RiSDiCTI027 TRF$Tt�OR ALLY�GRADES AS�WELL AS DEPTI3 r�ND LOCATION`OFPUBLTC SEWERS MAY BE OB`T�1,INEDFRDM THE DEPAATME�IT OF�P�7BLIC WORKS, HE�BSUANCE�OFTHIS PERIvIIT'DOES 1�TOT REI:,EASE THE APPLICANT FR©M THE'CONDITI®NS OF A'�NY APPLIC.ABLE�SUBDIVISI®I`I RESTRICTIONS�°``N3,_.�.»t`raa .„s.r_.„ _a< �.a.�y .r-�rs�^x.^a, .__r..,.._m< #z» �.;, ..,sa_,�_ <��. _. .o-..-,:r,.a._�<a..�.`t"za...�....».,..*,a', ,. .a.h_as ��d� .ie,..,u , ate,• - .,�... .m: "`= [INRAUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: FOUNDATION OR FOOTINGS. ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). INSULATION. FINAL INSPECTION BEFORE OCCUPANCY. WERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. 'ORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. ERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF ,ATE THE PERMIT IS ISSUED AS NOTED ABOVE. ?RSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 2 2 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health John R. Laverty 508-221-5351 SEAPORT ASSOCIATES, INC. Building & Remodeling Residential-Commercial Licensed P.O. Box 200 Fully Insured W. Hyannisport, MA 02672 l r . � T��� t-��w1ntJ�1Ls �, evnJE� CT epv D 22.\- S3S- > ' CW R k , T,QWN OF' BARRiSTABLE; PPR'M _EXT'ENSION GF I3NTED XPI. ES 12/2€?lO5. PAR'�ELD' A26 �#tiD GEOBASE ID 18925 A3� ,SCU DER-.,A�EI��3�. HYANNI PHONE r Lo B rr (/YYjjjj h V P r LOT SIZE' D Q ME EEL NT DI ;TR.ICT, H . fk L'l'r " `Y .xW'-''pN> t n `& 'Dt:-S- 7 er', y.� r I368 DES ItPTIaN A�DY� 2 ICI) S_ O�2X: P�ONT POEOH; DETAIL F PENT TAPE B1DDI 'TITLE �[1IDI�TC` PERI:T AibITIC �. CONTRACTIS6H1� LAt�ERT ' ARCHITECTS` PERMIT EXTENS RANT Department Of ION G D TONAL FEES. $271 49 k Fir R e �Ce �. :..-.� -.-...',�.. �"'a?a�+x=N�rz,%+a�ra.x?s.�.:r�-arF�am�.<Fra•,;s-�..++3u:�r;�? _ .aw'.�.�.�H s.,..-.H>,.;.�:. ,.. A. ..>. ,aK -asr..,r..ti �'�� .,�a.: � .... .. __.,..r,�; ra -ONSTRUCTION COSTS $40,6a8 Oa 0� �. a x +�'?rr a��'�+]'t.'X= "iS•�pw,3,i .�s �.Yj x.�r�'}`er x ,a o-� .. 9 ',+mea a. r ;... �''"`• a �� rtk u� x.:. + �t '�rd'2,c � �* •�.�,>.�k '^�;�.� s—,x.�as�.:� �En,�" �,zr�,: -��ae �r ,�+t a��a�-._.�•s "�'s,.:z;e .'as`e'S4^u,^.,. .., s`;7!.?k.•5 .'.Y#S":- :r.4_„7, y B �SIo r ��A-TE".:I-SEDx f2/ 0/ O©4 PIRt 'lIaDATE �.. y e r Results Page 1 of 1 Home Improvement Contractor Look Up Enter Search terms separated by spaces. Search terms can be Town/City,Name, or License number type: Sear Select Search e: �= AND �'` OR Search Results Reg. No. I Applicant StreetF City State Zip Name jTitle Expiration JOHN R. 73 LAVERTY, 132195 LAVERTY HOLLY CENTERVILLE MA 02632 JOHN OWNER 12/5/2006 LANE Total of 1 Records matched. Back to Home Page BBRS Privacy Statement r http://db.state.ma.us/bbrs/hic.pl 12/20/2004 Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Reg►straiw n '-_1-32105 Board of Building Regulations and Standards Exptsatlun i12h512004 One Ashburton Place Rm 1301 ype Indnvidual Boston,Ma.02108. JOHN R.LAVEW ' v JOHN LAVERETY 73 HOLLY LANE CENTERVILLE,MA 02632 Administrator iI Not valid witho signature R� 0 l-Q�Ng t. CON9TRUOiON11PERV'fSOR 4' 6►cew�e• � E Nlumbe 07646.0 ' "{gf t6b196 2 5025 5 Pp BOX 200 Adrnin°strator N11-1X'At�1NISPORT ���„:', • Town of B arastable , vo4�xrtt �,o� Regvdatory Servicos Gener,Director ' building Division Tyr ' TomFerry, Building Commissioner 200 Main Street, Hy=1s,NIA 02601 • . .- �,ta�n.barnstable.maus - --- Fax, 508-790-6230 pffice: 50S-862-403 8 pfopefty Ow erMust _. -Complete and Sign.Th s Section ... • if using A Builder as Owner of the subject property _ act on ray be 6rebyautborize . '1- :. matters relative to work authorized bytbis bung pern� t application for, - inxll =- - - - {Address of job} - s►e O . _. •�� . r — :_-1� •Jute. Si e of Owner J-� � tName 730 CMR Appa,aa Table MR.=(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated with Fossil Fuels MAXIMUM MINIMUM Glazing Gluing Ceiling_ Wall I Floor I Basement Slab Heating/Cooling Apt(%) U-value= R-value' R value' R-value' Wall Perimeter Equipment EEficienry' page R-value° R-value' $701 to 6500 Heating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal . R 12% 0.52 30 19 1 19 I0 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 1 10 6- Normal V 15% 0.44 38 13 25 NIA N/A 85 AFUE W 15% 0.52 30 19• 19 10 6 85 AFUE X 18% 0.32 38 13 23 N/A N/A Normal Y 19% 0.42 38 19 25 N/A N/A Normal z 18% 0.42 38 13 19 10 6 90 AFUE . AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: , C J 1) l� 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 9 5: SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS. ARE AVAILABLE. ASK US FOR THIS INFORMATION. - BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J Footnotes to Table J8.2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and lose conditioned space,but excluding opaque doors)to the gross wall basement windows if located in walls that enc area,expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 fe of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure; or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling.R values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation.thickness over the exterior walls without compression, R 30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing,and interior drywall.For example, an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned cmwlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes eleetric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one pike of heating equipment.or more than one piece.of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency than by the selected package. 'For Heating Degree Day requirements of the closest city or town see.Table J5.2.1a NOTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R values are minimum acceptable levels. R value requirements are for insulation only and do not include structural components. must have a U-value no greater than 0.35. Door U-values must be tested b)Opaque doors in the building envelope and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b:If a door contains glass and an aggregate U-value rating for that door is not available,.include the glass area of the door with your windows and use the.opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R value is greater than or equal to the R-value requirement for that component. Glazing.or door components comply if the area-weighted.average.U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). A f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 S"d . 06 Alterations/Renovations $50.00 Building Permit Amendment .$25.00. FEE VALUE WORKSHEET NEW LIVING SPACE a3� yo � ��square feet x$96/sq.foot= t x.0041= plus from below(if applicable) �— ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&.detached) r square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. : >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041=. STAND ALONE PERMITS Open Porch (number) x$30.00= Deck - •• (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Proicost The Comnwnwealth of Massachusetts ' z — Department of Industrial Accidents* - 600 Washington Street Boston,Mass. 02111. r Wor ers',• Com ensation. risurance Affidavit-General Businesses �'j"•re'D'L1sr�'44t,i �'�,' "°i?L•.s.• :.r7;arMr;:y,•.-.iyb. - ..y+� .....ix• -; ``-.���ia?tr] ; / , n c.�#� '•, address: _ ci N Cs ' 0:. state: rAk zi 3-19 hone work site locaiiori fall address [] I am.a sole proprietor and have no one Business TYpe' R Retail[j Restaurant/Ba Eating Establishment working in any capacity. 0 Office❑ SaTes(including-Real Estate,[] Autos etc.)' ❑I am an em toyer with • ectii•Io ees(full& art time . Other , i I am an•em_.ployer providigg vworkers' comvensation for my employees worl�ng on this fob. com•ari'•name• :,,,,,a• ;_' :,:,,:,�,,•;; .t•r� :4; , :,r. r ,•:: a � �1/ h;' .. . t 't.t * ••:,.• ••} (a•�, ]y{��*`may l.Z,y,j '•J �1y �is. �J :1'•.• i•:1'L'�:�:'':d9t !„�1•.:t:{i'?+< •�t`,:� � addreSS': i i•.t: Y ,Y,.' ':.'� f'•i *tr'• J> ..q •,+ M:1•:tl - '. •'�....�' •••', '1:,• �1 t L�7 (A��p[y,' ryJ 'y�y `,{i:St .t •gj ��(�� 'i:• •.,... '+ s a•, r�' '�:• ':i.'F^i ,��di '=14: Y �iIODC'�ff:".1.'..W I:J'�+•{mot i'q.l �. _�ji'•,'.•y i ... •t, '• '� '' ,j' .'•1!• 'LC is �, '•�.t 1C'. y'�• 't'r• � i t •i - Olfclw .insurance.co's:•`^° / '❑I am a sole proprietor and have hired the in contractors listed below who have tfie following workers' .compensation polices: t';t: ti:[r'. -'r J:x:C�-' ',x,• �':.+.. �'': +:' t'i. .4:', ..i��:�t•;' 7n.X;iY'•nK..�tt•;�,t. :r;• � 't % aD 'name!i ,4• tY t ..�,i' .•1^,y:r_IY}" 7. yet •r , CO _ ,�i... .i,•.i:. ,,• ;:l.rt fr ,'!;:M '1�..r. .n . t :,!•J.:',, -y..r.,i,i,'.'�' •a p• • "v.•ft,a:; _ •ii• :y'•! 't" •1r:: 'i •,"• ,t9:a a�.:' z•r .t t• �C; 'rti�:'�a j:� eL8dre'ss:. t.•Y! .k',:�' .t., •:7'�`•,: y'trN:o;•{, h:.;•' r 'J:ri' .i+: i e.,`,i:v r' -,�. .1+. Cl y : rila y`:' 'r"J.. ;:• :.:,{.yr =f.::• ::�: •:i.�y,:�j. ] Z•`''hi;' t; .'('•' . l.. .t. .. r.,, ••'rut• :i; �•.. ';t y ;t'• ''S: •:',ti''' •,�.,:- F• _. •'+, .iV '•?!: v.i' :y.•r.1:,',,Z7r'.' 1'i,e •r: -,:• r'0-130 :#1. ',�t:R':•:.:.1'.ti:••: yi:•'• a:+'r, `{`'9.,i�'t,t, "•'iirance'co. :+?:•r;:;..• •'•.':"ry firs •.�% ;!ti y'Jit :.Y,'(�. •:'.. ''° t ';y. �i.F• ':1.•�', •:t•J �'t••` '�f i.•., p'�, •1 coin sii� n .. .•_ ,: . . �.,•, .. .t�;• "�, address: J, > liorie. i:Sy•• -tir ';'Z� ii:•; "h.• .:r:+••!,;7::'t 'r,:. �.J+ .u>:'�+. t '•Tn•;•:' •i .::..,: - .:1y^•�,+ . 'u J.�..,':.^ ,.'' ;•�' i:'• ':y=' .J;Cr: ,'. it• •O"i1CY�#�,' FaUure to secure coverage a9 required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civff penalties�n the fo,'cm of a STOP WORK ORDER and a fine of$100.00 it day against me. I understand that$ copy of this statement maybe forwarded to the Office of Investigations of the DIA.for coverage verification. I do hereby certify u der the pains and p. alties of perjury that the information provided above is frue and cor,=4 Date Signature .'�• Phone# Print name YJ ofiicia]we on2Y `do not write in this area to be completed by city or town official or permitlucense# ❑Building Department ci town: . ty ❑Licensing Board check if immediate response is required ❑Selectmen's Office ❑ ❑Health Department one contact person: ph ir; ❑Other _ t (rev9edSmi7D43) Information and Instructions. 1 ers to provide workers' comp ens atidi for'their. assachusetts General Laws chapter�152 section 25 requires all/ . oy p e service -of another under contract VI airy rmployees� � quoted from the flaw', an employse is.defined as every person in. s of hire; express or in1plied; oral or written. ers , association, corporation or other legal entity, or any two or more of An employer is defined as an individual,partnership, rP • the foregoing engaged in a']oint enferprise, and including the legal representatives of a deceased,mVloyer, 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•inore.than three apartrnents and-who resides therein, or the,occupant..of the dwelling house bf another who employs persbris to do.rnaintenance, construction or repair work on such dwelling house 6r on the grounds or building appurtenant thereto shall not because of such employment.be deemed to be an employer. ' MGL chapter 152 section 25 also'states that'every state'or lbcal licensing agency shall Yvithhold the issuance or renewal of a license or permIt.to operate a business or to construct buildings'in the.cbmmonwealth for any applicant who has er the- not produced acceptable evidence of compliance with the enter into ane contract for the performance of ublic ereqwrW. Additionally, work until commonwealth nor.' ny.of its political subdivisions shall Y h the insurance requirements of this chapter have been presented to the contracting . acceptable evidence of compliance wit authority Vol Applicants. Please fill,in the workers' compensation affidavit completely,by checking the box that applies to your situation.:Please supply company n'arne, address and phone numbers along with��rtifie coverate of ge. fice as be sure to sits a y be date ni ed to the Department'of industrial Accidents for confirmation o g affidavit The affidavit should be returned to the city or town that the application for the permit or license is being t the Department of idustrial kccidenis�. Should you have any questions regardine•the'"law" or if you are requested, no btann a workers'•comp ensation policy,please call the Department at the number'listed.below. required to o. // RON FINE City or Towns Please be sure that the affidavit is cbmplete 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 fm..in the perrrnttlicense number which will.Ve used as a reference number. The.affidavits may.be.returned to the Deparrnentb}�.r or FAXu6lessother:arrangemmt have been made.' The Office of Investigations would like to thank ybu in advance for you cooperation and should you have any questions,' Please do not hesitate to give us a-call. FEE, The Department's address,telephone and-.fax number: , The Commonwealth Of Massachusetts Department of Industrial Accidents 6t�ce of�ssn�atlens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ext:406 I v Town of Barnstable Regulatory Services• # asraar. r , Thomas F.Geiler,Director Building Division • Tom Ferry,Building Commissioner ' 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 permit no. , Date A =AYIT SOME IMPAOYEMTNT CONTRACTOR LAW SWPLEMM TO TERIM ATTLICATION • ., • MQL 0.142A requires that the'"reconstruction,alterations,renovation,repair,modernization,conversion, • •inaproYement;removal,demolition,or construction of an additionto any pie-existing owner-occupied 3 bdg containing at Ieaat one but not more than four dwelling units or to structures which are adjacent to •. suah residence or builduig b e done by registered contractors,with certain exceptions,along with other requirements, , • Type of Work: L(5 m,r 1 Estimated Cost QQ , . Address of Work: 23 SA:V nt tz0�S D ; �• Owner's Name: T)ate of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded bylaw . []lob Under$1,004 ' []Building not owner-oocupied []Owner pulling own permit , Notice is her given that; OWER,S FULLING TE MIR OYM TERMIT OR DEALING WITH UMGLSTFYM CONTRkCTORS FOR APPLIC4d HOM3 Z21:0YEMENT WORK 1)0 NOT HAYS ACCESS TO THE ARBITRATION PRO GRAM OR,GUARANTY FUND UNDER MGL c.142A; SIGNED MMERPENALMS OF PLRTURY Thereby apply for&permit as the agept of the owmer: DateContractor Name Aegistrationl�io. OP. , Owner's blame TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION Map ;0 Parcel I ,:. t FLIT Permit# �—� Health Division "`�9-4 '® cyq Date Issued - Conservation Divisien`f a 171aLont�4�4 _ ' 1 Application Fee All Tax Collector T ,_ ___.P_emit FeT l r/ Treasurer Planning Deptz A 'aaz�� SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board �f'bZ'� WITH TITLE 5 91i p oq ENVIRONMENTAL CODE AND Historical ' I Dt' reservation/Hyannis TOWN REGULATIONS Project Street Address `7 2, ,SC f� , Village A1t)t, Owner Address F-,P LLluL�.�.,� Telephone Permit Request �w9 to 1, Lv(3 Sic Ik i `v:� &\51>nsi Vku ct,C% Y19 Square feet: 1st floor: existing °�0� proposed 2nd floor: existing �Ic? proposed 423 Total new LA13 Zoning District s ' '�L Flood Plain Groundwater Overlay Project Valuation` VO k.900 - Construction Type Lot Size ;(40 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. f. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure ycS. Historic House: O'Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ErCrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 2 new C0 Half: existing new Number of Bedrooms: existing 3 new Total Room Count(not including baths): existing `7 new First Floor Room Count Heat Type and Fuel:' O Gas Cl Oil ❑ Electric ❑Other Central Air: lames 0 No Fireplaces: Existing 1 New l Existing wood/coal stove: ❑Yes @"N'o Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name �TMNN AT, S&Rc,;!5T % ,n lephone Number _ ,X - 5IS N Address_Vp %n* 11�9 License# J7 6 9 6 Home Improvement Contractor# 3�kc%5 pZ�1 a Worker's Compensation# -ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 00 -S vc( SIGNATURE DATE jjFOR OFFICIAL USE^ONLY PERMIT NO. DATE ISSUED-; _ MAP/PARCEL NO. ` ADDRESS VILLAGE OWNER tts DATE OF INSPECTION: ` FOUNDATION 4 p `67- FRAME o v — ( —® 'T PIZ- INSULATION t 0 `7 r. FIREPLACE ELECTRICAL: ROUGH FINAL F _ PLUMBING: ROUGH FINAL _ -- GAS: ROUGH +ate- s-- FINAL . I � FINAL BUILDING,' DATE CLOSED OUT ASSOCIATION PLAN NO. Q 't GENERAL STRUCTURAL NOTES WOOD FRAMING NOTES TIPICA0UN•BER NAILING SCHEDULE ---_,. - "- - -------.------------ ----- '.AJLINC S-iCM1 IS TYPICAL:XCEPT AS NOTED ON PUNS.US:COMMON Hh:l'i. 1 ALL ROUGH FRAMING SHALE.BE N0 20R BETTER O c 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE . BETTER SPRUCEPINEFIR, - ''-- RESIDENTIAL BAIL DING CODE(9TH EDITION) UNLESS J OTHERWISE NOTED OR SHOWN ON THE DRAWINGS. I JOIST TO SILL OR GIRDER.TOENAILS 3-8d TWO ROWS FOR BEAMS UP TO 12" DEEP - 411 2. THE CONTRACTOR SHALL NOT SCALE THE CONTRACT DRAWINGS. 2. ALL TWO(2)INCH NOMINAL TO RE SEASONED TO 19%MA%(MUM 2. BRIDGING TO JOIST,TOENAIL EACH END 2-8d THREE ROWS FOR BEAMS OVER 12' DEEP I - 3. TYPICAL AND CERTAIN SPECIFIC CONDITIONS HAVE BEEN DFTAILF.DON THE DRAWINGS. MOISTURE CONTENT. FOR CONDITIONS NOT SPECIFICALLY SHOWN,THE CONTRACTOR$HALL PREPARE DETAILS 3. i"�6"SUHH.UOR OR LESS 10 EACH 1015T,FACE.NAIL 2-Sd SIMILAR TO THOSE SHOWN AND SUBMIT THEM WITH THE RELEVANT SHOP DRAWINGS 3. ALL LUMBER AND PLYWOOD SHALL RE GRADE-STAMPED BY THE APPROPRIATE. d. WIDER THAN I"x 6"SUBFLOOR TO EACH JOIST,FACE NAIL 3-8tl TO THE ENGINEER FOR APPROVAL, MANUFACTURER'S ASSOCIATION FOR THE APPROPRIATE USE. / 'Ed NAILS - 1 3/4"LVL 4. ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS SHALL BE VERIFIED BY 1'HE 4. ALL WOOD IN CONTACT WITH CONCRETE,MASONRY.OR EARTH SHALL BE S. 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2.16d CONTRACTOR PRIOR TO SUBMISSION OF RELEVANT SHOP DRAWINGS FOR REVIEW AND PRESSURE TREATED WITH A CCA-C 0.40 PROCESS. - PRIOR TO COMMENCEMENT Of FABRICATION AND CONSTRUCTION. 5. ALL WOOD FRAMING SHALL BE BUILT PLUMB,LEVEL.SQUARE,AND TRUE WIT 6. SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16"O.C. 16d AT N .� ADEQUATE BRACING AND CONNECTION HARDWARE TO ENSURE A RIGID %- TOP PLATE TO STUD,END NAIL 2.-16d 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF FIELD CONDITIONS STRUCTURE, WHICH AREIN CONFLICTWITH THE STRUCTURAL CONTRACT DOCUMENTS. 'F 6. ROUGH CONNECTIONS SHALL BE ACCURAI ELY CUT AND LIGHTLY FI"ED AS 8. STUD TO SOLE PLATE NAILS OR d-Bd TOE NAILS 2-]bd ENO i' r 6. THE DESIGN.ADEQUACY,AND SAFETY OF ERECTION BRACING,SHORING,TEMPORARY NECESSITATED BY THE CONDITIONS ENCOUNTERED TO PROVIDE FULL BEARING 9 SUPPORTS,AND OTHER METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE WITHOUT USE OF SHIMS. . DOUBLE STUDS,FACE NAIL 12"O.C. 16d AT CONTRACTOR. 7. ALL FLOORS AND THE ROOF SHALL BE SHEAT1i1D 4V11'1T 3/4"TONGUE AND GROOVE 10. DOUBLED TOP PLATES.FACE NAIL 16"O.C. 16d AT STRUCTURAL 1 PLYWOOD,GLUED AND NAILED,UNLESS OTHERWISE SHOWN OR } 7. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL CONTRACT DOCUMENTS WITH NOTED. - 11. TOP PATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d CIVIL,ARCHITECTURAL,MECHANICAL,PLUMBING,AND ELECTRICAL DRAWINGS BEFORE COMMENCEMENT OF WORK AND SHALL NOTIFY THE ENGINEER OF ANYCONFLICTS. 8. ALL PLYWOOD SHALL BE LAID WITH LUNG DIMENSIONS PERPENDICULAR TO SUPPORTS. STAGGER ALL JOINT$.PROVIDE BLOCKING AT ALL JOINTS ONLY 12. CONTINUOUS HEADER,TWO PIECES I6"O.C.ALONG EA.EDGE 16d AT . WHERE SHOWN ON PLAN. DESIGN LOADS 13. CEILING JOISTS TO PLATE,TOE NAIL 3-8tl 9. ALL PLYWOOD SHALL BE FASTENED WITH lOd NAILS u'ON CENTER,10d NAILS @4" 1 7 2" O C 1. FLOOR LIVE LOADS ONO ENTER(SECOND TO FIRST FLOOR)AT SUPPORTED PANEL EDGES AND AT 10' 14. CON I INUOUS HEADER TO STUD,TOE NAIL 4-8d ON EACH FACE-� ON CENTER AT INTERMEDIATE SUPPORT$°UNLESS OTHERWISE SHOWN OR NOTED t A.FIRST FLOOR-40 PSF (SPECIFIC SHEAR WALLS&DIAPHRAGMS). - 15. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d R.SLEEPING ROOMS ABOVE FIRST FLOOR-30 PSF 10. ALL INTERIOR DOOR HEADERS SHALL CONSIST OF TWO 2XR'S WITH ONE LAYER OF 16. CEILING 1015T5 TO PARALLEL RATTERS,FACE NAIL 3-16d 7/2'PLYWOOD SPACER,UNLESS OTHERWISE NOTED OR SHOWN ON THE - 2. ROOF UVE LOAD$ DRAWINGS.FOR 2.6 EXTERIOR STUD WALLS,ALL EXTERIOR WINDOW AND DOOR - - 17. RAFTER TO PLATE,TOENAIL 3 8d A.SNOW 30(GROUND SNOW)PSF HEADERS OVER THREE(3)FEET WIDE SHALT-BE IN ACCORDANCE WITH TYPICAL ., E --"------"---------- HEADER SCHEDULE(SEE DRAWING 5.01. 18. 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8d 3. WINO LOADS "' A.REFERENCE WIND VELOCITY 140 MPH(3 SECOND GUSTS( z8 11. SIMPSON CONSTRUCTION HARDWARE(OR APPROVED EQUAL)SHALL BE FASTENED 19. 1 L SHEATHING OR LESS TO EACH BEARING,FACE NAIL 2-Sd = B.REFERENCE WIND PRESSURE=20 PSF ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND NAILING SCHEDULE. " C.EXPOSURE=C THE GENERAL CONTRACTOR MUST BE FAMILIAR WITH,AND HAVE THE O.DESIGN METHOD I APPROPRIATE PRODUCT CATALOGS ON SITE.ALL EXTERIOR CONNECTORS AND 20. WIDER THAN II SHEATHING TO EACH BEARING,FACE NAIL 3-8d - TYPICAL BUILT UP BEAM DETAIL NAILING TOBE STAINLESS STEEL. ( NTS C9 - E.MAIN LATERAL SYSTEM PRESSURE=42 PSF 21. BUILT-UP CORNER STUDS 24"O.C. 16d AT A.ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE I - FOUNDATIONS INSTRUCTIONS IN THE E SIMPSON CATALOG.INCORRECT FASTENER 22. BUILT-UP GIRDER AND BEAMS 32"O.C.AT TOP&BOTTOM ZGd AT QUANTITY,SIZE,TYPE,MATERIAL,OR FINISH MAY CAUSE THE CONNECTION 'r I.. SOH-9 AGING: TO FAIL.16D FASTENERS ARE COMMON NAILS IS GAGE X 3-1/TJ AND 23, 2-PLANKS EACH BEARING 2-16d AT }} ". SPREAD FOOT INOS.._.......DESIGNED FOR A MAXIMUM ALLOWABLE BEARING CANNOT BE REPLACED WITH 160 SINKERS(9GAGEX 3-1/4")UNLESS Barnstable Bldg. a 1. PRESSURE OF 1.0 TSF OTHERWISE SPECIFIED. 2. EXCAVATION.......................EXCAVATE TO LINES AND GRADES TO PROPERLY B.BOLT HOLES SHALL BE A MINIMUM OF 1/32"AND A MAXIMUM OF 1/I6"LARGER �- INSTALL FOUNDATIONS ON UNRESTRICTED SOIL IN NO CASE SHALL THE BOTTOM OF FOOTING BE LOLP.I ED LESS THAN 4'-0"BELOW THE LOWEST ADJACENT I MAN THE BOLT DIAMETER(PER THE 1997 NOS,SECTION 8.:.2.1.).. NUT 1 WASHER y. ' SURFACE EXPOSED TO FREEZING. ESIVE Approved }/• C. INSTALL ALL SPECIFIED FASTENERS O[FORE LOADING THE CONNECTION. - \ EPDXY EN BOLT OR COMPLETELY AN HOLE IN ' E%(STING �-BETWEEN BOLT OR REBAR AND HOLE IN WALLS. 3. BACKHLL UNDER SLAB OR GRADE.-............BACKFILL WHERE REQUIRED BELOW D.PNEUMATIC NNLER$MAYBE USED TO INSTALL CONNECTORS,PROVIDED ANCHOR BOLT MpTERIAI� f FEE DE S.S.SCREEN TUBE AT MASONRY WALLS. 1 �//�OR REBAR Lr,Jam/ SLABS WITH APPROVED GRANULAR SOIL PLACED IN 6"LAYERS AND COMPACTED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED Permit # i L TO 95z DENSITY AT OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-1557, "D"=BOLT OR "H"=MOLE CIA. • � ■ a IN NAIL HOLES.TOOLS WITH TU HOLE-LOCATING MECHANISMS SHOULD METHOD D. REBAR BOLT DIA ET REQUIRED REQUIRED HOLE �' -- BE USED.FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE A6 _ a. FOUNDATION PLACEMENT AND PROTECTION..............DO NOT PLACE FOUNDATION THE APPROPRIATE SAFETY EQUIPMENT. OUTSIDE DIA. OUTSIDE DIAMETER EMBEDMENT LENGTH DIAM[TER'tl CONCRETE IN WATER OR ON FROZEN GROUND.PROTECT IN-PLACE FOUNDATIONS E.JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR - "D"(INCHES) "E"(INCHES) (INCHES) t AND$LABS FROM FROST PENETRATION UNTIL THE PROJECT IS COMPLETE.DO NOT SEAT AND THE GAP BETWEEN THE JOIST AND THE HEADER - EMBEDMENT .. EXCAVATE WITHOUT ENGINEER'S WRITTEN PERMISSION.ANY SOILS BELOW HYPOTHETICAL.PLANES BEGINNING ATTHE BOTTOM EDGE OF EXISTING FOOTINGS LENGTH "E" SHALL NOT EXCEED I/8". 3/8 3 3/8 7/16 AND EXTENDING DOWNWARDS AND AWAY FROM THE FOOTING ATA I:I SLOPE. NOTES: 1/2 4 1/2 - 9/I6 12. UNLESS NOTED OTHERWISE,MINIMUM FASTENING OF WOOD MEMBERS SHALL 5/8 55/8 3/4 / 1.DRILL HOLES,CLEAN OUT AND INSTALL EPDXY AND BOLT OR REBAR IN 3/4 6 3/4 7/8 - CONFORM TO TABLE 602.3(I)OF THE 20121RC CODE.WHERE CONFLICT WITH ANCHOR STRICT CONFORMANCE OF EPDXY MANUFACTURER'S WRITTEN 7/8 77/8 1 1 NAILING SCHEDULE ON THIS DRAWING,USE HEAVIER NAILING. 1 RECOMMENDATIONS.REFER TO SPECIFICATION SECTION 03300 FOR BOLTS 1 9 1118 i ADDITIONAL EPDXY REQUIREMENTS. 11/4' 111/4 13/85/8 PREPARED er: 5. UNDERPINNING................DESIGN OF UNDERPINNING AND LAGGING BY 11/2 13 1/2 1 CONTRACTOR.SUBMIT DRAWINGS AND CALCULATIONS,STAMPED BY A 13. .ALL PLYWOOD OR OSB SHALL BE APA RATED AND SHALL RE ADEQUATELY SPACED - PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF ATJOINTS(1/8"TYP)ASREQUIREDBYAPAFOREXPANSION. 2.UNLESSOTI,FNGTEINDIHOEDOMETERINDICATE IN RJO'CONNELL i EMBEDMENT LENGTH AND MOLE DIAMETER INDICATED IN THE SCHEDULE f #3 BAR 41/2 1/2 MASSACHUSETTS,TOTHE ENGINEER FOR REVIEW - (THIS SHEET),FOR THE BOLT OR REBAR 512E INDICATED ON THE DRAWINGS. #48AR 6 s/8 &ASSOCIATES,INC. . 14. ALL SOLID WOOD POSTS SHALT.DE DOIIGLA55 FIR NO.1 OR BETTER. RS BAR 7 1/2 3/4 CIVIL ENGINEERS,SURVEYORS&LAND PLANNEF- - - 3.EPDXY BOND STRENGTH IS TO BE BASED ON A SAFETY FACTOR(S.F.)OF REBAR #6 BAR 9 7/8 00 M 2181 35. BEAMS NOTED AS"PSL"SHALL BE"PARALLAM"AS MANUFACTURED BY TITUS JOIST 4.0. Rnvn�A 470AR 101/2 1 oNEA eE��zls.a elo aJocoNwe�t�cntnpJ MACMILLAN(E=1,800,000 PSI,FB=2900 PSI).PARALLAM PRODUCTS SHALL BE #8 BAR 12 11/8 PREPARED FOR. ADEQUATELY STORED AND COVERED AT THE JOB SITE TO BE PROTECTED FROM #9 BAR 33 1/2 1 3/8 WATER DAMAGE PRIOR TO INSTALLATION. ` STRUCTURAT- STEEL NOTES - 16. BEAMS NOTED AS'LVL"SHALL BE AS MANUFACTURED BY TRUSS JOIST EPDXY DETAIL (�RIVATE MACMILLAN(E=1,900,000 PSI,FB=2,900 PSI).LVL PRODUCTS SHALL BE EPDXY L /1 L RESIDENCE STRUCTURAL SHAPES: -ADEQUATELY STORED AND COVERED AT THE JOB SITE TO BE PROTECTED FROM - j WATER DAMAGE PRIOR TO INSTALLATION. WIDE FLANGE SHAPES........_....ASTM A992,OR ASTM A572 GRADE 50(Fy=50,000 PSI) 73 AVEND EER 17. SHEAR WALL SHEATHING SHALL BE IN ACCORDANCE WIN SHEARWALL SCHEDULE. > ALL SHEETS SHALL BE STAMPED WITH THE MANUFACTURER'S INFORMATION AND - SECTION(HSSj.........................ASTM ASOO GRADE 0(Fy=46,000 P51) SHEATHING CERTIFICATION. HYANNISPORT,MA= TYPICAL EPDXY ADHESIVE FASTENER SCHEDULE 18 ALL STUDS SHALL ALIGN WE TH JOISTS.AT TYPICAL AREAS SUCH AS OPENING B7 JAMBS,PROVIDE STUDS OR BLOCKING TO MAIN TAIN A SOLID CONTINUOUS LOAD NT9 PROJECT NAME'. i BOLTED CONNECTIONS..............FOR BOLTED BEAM CONNECTIONS NOT SHOWN ON THE PATH TO FOUNDATION. - - DRAWINGS PROVIDE THE FOLLOWING NUMBER OF A325 W DIAMETER BOLTS. 3 FOR W10 BEAMS - PROVIDE ANGLES AND PLATES WITH A THICKNESS TO DEVELOP THE CAPACITY Of THE BOLTS PROVIDED.AT EXPOSED BRACED FRAME - /(2)2.TOP PLAT. 732 S C U D D E R AVE CONNECTIONS USE A490 TENSION CONTROL BOLTS ROUND HEADS - ORIENTED TOWARDS BUILDING INTERIOR.TIGHTEN NUTS TO SNUG-TIGHT HYANN(SPORT,MA CONDITION. CONCRETE WORK: - - ) LVL(E1.9)HEADER SCHEDULE(U.N.O.ON PLANSI ANCHOR BOLTS...............................ASTM A307 OR ASTM F75S4 GRADE 36 BOLTS(UON) CONCRETE STRENGTH: PROVIDE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH FOR FIELD - I. CONCRETE:4000 PSI NORMAL WEIGHT FOR ALL CAST IN PLACE CONCRETE. �- D WALLS ON THE DRAWINGS 2z6 STUD ROOF ONE FLR ONE FIR + ROOF } PORTLAND CEMENT: ASTM CLSO,TYPE 11.WATER CEMENT RATIO AS REQUIRED FOR DESIGN STRENGTH. HEADER SEE _--- OPEN Nf _ SEAL i WELDING ELECTRODES ...........CONFORM TO AW$SPECIFICATIONS FOR ELECTRODES • 2z STUD SCHEDULE fCR ' 2%BLOCKING rFgMA i BASED ON WELDING AGGREGATE: NORMAL WEIGHT:ASTM C35.WITH MAXIMUM SIZE OF%". FRAMING. SIZE 1 ' - Sp�tR I. PROCESS AND THE TYPE AND GRADE OF STEEL(E70M MIN.) SEE fRAMIN6 ` LESS THAN 3'0* 3 1.75)(55 3-1.75%5.5 3 1.75X5.5 WATER: POTABLE PLAN FOR ADD'L _ / ERECTION ...PROVIDE ANCHOR BOLTS,STEEL WEDGES.THREADED SLUMP, ACIIABLE 3USA INFORMATION \ 9MID-HEIGHT '� 04LLq M ' SCREWS OR SHIMS TO SUPPORT AND PLUMB ALL COLUMNS.GROUT SOLID UNDER BASE OPEN TYPICAL D BEARING 3 1"to 5-0 3-1.75%7.24 3-1.75X7.24 3-1.%5X%.24I PLATES(OR SHIMS T AFTER COLUMNS AND PLUMB.UMNS.GROUT SOLID UNDER BA ADMIXTURE: ASTM C260 AIR-ENTRAINING AGENT AS REQUIRED FOR A TOTAL ENTRAINED AIR e PROVIDE WALLS 'V Ma JJIpT' WALL ANCHORS OR ANCHOR BOLTS FOR ALL BEAMS RESTING ON CONCRETE AND ALL CONTENT OF 6%:1.5%FOR ALL CONCRETE EXPOSED TO FREEZING.DO NOT USED I ��� v OTHER NECESSARY CONNECTING HARDWARE.SET ANCHOR BOLTS USING TEMPLATE CALCIUM CHLORIDE. - - P rnl DONOTFIELDCUTOR f.1ELO MODIFY ANY STRUCTURAL STEEL WITHOUT PRIOR 5'-i'to 7'-0. 3-I.75%9.5 3-1.75X 95 i 3175X9.5 '°f'rSfONAL ERGS WRITTEN APPROVAL By ARCHITECT FOR EACH SPECIFIC CASE. STEEL ASTM A615 GRADE 60 A DESIGNED BY: ,D REINFORCEMENT; ASTM A185 FOR WERE FABRIC. 7.-1"to 8'-0* 3--1.75XI1.25 3-1.75X 11.25 3-1.75%I1.25 `n ........SHOP PRIME ALL STEEL NOT ENCASED IN CONCRETE PROVIDE#6 CHAIR BARS.HIGH CHAIRS,TIES,CLIPS,SL 48 BOLSTERS AND OTHER ` DRAWN BY: PAINT............................... OR TO BE FIREPROOF FOR ALL EXPOSED STEEL,USE A THREE COAT PAINT SYSTEM WITH A ACCESSORIES WHERE NOT SPECIFIED ON THE DRAWINGS IN ACCORDANCE WITH NOTES: RENEWED Br: .3 ZINC-RICH PRIMER,ON EPDXY INTERMEDIATE COAT.AND A PROTECTIVE TOP COAT,OR MANUALOF STANDARD PRACTICE OR DETAILING REINFORCING CONCRETE ) `� SCALE: m HOT-DIP GALVANIZE THE STEEL AFTER FABRICATION IS COMPLETE. .STRUCTURES ACT 315 OR CRSI-W RSI MANUAL OF STD PRACTICE. I- PROVIDE AND INSTALL HEADERS IN ACCORDANCE WITH THE ABOVE (2W WHEN EPLATE BEARING `., SCHEDULE FOR INDICATED ROUGH OPENINGS ON ARCHITECTURAL PLANS AND DATE: I FABRICATION.................................. WHEN BEARING SHOP FABRICATE TO GREATEST EXTENT POSSIBLE BY UNLESS NOTED OTHERWISE.HEADER SPANS EXCEEDING TABULATED VALUES a OPENINGS: PROVIDE 2-#6 AT EACH SIDE OF ALL OPENINGS IN WALLS AND$1A85 AND ON CONCRETE DRAWING NAME: 'I WELDING INCLUDING BEAA1 STIFFENERS,COLUMN CAPS AND BASE,RULES AND EXTEND 2'-6"BEYOND THE OPENING OR AS DETAILED,EXCEPT VERTICAL BARS PLATE IS TO BE SHALL BE NOTED ON FRAMING PLANS. CONNECTIONS.SUBMIT COMPLETE SHOP DRAWINGS FROM FIELD DIMENSIONS FOR THE AT SIDES OF OPENINGS IN WALLS ARE TO EXTEND FROM FLOOR TO FLOOR.BARS PRESSURE - a ARCHITECT'S APPROVAL OF ALL STRUCTURAL STEEL PRIOR TO FABRICATION. MAY BE MOVED ASIDE AT OPENINGS OR SLEEVES BUT DO NOT CUT OR OMIT. _. PROVIDE}'MINIMUM BORING AT EACH END. �I u LTREATED(P.T.) \ ' ;OYES < ^+ I STANDARD SPECIFICATIONS...........AISC SPECIFICATIONS FOR STRUCTURAL STEEL MINIMUM CONCRETE PLACED AGAINST EARTH.................................................3" I GENERAL N CONCRETE SLAB ON GRADE BOTTOM._.._................._..................................._1 Yx" !. (2)2z JACK STUDS FAC I i BUILDINGS.ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN,THE ALSO CODE OF I - i STANDARD PRACTICE,AND AWS STRUCTURAL WELDING CODE-STEEL. COVER: SLABON GRADETOP......................................................................1" SIDE OF CPENIHG c FORMED CONCRETE EXPOSED TO EARTH,WATER OR WEATHER.......2^ TYPICAL DETAILS m 2 E FORMED SLABS TOP AND BOTTOM.................................................. INTERIOR FACES OF WALLS................ ...1" DRAWING NUMBER: 4 m ( ...............................................2" ., COLD MNS OR PIERS REINFORCEMENT - F MINVAU.M REINFORCE ALL WAILS WITH#4 @ 12"IN EACH WAY EACH FACE AND 2-16 EACH EDGE,U.N.O. ' S G So I REINFORCEMENT: IN SLABS,PROVIDE AT LEAST 0,0018 TIMES THE AREA OF CONCRETE IN EACH DIRECTION,U.N.O. O SPLICING OF AS SHOWN ON PLANS BUT NOT LESS THAN 40 DIAMETERS FOR SLABS AND BEAM BOPROJECT NUMBER: TTOM BARS, �o REINFORCEMENT: AND NO LESS THAN 48 BAR DIAMETERS FOR WALLS AND BEAM TOO BARS.PROVIDE A LAP OF 8" TYPICAL HEADER SCHEDULE JAB 18564 3:N Y,OR ISPACES,WHICHEVER 15 LARGER,FOR WWF.TIE WIRES TOGETHER AT LAP. ON L--'---'-- -----"-"-- Copyright 02018 AY R.J.O'Cu-1114 Aisoc 11,Inc. >I (2)3/4"0 HOLES FOR E' -AT LVL A325 BOLTS' ) O USE Y'"OA3O7.LAG BOLTS AT LVL CONNECT N / ECTIO IYPICAL ! ! 5'-0" ' 17'0' .. 19'-2" ) i Al i f '..,._, CAP PLATE AT j .. .._.. ..,._.._... .-.. ---FIREPLACE STEEL BEAM 2'-0 FOUNDATION EDGE OF \ " _ CONCRETE -B$ . (4)W o HIES FOR(4) ........ ... ' Y ge'd HLTI KWIC( MIT 3 t ICONCRETE. e r - MIN 4 .BED INTO COLIC --- TO T_-......._..... .. 10"WIDE CL..,T[Cl POST TYPICAL- ' �- I BASEMENT SLAB r .�— ' -------- ., �YP!CAL I (4)%'o HOLES GR F o P �iID&BOT - 4 o F1554 ANCHOR 80LIS 6"I 4 1f4✓ 't 5"SLAB ON GRADE i � - •: �• _�f� �I /\ I REWF.Wl6',c6"-W2.9zW2.9 I ' _. kS RFBAR 2 3 ' - W.W F.ON VAPOR BARRIER I. _ _ - Iz' "I / : ON6"COMPACTED SAND) 5 • ....._•. .......... - -.F,f. - Y _ _. .;• •^ " CL OF STEEL POST j i SLAB ELEVATION(-8'-D") Y 1 • I 1/2"THICK PLATE _ BASE PLATE AT f -EXTERIOR FOUNDATION WALL BASE PLATE AT INTERIOR FOOTING I �-___.. ..._ .....__ ....... s. SECTION C4 DETAIL C3 - - 12"THICK PAD W/ NS REBAR@12"Oc E.W. , ROT I A3 I--- 6 B z o TYP i STEEL BEAM SEE PLANS FOUNDATION I • I i WINDOW WALL BELOW--�- "CAP PLATE SEE I I TYPICAL i - DETAILC3/Sl - 6"5T0 PIPE STEEL COLUMN 32" : �SI \" 3Z" — 3 —I (4)ANCHOR BOLTS r 5"CONCRETE SLAB ! - '� I : BASE PLATE ON I ) 6z6"WZ.9zW2.9 W.W.F. : NON-SHRINK GROUT. Nry / SEE DETAIL BI/5002 - .,,m,y,k_. A�,.FOOTING WDn........x. - PREPAR BY ITH r TOP OF SLAB j ()H5 BARS E W. BASMENT - --- ---PnECASTOULKIIEAO 1 :' BOT r - DR C+'CONNELL I ro I INSTALLED PER / E&ASSOCIATES,INC. 'k}qj, 4' SLAB I g � "a SPECIFICATIONS S ` aom .lee <! v 1>r1 vim? ge `' ,, • s .. ._ __.- .._____ _._ _.. _ _..- -._-.-_....- _._I PREPARED FORE e I ! I: I S,SURVEYORS 8 LAND PLANNERS �ry \ \ I EPne oIV e - is - jCOLUMN FOOTING 6"CRUSHED 6 CRUSHED 3 kS BOTTOM - SPREAD FOOTING - • r RESIDENCE S NIA3� STONE EA.WAY �n 1 6 MIL VAPOR - 6MIL VAPOR s1 - 732 SCUDDER BARRIER VAPOR ,�.•: BARRIER 3 ~I 1 AVENUE _ SEE FOUNDATION PLAN 3 a T-6" 20'-6" 13'-2Z• HYANNISPORT MA SECTION g4 SECTION B3 PROJECT NAME: j r (E)21 SOLE PLATE 2z STryP �(C)'E--LOOK SHEATHING 'E) STUD 2 SOLE PLATE - ° _ 732 SCUDDER AVE BLOCKING @4"-0'Dc - FOUNDATION PLAN yy ,Xr i-a I&G vLvxooD -_.— - HYANNISPORT MA (E)EXTERIOR / TOP OF E FIN. (E)EXTERIOR � L FOP OF L FIN• SCALE: If4'=1-0 SHEATHING _ FIRST FLOOR IIr =�L 'top LOOK • e 511._ATI!Nv - 'fL.=0'-U" NOTES: - 2X NAILER - 1. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 4'-0"BELOW ADJACENT GRADE. 2z RIM BOARD ---�I• t`` �� I Ri41 BO..nO—I-� - 2, BOTTOM OF ALL INTERIOR FOOTINGS SHALL BE 18'BELOW GRADE. - SEAL. �1N'IF A{q I I I I `�IE)I100 JOISTS, I DBL SILL PLATE '�• --. SEEPLAN.OR SIZE, i� (PRESSURE TREATED) . OBL SILL PLATE TAN,AND SPAL.INL, ]. SEE FOUNDATION PLAN FUN FUUI ING AND FOUNDATION WALL.SIZES F r.gNAS TOP OF WAL PRESSURE TREATED---4 �O OALLIOAN _ TOP OF WALL(L 4. ALL SILL PLATES SHALL BE 2 2.PT LUMBER W 5 8"0 ANCHOR BOLTS 48"-.,6"FROM ENDS UNLESS .• EL.--10"x NOTED OTHERWISE IN SHEAR WALL SCHEDULE.SEE NOTE 5. 9 Ne 3,,1 G�e WATER PRODANCHORSOLTS, I12' "O RG,SrEPb 4. om SEE ARCH DRAWINGS SEE FgAM ING PLAN J 5 aI INDICATES SHEAR WALL PANEL IDENTIFICATION.SEE SCHEDULE FOR PANEL THICKNESS, \\fs3'JONgt E '� t--`-- FOR SPACING RATING,NAILING SIZE ANOSPACING,HOLD-DOWNS AND TOP PLATE ATTACHMENTS AS REQUIRED 6 �... 1"0 ANCHOR BOLTS i 1 SEE FRAMING PLAN FOR SPACING II2" ° ��' I 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO POURING FOUNDATION. DESIGNED BY WATERPROOFING �. SEE ARCH.DRAWINGS FOUNDATION WALL.,SEE 6 T k5 HO TT CONT. �I DRAWN BY: REVIEWED BY FOUNDATION PLAN(30") FOUNDATION WAIL,SEE TOP&BOTTOM SCALE: 'm FOUNDATION PLAN &MID WALL,TYPICAL ISOLATION JOINT --ISOLATION JOINT DATE: �' O .. .. ..... FILTER FABRIC bRAN4NG NAME: FILTER FABRIC BASEMENTS SEE ARCH 1 I k I' 4"DIA.PERFORATED SEE ARCH J-F\j _ � TOP OF STAR 4"DIA.PERFORATED ,-- _ ASEMENT SLAB PERIMEIFR DRAIN SEE }ax t : TOP OF SI AR a iRIMETER DRAIN SEE EL.=-8'-0" ARCH.TYPICAL IF hEQ L -�Bp / {/l� NRCH.TYPICAL IF RFQ "e EA T4✓,7• {tY t l # •. El.-10'-0" (/LG rL G✓� 1 Ln - -2z4 SHEAR KEY ry ry r m 2z4 SHEAR KEY C , CONT. �� ... ...... DRAlY1NG NUMBER:' IS � r: i N O PROJECT NUMBER. N SECTION A4 SECTION A3 i 18564 ❑o COPYrgN 0.1018 ay R J.O'Conne:l fl Aseocutea,Inc. L. 7 --- t ERJOc 11 , •( 10•'la•, ( 11'-a.• 9'1�. 9'216" L A3--- -Pi ----- ' 'I r:, i I': n f '•I i Il n I� Aq� A3 S2 • m( I I Ii .III II. i u I lt`2xE FJ$ WJ I O Ox22 m - J - -- - L NOT USED B3 I Aa : - -- , r Az I s i }'0 THRU DOLT. 0 - - -(2)2X BLOCKING NUT&WASHERS I i ----- - - - - _ _ sl — — 1L /.., 1E12xE FJ'S I`_�=. _ --- -3 -- —_ 1! PREPARED BY: pp L 1 — NNELL' _ _ - J TES,INC. $IMPS• / / r --- = -�- - _` - -- - • CIVIL ENGINEERS,E RS,,SSURVEEYYORS&LAND PLANNERS - )—CENTER LINE eP M xiE AVENVE s > HANGER / I WE BEAM `IE)zx JOISTS ' oNPNon J PREPARED FOR }"PLYWOOD_/ W10x22 W1022 i ,� 1, II l: I f ,'I �r il: TII i PRIVATE NOTE: _ I ;. �I II I .I I I I; I RESIDENCE r I If—ry- — 732 SCUDDER 1.BOLTS SHALL BE SPACED I6"oc STAGGERED,S"FROM ENDS !I it i iI I i Irt 'I 'I AVENUE HYANNISPORT,MA i III I SECTION 63 } I li :.�' I �. :I I' i� i Ii I i PROJECT NAME 2x STUD Z. SOLE PLATE _}• I' -- - e TYp }'f&G PLYWOOD 2x STUD 2x SOLE PLATE • LL - - A3 _ 732 SCUDDER AVE BLOCKING @ 4'-0":x TYP-� 1'T&G PLYWOOD - S' "\- _," — TDP Of FI". °_ FIRST FLOOR FRAMING PLAN EXTERIOR PLYWOOD FIRST FLOOR EXTERIOR PLYWOOD TOP OF FIN I EL=0'-0" FIRST FLOOR I�_ EL.=O'0" SCALE. t/ =7'-0" 2X NAILER , y- ENGINEERED L NOTES. RIM 1.FLOOR ELEVATION:SEE ARCHITECTURAL PLANS.' SEAL: 2x RIM BOARD "' r- ' • " OBL SILL PLATE FLUOR JOISTS, SEE PLAN FOR SIZE, 2-LVL's OR VERSA TH'If(PRESSURE TREATED) 7 OF WA „1 DBL SILL PLATE SPAN,AND SPACING LAMS BF.ARINf.,ON WALLS SHALL 6F SUPPORTED ON(s)[XB POSTS U.N.O [ Pq ES SURE TREATED-- TOPO WALL • EL 1'-2" 3.FLOOR DIAPHRAGM SHALL BE','a"T&G W/12d @6,6,10,LONG PANEL EDGES ti m �• �• CL-1 2 PERPENDICULAR TO JOISTS. DAL 1 WATERPROOFING - ;S LgAN .J m 5/e"0 ANCHOR BOLTS. • SEE ARCH.DRAWINGS SEE FRAMING LA J 4 FULL2 BLOCKING SMALL BE PROVIDED T8' N J'90 ! ) �— x A 0 MAX FROM BEARING WALLS/BEAMS 'P ' 2 �f} P N SEE FRAMING ANCHOR BOLTS —, I FOR SPACING AND 8 0 MAX BETWEEN BLOCKING ROWS. FDrSr EPCc y $O \ I SEE FRAMING PLAN FOR SPACING 12` ' 6- Al ENpp-S ;1. $.FULL 2X BLOCKING REQUIRED BETWEEN JOISTS ON BEARING WALLS AND AT WALLS WATER PROOFING y' 8• \ 1 BEING SUPPORTED ABOVE.SEE TYPICAL DETAIL. DESIGNED BV: } SEL ARCH.DRAWINGS j FOUNDATION WALL,SEE �-(2)95 HORV..CONT DRAWN BY: \J 4 FOUNDATION PLAN(10") - FOUNDATION WALL,SEE— TOP&BOTTOM - 7.ALL POST TO BEAM CONNECTIONS W/POST 4x6(U.N.O.)OR LARGER$HALL NAVE COLUMN CAP �•3 fOUNDATION PLAN &MID WALL TYPI L CON REVIEWED BY • ISOLATION JOINT FILTER FABRIC ' - l� ISOLATION JOIN I'CA CONNECTIONS. SCALE: FILTER FABRIC SEC ARCH BASEMENT SLAB ...... - 8 r INDICATES BEAM/JOIST CONNECTION FLUSH TOP 4"OIA.PERFORATED ` h,J " �1 4"DIA.PERFORATED F SF ARCH wTE: A TOP OF SLAB ASEMENT SLAB PERIMETER DRAIN,SEE t 1; Y a. ' PERIMETER GRAIN,SEE "" ' _ - % CL:-10'-0" T �E �� 9"" INDICATES FLUSH BOTTOM DRAVNNG NAME: , • ARCH.TYPICAL IF REQ. R -.,J �. • • ` ! ARCH TYPICAL IF ftEQ x� Y Y CL y� Oi OF$LAB (\_ L J �^ 1 ,`P G( "', "' .0-s-0" 10 I INDICATES FIRST FLOOR SHEAR WALL PANEL,SEE DRAWING SCHEDULE,NAILING,HOLD-DOWNS, i �• AND I�IPLATE CONNECTIONS. (E) FIRST FLOOR. S i.. �' 2x4 SHEAR KEY UM OF O } DX PLYWOOD W/10D NAILS @ 6 12 UNLESS F I 11 ALL EXTERIOR WALLS$HALLBEAMINIM F "C 6'. FRAMING PLAN } i -2x4 SMEAR KFY INDICATED AS SHEAR WAIL..SEE NOTE 10. 1 " f ' •.'_._ • ._(3)#5 CONT. - F " _ (3)nS CONT. I 12. - INDICATES DECK JOIST TIE BACK,SEE TYPICAL DETAILTB O RAWING NUMBER: -/AJ Y SECTION A4 SECTION PROJECT NUMBER ''' ''O , _V-0 A3 '18564 -- --- COPyr ht 02018 by R.J.0'CO1re11&Alscci-3.Inc ' — -------'--- 3 ° 0 10 ' EXISTING INTERIOR WALL ; Barnstable Bici '?c'pt. z CONFIG.AND WINDOWIDOOR i / ASSEMBLIES TO REMAIN. IJ?' ' /Ai,/� p j Approved l 0 Q � 04 I Permit # : { > 5 T GADS 3,-0" Z d O'IMIN. r i -O - - o_ SMOKE DETECTORS REVIEV' r_ co c STIN REMOVED IT E TI BARNSTABLXBUI�LDINGREMOVED IN ITS ENTIRETY - ' DEPT. QA-iE w STAIR 01 ! 4�,1cq UP TO FI.Oi - _F-79,�11/_s4 '7i� —�_ .___--__.._����j=/L�-/ Z FIRE DEPARTMENT DATE s „— BOTHSiGNATURCS APE REQUIRED FOR PI70 ITTING �GD ° Pa ddd - ° - -- daQ "41 alq nsu ie8 F ;a soQN rn 7c�a�°D _: P Wasp siffl CONSTRUCTION NOTES 1.DO NOT SCALE DRAWINGS.ALL DIMENSIONS ARE TAKEN FROM FACE OF MASONRY OR ROUGH FRAMING.CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO 13.THE CONTRACTOR AND ALI.:UBCONTRACTORS MUST VISIT THE SITE TO VERIFY EXISTING CONDITIONS PRIOR TO ANY WORK.EXISTING CONCEALED CONDOIONS AND CONSTRUCTION AND NOTIFYARCHITECT OF ANY DISCREPANCIES. CONNECTIONS ARF.BASED UPON INFORMATION TAKEN FROM LIMITED FIELD INVESTIGATIONS.CONTRACTOR SHALL MAKE REQUIRED ADJUSTMENTS TO SYSTEM COMPONENTSAS Drawing Information: NECESSITATED BYACTUAL FIELD CONDITIONS AT NO ADDITIONAL COST TO OWNER OR ARCHITECT REPORTANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD d 2.CONTFACTOR SHALL INSURE ALL WORK IS IN CONFORMANCE WITH ALLAPPLICABLE BUILDING CODES.WORK SHALL BE COMPLETED IN STRICTACCORDANCE WITH THE LATEST CONDITIONS TO THE ARCHITECT BEFORE CONSTRUCTION BEGINS. TCT xu"e EDITIONS OF THE MASS.UNIFORM FIRE PREVENTION AND BUILDING CODE,MASS,ENERGY CONSERVATION CODE,MASS.PLUMBING CODE,NATIONAL ELECTRIC CODE,AND ALL OTHER �: 2 0 1 B-2 4 4 FEDERAL,STATE AND LOCAL AGENCY REGULATIONS HAVING JURISDICTION OVER THIS PROJECT IN THE EVENT OF MY DISCREPANCIES BETWEEN AGENCY REQUIREMENTS. 14.UNLESS OTHERWISE I NDICATED ALL INTERIOR FINISHES SHALL BE AS DIRECTED BY THE ARCHITECTS FINISH DRAWINGS(900 SERIES) c CONTRACTOR SHALL OBSERVE THE MORE STRINGENT OF REQUIREMENTS. - I wxee J R K �. 15.CONTRACTOR TO OBTAIN MD PROVIDE OWNER WITH COLOR SAMPLES FOR PROPER COLOR SELECTION AND FINALAPPROVAL OF ALL FINISHES PRIOR TO INSTALLATION. 3.ALL WORK SHALL COMPLY WITH THE STANDARDS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS(NBFU),INDUSTRIAL RISK INSURANCE UNDERWRITERS(IRI),FACTORY MUTUAL '.T T D ^� (FW),OR THE APPLICABLE RATING BUREAU.THE NATIONAL ELECTRIC CODE(NEC),THE AMERICAN GAS ASSOCIATION(AGA).AND THE AMERICAN SOCIETY OF HEATING AND AIR 16.INTERIOR FINISHES SHALL BL CLASS C(SURFACE FLAME SPREAD RATING OF 76200)MINIMUM I N CONFORMITY WITH GENERALLY ACCEPTED STANDARDS.CARPETING SHALL.BE Eo en CONDITIONING ENGINEERS(ASHAE),OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA),APPLICABLE STATE AND CITY BUILDING CODES AND THE REQUIREMENTS OF ALL CLASS 2 WITH A MINIMUM CRITICAL RADIANT FLUX OF.22WATTS PER SQUARE CENTIMETER. 3 PUBLIC UTILITY COMPANIES SERVING THE PROJECT SITE. 1 21 2 01 1 8 0 17.ALL GYPSUM BOARD WORK SHALL BE DONE IN ACCORDANCE WITH THE DRYWALL CONSTRUCTION HANDBOOK,LATEST EDITION,PREPARED BY UNITED STATES GYPSUM.ALL 4.CONTRACTOR(AND HIS SUBCONTRACTORS)SHALL BE LICENSED BY THE STATE IN WHICH THE PROJECT IS LOCATED AND APPROVED IN ADVANCE BY THE OWNER, JOINTS AND SEAMS SHALL BE TAPED AND FINISHED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 1 I A• = 1 -O S.CONTRACTOR SHALL FILE ALLAPPLICATIONS,PAY FOR ALL NECESSARY PERMITS AND SECURE CERTIFICATES OF OCCUPANCY FOR THE PROJECT. 18,PAINTING FOR GYPSUM BOAR'J AND WOOD CONSTRUCTION PROVIDE TWO(2)FINISH COATS OF PREMIUM GRADE PAINT OVER SINGLE COAT OF COMPATIBLE PRIMER,PROMAR 200 SERIES BY SHERWIN WILLIAMS.CLEVELAND,OHIO OR APPROVED EQUAL.ALL PAINT BY SINGLE MANUFACTURER. E. - 6.ALL WORK IS TO BE COORDINATED WITH THE OWNER.THE CONTRACTOR IS TO MEET WITH THE OWNER PRIOR TO STARTING CONSTRUCTION.THE CONTRACTOR WILL PRESENT THE ) . BUILDING PERMITAND INSURANCE CERTIFICATES TO THE OWNER PRIOR TO STARTING CONSTRUCTION 19.GC TO VERIFYALL WINDOW LOCATIONS AND SIZES FOR REPLACEMENT SCOPE.ANY LOCATIONSISIZES IN CONFLICT WITH NEW CONSTRUCTION ASSEMBLIES SHALL BE BROUGHT' 7.CONTRACTOR SHALL PROVIDE ANY NECESSARY MEASURES TO PROTECT THE WORKERS AND OTHER PERSONS DURING CONSTRUCTION. TO THE ARCHITECTS ATTEN{ION_IN WRITING,IMMEDIATELY. 20.THE OWNER AND CONTRACTOR SHALL INDEMNIFY MD HOLD HARMLESS WE DESIGNER FROM AND AGAINST CLAMS.DAMAGES,LOSSES AND EXPENSES ARISING OUT OF OR FIRST "b 8.CHECKWITH THE OWNER FOR COORDINATION OF THE WORK UNDER THIS CONTRACT WITH WORK OF OTHER TRADES.OWNERS REGULATIONS GOVERN ALLASPECTS OF OUTSIDE RESULTING FROM THE PERFORMANCE OF THE WORK,PROVIDED THAT SUCH CLAIM.DAMAGE.LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH. S CONTRACTORS WORKING ON THE PROPERTY OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY,BUT ONLY TO THE EXTENT CAUSED BY THE NEGUGENTACTS OR OMISSIONS OF THE CONTRACTOR,A SUBCONTRACTOR, FLOOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ORANYONE FOR WHOSE ACTS THEY MAY BE LIABLE. 9.CONTRACTOR SHALL KEEP THE JOB FREE OF DEBRIS AND MAKE FINAL CLEANUP TO THE SATISFACTION OF THE OWNER.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL �1 CONSTRUCTION DEBRIS FROM PROJECT SITE AND SHALL PROVIDE DUMPSTERS ETC,AS REQUIRED.REMOVE ALL DEBRIS ON A DAILY BASIS. - PLAN 10,CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING BUILDINGS AND OTHER INSTALLATIONS THATARE TO REMAIN INTACT WHILE PERFORMING THE WALL LEGEND °' SPECIFIED WORK.PROVIDE AND MAINTAIN FIRE EXTINGUISHERS ON PROJECT SITE DURING CONSTRUCTION. __ - o I NALL TO BE DEMOLISHED ...EXISTING WALL TO RECEIVE NEW SPRAY FOAM(FACE v.EO xuxeEx: c? 11.UNLESS INDICATED OTHERWISE,ALL MATERIAL FURNISHED AND INCORPORATED INTO THE WORK SHALL BE NEW,UNUSED AND OF QUALITY STANDARD TO THE INDUSTRY FOR FIRST ""'-"-----+ - TO STUD CAVITIESAND NEW GWB TO INTERIOR FACE dCLASS WORK OF SIMILAR NATURE AND CHARACTER.INSTALL ALL MATERIALS TO THE MANUFACTURER'S RECOMMENDATIONS AND BEST STANDARD OF THE TRADES INVOLVED. EXI STING WALL TO REMAIN NEW WALL 12.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS IN FIELD PRIOR CONSTRUCTION.NOTIFY ARCHITECT OF ANY DISCREPANCIES ON DRAWINGS. 2 o f 3 2'-61/8" 7-61/6" B'-01/2 - i G Z i i 2 TEAS 0 �i 0 - Q (D ... -- 15 RIR0S - 42 34" i- - \jIZUP TO IF tU CL Lij i D 0 FL01 LL N i Euj p 2'-65/B" T-11/4" 7-01/8" 3'-17/B" �i bow 5�2�R, `w 8 ffifi CONSTRUCTION NOTES �£� MRm ids; s 1.DO NOT SCALE DRAWINGS.ALL DIMENSIONS ARE TAKEN FROM FACE OF MASONRY OR ROUGH FRAMING.CONTRACTOR TO VERIFYALL DIMENSIONS IN THE FIELD PRIOR TO 13.THE CONTRACTOR AND ALL SUBCONTRACTORS MUST VISIT THE SITE TO VERIFY EXISTING CONDITIONS PRIOR TO ANY WORK.EXISTING CONCEALED CONDITIONS AND CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. .CONNECTIONS ARE BASED UPON INFORMATION TAKEN FROM LIMITED FIELD INVESTIGATIONS.CONTRACTOR SILL MAKE REQUIRED ADJUSTMENTSTO SYSTEM COMPONENTS AS Drawing Information: NECESSITATED BYACTUAL FIELD CONDITIONS AT NO ADDITIONAL COST TO OWNER OR ARCHITECT REPORTANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD d 2.CONTRACTOR SHALL INSURE ALL WORK IS IN CONFORMANCE WITH ALL APPLICABLE BUILDING CODES.WORK SHALL BE COMPLETED IN STRICTACCORDANCE WITH THE LATEST CONDITIONS TO THE ARCHITECT BEFORE CONSTRUCTION BEGINS. rtcrxuxem: 2 O 1 B-2 4 EDITIONS OF THE MASS.UNIFORM FIRE PREVENTION AND BUILDING CODE,MASS.ENERGY CONSERVATION CODE,MASS.PLUMBING CODE,NATIONAL ELECTRIC CODE,AND ALL OTHER FEDERAL,STATE AND LOCAL AGENCY REGULATIONS HAVING JURISDICTION OVER THIS PROJECT,IN THE EVENT OF ANY DISCREPANCIES BETWEEN AGENCY REQUIREMENTS.THE 14.UNLESS OTHERWISE INDICATED ALL INTERIOR FINISHES SHALL BE AS DIRECTED BY THE ARCHITECTS FINISH DRAWINGS(900 SERIES) ^� CONTRACTOR SHALL OBSERVE THE MORE STRINGENT OF REQUIREMENTS. ' er. J R K 15.CONTRACTOR TO OBTAIN AND PROVIDE OWNER WITH COLOR SAMPLES FOR PROPER COLOR SELECTION AND FINAL APPROVAL OF ALL FINISHES PRIOR TO INSTALLATION. 3.ALL WORK SHALL COMPLY WITH THE STANDARDS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS(NBFU),INDUSTRIAL RISK INSURANCE UNDERWRITERS(IRI),FACTORY MUTUAL TDI C (FW),OR THE APPLICABLE RATING BUREAU.THE NATIONAL ELECTRIC CODE(NEC),THE AMERICAN GAS ASSOCIATION(AGA),AND THE AMERICAN SOCIETY OF HEATING AND MR 19.INTERIOR FINISHES SHALL BE CLASS C(SURFACE FLAME SPREAD RATING OF 79200)MINIMUM IN CONFORMITY WITH GENERALLY ACCEPTED STANDARDS.CARPETING SHALL BE [a[n er CONDITIONING ENGINEERS(ASHAE),OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA),APPLICABLE STATE AND CITY BUILDING CODES AND THE REQUIREMENTS OF ALL CLASS 2 WITH A MINIMUM CRITICAL RADIANT FLUX OF.22WATTS PER SQUARE CENTIMETER, 12I2OI1 B 3 PUBLIC UTILITY COMPANIES SERVING THE PROJECT SITE. p 17.ALL GYPSUM BOARD WORK SHALL BE DONE IN ACCORDANCE WITH THE DRYWALL CONSTRUCTION HANDBOOK LATEST EDITION,PREPARED BY UNITED STATES GYPSUM.ALL al 4.CONTRACTOR(AND HIS SUBCONTRACTORS)SHALL BE LICENSED BY THE STATE IN WHICH THE PROJECT IS LOCATED AND APPROVED IN ADVANCE BY THE OWNER. JOINTS AND SEAMS SHALL BE TAPED AND FINISHED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 1/4' = 1'•0' S.CONTRACTOR SHALL FILE ALL APPLICATIONS,PAY FOR ALL NECESSARY PERMITS AND SECURE CERTIFICATES OF OCCUPANCY FOR THE PROJECT. 19.PAINTING FOR GYPSUM BOARD AND WOOD CONSTRUCTION PROVIDE TWO(2)FINISH COATS OF PREMIUM GRADE PAINT OVER SINGLE COAT OF COMPATIBLE PRIMER,PROMAR 200 SERIES BY SHERWIN WILLIAMS,CLEVELAND,OHIO OR APPROVED EQUAL.ALL PAINT BY SINGLE MANUFACTURER. nxvEuxce. - B.ALL WORK IS TO BE COORDINATED WITH THE OWNER.THE CONTRACTOR IS TO MEET WITH THE OWNER PRIOR TO STARTING CONSTRUCTION.THE CONTRACTOR WILL PRESENT THE BUILDING PERMIT AND INSURANCE CERTIFICATES TO THE OWNER PRIOR TO STARTING CONSTRUCTION 19.GC TO VERIFYALL WINDOW LOCATIONS AND SIZES FOR REPLACEMENT SCOPE.ANY LOCATIONSISIZES IN CONFLICT WITH NEW CONSTRUCTION ASSEMBLIES SHALL BE BROUGHT '= TO THE ARCHITECTS ATTENTION,IN WRITING,IMMEDIATELY. Ate' 7.CONTRACTOR SHALL PROVIDE ANY NECESSARY MEASURES TO PROTECT THE WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SECOND 20.THERESULTING NERFROM AND CONTRACTORPERFORMANCE OF INDEMNIFY AND HOLD HARMLESS THE DESIGNER DAMAGE, LOSS OR AGAINST ISATTRIBUTAGES,LOSSES ANDINJURY, SICKNESS, IC ES ARISINGDISEASE OF OR CONTRACTORS WITH THE KING ON THE PROPERTY. OF THE WORK UNDER THIS CONTRACT WITH WORK OF OTHER TRADES.OWNER'S REGULATIONS GOVERN ALL ASPECTS OF OUTSIDE OR TO INJURY TO OR DESTRUCTION O TA THENGIBLE WORK,PROVIDED UTHAT ONLY TO THE EX,NTCAU CAUSED THEXPENSEISATTRSOROLETO BODILY INJURY CONTRACTOR. DISEASE ORACTOR 1 o CONTRACTORS WORKING ON THE PROPERTY _ OR TO INJURY TO OR DESTRUCTON OF TANGIBLE PROPERTY BUT ONLY TO THE EXTENT CAUBED BV THE NEGLIGENTACTS OR OMISSIONS OF THE CONTRACTOR,ASUBCONTRACTOR, F L O O 1 OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE.9.CONTRACTOR SHALL KEEP THE JOB FREE OF DEBRIS AND MAKE FINAL CLEANUP TO THE SATISFACTION OF THE OWNER.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL r CONSTRUCTION DEBRIS FROM PROJECT SITE AND SHALL PROVIDE DUMPSTERS ETC.AS REQUIRED.REMOVE ALL DEBRIS ON A DAILY BASIS. PLAN LE O 10.CONTRACTOR SHALL BE RESPONSIB FOR THE PROTECTION OF ALL EXISTING BUILDINGS AND OTHER INSTALLATIONS THAT ARE TO REMAIN INTACT WHILE PERFORMING THE WALL LEGEND " R SPECIFIED WORK.PROVIDE AND MAINTAIN FIRE EXTINGUISHERS ON PROJECT SITE DURING CONSTRUCTION. ^' '—---—-- EXISTING WALLTO RECEWE NEW SPRAY FOAM INSUL. 11.UNLESS INDICATED OTHERWISE,ALL MATERIAL FURNISHED AND INCORPORATED INTO THE WORK SHALL BE NEW,UNUSED AND OF QUALITY STANDARD TO THE INDUSTRY FOR FIRST �- _ WALLTO BE DEMOLISHED ® TO STUD CAVITIESAND NEW GWBTO INTERIOR FACE sxenxurneEx: nCLASS WORK OF SIMILAR NATURE AND CHARACTER.INSTALL ALL MATERIALS TO THE MANUFACTURER'S RECOMMENDATIONS AND BEST STANDARD OF THE TRADES INVOLVED. EXISTING WALL TO REMAIN ;; .. &.se'. NEWWALL A ^ O 12.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS I N FIELD PRIOR CONSTRUCTION.NOTIFY ARCHITECT OF ANY DISCREPANCIES ON DRAWINGS. H L Z . _. (2)3/4'0 HOLES FOR. . ERJ.r (2)sr-"O A325'BOLTS: - / USE%"O A307 LAG BOLTS IfPILA � AT LVL CONNECTION I 17'-0•, 19'-2." .. 1 St - -CAP PLATE AT, _ ....... ...... _ r ._FIRE PLACE '...,r :.STEEL BEAM o. .. 63. - - . EDGE OFF _. _ - - , 2'-0" FOUNDATION - -' : CONCRETE �•,.. - 10 WIDE CONCRETE S - 1 (4)31'a'H015-FOR(4) - I , .._... '.._.' WALL W/(2)45'S• I_ - _ J 7.7 t HILTI KWIK R01.7} / — - ' Y' I .MIN.4 EMBED IN GONG.: - .. !._ TOP.MI lop Y CAL J __ STEEL POST .O.' : - SLAB. 2 _.. _. _. _- - _ ---- BASEMENT ..: - r TYPICAL .. (4)'%'9 HOLES FOR c .. , P I �' . _..._ ,r2 PLATE- I 4 o F7559 18• .. ..... _.—.—.— .......__.—. .ANCHOR BOLTS' I _ .6.. L I 5'SLAB ON GRADE •. - - . REINF.W/6'x6-W2.9xW2.9 - .: - - '� .. .___�._ .:; I ,. W.W.F..ON VAPOR BARRIER o - - :: ._ .. 2' I .. ON 6 COMPACTED SAND) - T�. RS REBAR I I .:• :, ' "'i "CL OF STEEL POST I SLAB ELEVATION(-8'-0� J 1/4, 1/2"THICK PLATE - 4'-0• I - - BASE PLATE AT . EXTERIOR FOUNDATION •WALLBASE PLATE At. - - . :. .. INTERIOR FOOTING.. , I %C4 : - t' i t S, s --- - - ----- - -- - - DETAIL _.I - SECTION C4 C3 4 z"reicK PAD W% 1 I.. t.-0. I "oC E.W. _ .RS REBAR @12 N. : BOT , A3 2 .. :,.. STEEL BEAM I SEE PLANS I FOUNDATION I ,. _ " '� i .. WINDOW WIN ' - _ ±• TYPICAL V"CAP PLATE SEE WALL BELOW---r—• - I - - �. `. .. - • DETAIL C3/s1 _ ' I I _ 4"STD PIPE STEEL COLUMN - B431 3Z 1'. i 1 as (4)ANCHOR BOLTS S"CONCRETE SLAB�' !:I BASEPLATE ON V," _ • I _ - �� ` - _ ... ... - . /'' / NON RI NK GROUT. I - .3;-050x12 D ...r .' bx6-W2.9.W2.9 W.W.F. : - SEE DETAIL B1/5D02 ' - - - . P_ REPARED BY: �T'T�7 T T V. (4)"SB BARS E.W. OFCOLV IV'E�"2" TOP OF SLAB BASMENT. _ - < 1 - - BOTS BAR$ &ASSOCIATES,INC. . .T E.W. EL-8-0 •ya �' Iry57plp pE CIVIL ENGINEERS,SURVEYORS&LAND PLANNERS �i G1M Ff .t'i ..y ^s♦T i`7• SLAB 1 BULKHEAD i NUE.SURE 201 STOV-1.end 2:00 . °D I i MANUFACWHLIC] '\ - "..c- NPHONE 0,00 RJOLO VNEELCON 0 — ✓��.{ SPECIFICATIONS h xGY •e`t P 7`-Jr S�'tycb.- r ^-''„b' •Fy PREPARED FOR: ^T - s.. :� "as= � •_ _ PRIVATE �.F'Si'E h 'S'•} COLUMN .�..* ; . FOOTING. - _ RESIDENCE • '- -6"CRUSHED 3-95 BOTTOM SPREAD FOOTING - - I - 6'CRUSHED .STONE -EA.WAY - A3 - - . . - 'sT 732 SCUDDER STONE AVENUE '6FAILVAPOR 6MILVAPOR - - _ _ - . BARRIER 3'- ". - 20'-6' 21. HYANNISPORTr MA . BARRIE0. _ - 3'-6' SEE FOUNDATION PLAN - .' PROJECT HAMS - SECTION B4 SECTION'B3 42'-q" 2x STUD /(E)2x SOLE PLATE- �2x SOLE PLATE - 32 �/IJU DDI R AVE TYP (E)r-LoorsSHEATHING (E)zxSTUD .. I FOUNDATION PLAN - /.BLoa1NG@4"-0"DC rrP' ,•T&G PLYWOOD - HYANNISPORT;MA IE)EXTERIOR / TOP OF E FIN. 'SCALE i/4'. - SHEATHING FIRSL FLOOR (E)EXTERING TOP OF E)FIN. ' 511CATN:NG �FIflST FLOOR - - . \, i ELcV-0" II i EL=O•p.• 2X NAILER I �r 1. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 4'-0"BELOW ADJACENT GRADE. � � - � � SEYaL -\; RIM BOARD I I _ „ 2x RIM BOARD' I ":�(1)FLOOR JOISTS... Qq 2. BOTTOM OF ALLiNTERIOR FOOTINGS.SHALC BE 18'BELOW GRADE. SEE PLAN FOR SIZE• OBL SILL PLATE �— DBL SILL PLATE SPAN,AND SPACING -3. SEE FOUNDATION PLAN FOR FOOTING AND FOUNDATION WALL SIZES. �C rHONAS �\ (PRESSURE TREATED) TO F WAL PRESSURE TREATED TOP OF W - ANCHOR BOLT o L.,6 FROM UNLESS _ A LIpAN _ AL '4. ALL SILL PLATES SHALL BE 2x PTLUMBER.W/5/e0A S48" "FRO ENDS I" NO J9,90 EL:-10"2 -- .EL=-10 NOTED OTHERWISE IN SHEAR WALL SCHEDULE.SEE NOTES - . \o•`xG.sTew°ogt°¢ . WATER PROOFING - m SEE ARCH.DRAWINGS . E55. S/8"O ANCHOR BOLT�12• QI SEE FRAMING PLAN 5. INDICATES SHEAR WALL PANEL IDENTIFICATION:SEE SCHEDULE FOR PANEL THICKN 3 ' ' FOR SPACING RATING,NAILING 512E ANDSPACING,HOLD-DOWNS AND TOP PLATE ATTACHMENTS AS REQUIRED. FTSIOb4l ENG 0 ANCHOR BOLTS I --' -o DESIGNED BY: -� SEE FRAMING PLAN FOR SPACING 12• - 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO POURING FOUNDATION. .DRAvvN BY: WATERPROOFING 6' `\ (21 RS HORIZ.CONT.- REVIEWED BY: SEE ARCH.DRAWINGS FOUNDATION WALL SEE FOUNDATION WALL.SEE TOP&BOTTOM - FOUNDATION PLAN(10") FOUNDATION PLAN &MID WALL,TYPICAL SCALE. / 3 ••r ISOLATION JOINT DATE q 1 FILTER FABRIC ISOLATION JOINT DRAVANG NAME: FILTER FABRIC BASEMENTSLAB SEE ARCH r / SEE ARCH TOP FSlAO PERIMETER ORA NASEE t'� B - CA'l Peril m :4"DIA.PERFORATED '\ TOP OF LAB G G� y (ftIMETER DRAIN SEE EL:8 0 ARCH.TYPICAL IF RE EL.-10-0 E. ` 'RCH.TYPICAL IF REQ _ .y• • _` t5 ASEMENTS N Z - 2x4 SHEAR KEV � 2.4 SHEAR KEY m E (31 f!5 CONT. MNG R Z �___..__ • __-_.�: — .�.- •.._... • I3)RS CONT. .. ORA\ NUMBE E H - PROJECTNUMBER. 18564 a S 1'ECTION A4 SECTION A3 X•E V-0' AID 20,0 oY R J.OConnel 8 A,xoca:es Inc COpy.g I .,� '� � � � '� �.. �� � � ., JO �� �� w ��. p4� � . �� �� ti � .. �; r„ , , off. 508-362-4541 fax 508-362-9880 I down cape engineering, Inc, -1 CIVIL ENGINEERS _. - .--LAND SURVEYORS 939 Main. st. yarMouth, Ma PARCEL 17 N/F D. ANDERSON LOCATION MAP NTS PROP. 2ND FLOOR CANT. DECK ASSESSORS MAP 286 PARCEL19 r ZONING DISTRICT: RF-1 (CURRENT) YARD SETBACKS: EXIST. FRONT = 30' sT 56.94' SIDE = 15' REAR = 15' +y2 t� I 'PLAN REF. - LCP 27102A FLOOD ZONE. C SHED AP DISTRICT �- I ELEVATIONS NGVD EXIST. 3 BR LEACHING x FACILITY .,<,, I m I m EXIST. DECK ALTERED TO SCR. I I O + ? I PORCH W/ADD'N i S ABOVE I + _;.J Im W I m 30 I z o I io 6.4' EXIST. Gi PORCH ( I EXISTING 3 BR DWELLING I x (CRAWLSP) I I b I TOP FNDN 31.7' PROP. NEW ROOF & HISTORIC I x PORCH DETAIL I I ttj 6.4 x I steps hi c l , o � LOT AREA 4,160f SQ. FT. L=15.3'f / , + PA ART Rojo) G i i i SEPTIC SYSTEM SHOWN AS PER INSTALLER'S CARD. SYSTEM INSTALLED IN 1998 (#98-724) SITE PION OF 732 SCUDDER AVENUE �\,A OF IN THE TOWN OF: 9 g A H E yGl (UYANNISPORT) BARNS TABLE U OJALP c„ PREPARED FOR: No 48 JAMES SHA Y 14 R`��,Q��� off. _ ARNE H. PE, LS DATE 10 0 10 20 30 SCALE: 1" = 10' _ DATE: JUNE 6 2003 02-424 THE I)EVLIN en RESIDENCEce ev In es eIl'o 732 Scudder Avenue HYazmi_sF7M NM Uuw 732 Scudder Avenue NOTES: Hyannisport, MA m GIYG faun bic..ewra GENERALS wORK NOTES Tw. GnG oesl�n, ®� ®� GENERAL CONTRACTOR ( TO MAKE THOROUGH VISUAL INSPECTION OF PREMISES IYG S PRIOR TO SUBMITTING G oesGn. - PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD .. - .. _. VERIFICATION AND INSPECTION. Itevldons: 2.. ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, - REGULATIONS, CODES OF THE MASSACHUSETTS STATE - - UNIFORM BUILDING AND FIRE PREVENTION CODE, AND THE P ORDINANCES OF THE TOWN OF WAREHAM AND OTHER AUTHORITIES HAVING JURISDICTION. 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT - -' APPROVAL. THE -CONTRACTOR SHALL ARRANGE FOR .. .. .. ALL REQUIRED INSPECTIONS AND SHALL PROVIDE THE OWNER - WITH. A' CERTIFICATE OF COMPLETION FOR ALL 'WORK - - - PRIOR TO FINAL PAYMENT. - 4. G.C. SHALL FOLLOW ALL MANUFACTURERi�,SPECIFICATIONS DRAWING SYMBOLS GRAPHIC SYMBOLS PROJECT INFORMATION AN.0 INSTRUCTIONS ON PREPARATION AND INSTALLATION OF PRODUCTS CALLED FOR UNLESS- OTHERWISE NOTED ON DRAWINGS. COLUMN GRID - Pro ect_Address: -EPfirH S. - ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING - _ (A F Column Or Grid Number - Y 732 Scudder Avenue EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, GS Design Group Inc. Number _: / Hyannisport, MA 02467 :LABOR AND EQUIPMENT PROVIDED BY THE CONTRACTOR 247 ONSET AVENUE,ONSET VnLAGE DETAILS - • o GRAVEL coMP.FILL 'EXCEPT AS -SPECIFICALLY NOTED, OR ARRANGED IN - P.O.Box 12000NSET,MA 02532 s DBawIIng Shown On 4:0�o n (only If NOT Same Dwg.) WRITING. TEL.508-295-2952 - �s�I�I��,������I� ROCK/LEDGE - OWNER .. - - - - .. FAX 508-743-0903 SECTION gllp���PIIIIIq o - - - - 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS info@gsdesigngroup.com Section Number _ Mr. and.Mr$. DeVlm OTHERWISE NOTED AS "EXISTED�� OR "RE-USE". Drawing Shown On 732 Scudder Avenue CONCRETE Hyannisport, MA 02467 7. ALL NEW WORK , G.C. TO PROVIDE SUBMITTALS TO GNG DESIGN OR VERBAL DESCRIPTION FOR APPROVAL. Phone: WALL TYPES - ALL WORK SHALL BE MADE RIGID, AND WORK ADEQUATELY BRICK 8. -�^Detail Number. - - - - _ _ BRACED AND SUPPORTED TO. SUSTAIN'ALL IMPOSED .LOADS CONCRETE BLOCK STRUCTURAL - - AND TO PREVENT MOVEMENT. - I!- DOOR NUMBER T. Varnum Philbrook, P.E. Do Number - 9. THE WORK SHALL BE CONSIDERED ALL INCLUSIVE AND SHALL - z%t Lett Used o More Than _ 107 Beach Street ng&Construction ' INCLUDE BUT NOT BE LIMITED TO PROVIDING ALL FINISHED One Door Into Space STONE 107 Beach Street ' WINDOW TYPE - � � - - - � - - PAINTING OF ALL. SURFACE, ELECTRICAL- WORK, PATCHING - CO Window Type Dennis MA 02638 AND ENCLOSURES OF DUCT WORK, AND BASEBOARD, ® STEEL (508)35-8682 ' Large Scale � CEIUNG HEIGHTS - Small Scale - - 10. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESS - - - - CI`1J BUILT-IN CABINETRY THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE FlNISHED WOOD - OF THE PROJECT BY THE OWNER. NOTATIONS. ❑1 Notat"an Reference Number ROUGH WOOD - - (Demolition Note) 11. THE CONTRACTOR .SHALL REPORT ANY DISCREPANCIES DETAIL AREA - Dimensional Lumber Only - IN THE PLANS AND SPECIFICATIONS TO Enlarged Detal Area THE. G1�1G- DESIGN._ _ THE CONTRACTOR TOR SHALL VERIFY ALL Deta3 Number BLOCKING DRAWING LIST Sheet rifle: Drawing Shown On CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, Misc.seed wood FOR PROPER LAYOUT. VERIFY ALL ITEMS PRIOR TO EQUIPMENT - - ORDERING. - - O- Equipment Reference Number PLYWOOD - - - Large Scale .. .. Small Scale - .. 12.. CONTRACTOR TO LEAVE HOUSE AND .PROPERTY IN CLEAN NORTH ARROW - T-1 TITLE SHEET AND READY TO BE "L.IVED IN" CONDITION. rrue North ` PARTICLE BOARD 'A-1 FIRST FLOOR PLAN. PI`n North (Project Referents) A-2 SECOND FLOOR 13. ALL CLAIMS FOR EXTRA WORK MUST BE APPROVED IN WRITING BEFORE WORK IS BEGUN, OTHERWISE Project,.® Lamas Scale A-3 ROOF PLAN THERE WILL BE NO OBLIGATION BY THE OWNER TO - - REVISIoNs small stele - A-4 EXTERIOR ELEVATIONS mcwnOr. Jd R Lacat'an ,. GYPSUM.BOARD A-5 REIMBURSE THE CONTRACTOR. - - EXTERIOR ELEVATIONS eeeeKeder GG e�9an A-6 SECTION Scale. S-0 FOUNDATION FRAMING S-1 FIRST FLOOR FRAMING ogre: May 14,2007 S-2 SECOND FLOOR & PORCH ROOF FRAMING Sheet Number. S-3 ROOF FRAMING T-1 p THE 41'-02 DEVLIN 5-0. �H OF �A, c RESIDENCI Hyannis 6o7 e M MA I. 02" �o'o° c T. VARNUM oza67 ' PHIL13R0CK y l Ec-a o MECHANICAL No. 306 exl � NOTES: Wl— (0NAt OVo�' T u.ounro. u w GNG QO 102 G— ENTRY oeslGn,e,� r N ENTRY BATH WOOD POST 4'X6's2 OR BTR r NeNilons: SECOND FLOOR JOISTS;2'X8' HE TO SHOE PLATE AND - - ——— ——— � ft2 OR BTR KD SPF 046.O/C. HEADER BEAM. BEAM. C FLUSH PORCH HEADER;SO V-L 3.6'X9.5'.'SUPPORTS JOISTS,WALL, 11'-22 9'-62 I PORCH JOISTS;2'X90'PT STP AS ROOF. ®46.O/C W/DOUBLE OUTSIDEWOOD POSTS;WX4's2 OR-BTR - BOX JOISTS. HEM-FIR TIGHT TO SHOE PLATE AND - HEADER BEAM. 8'-5'. 8'-5' - III 104 SCREEN KITCHEN Ill03 III III PORCH v DINING DROPPED SwDF-R HEADER; DROPPED SLIDER HEADER:. _ ROOM III~SUPPO OK FLUSHTO GO W OR III GO W/BCI�R EA 250K TO BEAMS OR ———————— - AM V-L 3.6'XM.25'.FOR REDUCED WIDTH. . .. .III REDUCED WIDTH. HEADER HANGERS:SIMPSON HUSC440 PROVIDE 3/2'X4'BUILT-UP STUD PROVIDE 3/2'X4'BUILT-UP CONGEALED FACE MOUNT.'- -' POSTS AT WALL ENDS,HEADERS STUD POSTS AT WALL ENDS. - AND LOWER FLOORS. HEADERS AND LOWER FLOORS. 9 92o N. Ec-4 / �' ' EC-s GS Design Group Inc. POSSIBLE FUTURE 247 ONSET AVENUE,ONS6r VELAGE to "STAIR LOCATION - - P.O.BOXI2000NSET MA 02532 �' 13'- a 1 SIDE HEADER;2/2'X40'W/h"CDX T-6� - FLITCH PLATE. - TEL.508-295-2952 -FAX 508-743-0903 - I —————7 info@gsdesigngroup.com II II I II II I p II II I w 8-5 18 1 EC-s I LIVING I I m 1 EC-e 0 ROOM I I O w II II _ II II 17 I I I I. II II W A Sheet liNe: dl M FIRST - - FLOOR - -- PLAN -- Brown Sr. JJ Checked Nr, GG. 2.?1 Sale: .. 1'-5�q• - 3'-5 3'-5�" 6-92 6'-92° 4'_3a 3_p 32".. EG2 EQ 32' Dote: May.14,2007 . Sheet Number. `-2921. EC-5 z Amt First Floor Plan scALE:1/4"=1'-01• 1 THE DEVLIN 1 A-4 RESIDENCL' 732 Scudder Avenue _ Hy— pD[t,MA 02467 43'-O?• NOTES: .. ._ 19'-41° e--- ..r.GI4Gf Deco t�eoeee ,name Txue o GttG DE91Gti,Irc.S w< GXG DfSKaIY,A.c ln7 MIQ w�c TM iO i0 ROOF CONSTRUCTION: RED CEDAR ROOF SHINGLES PERFECTION GRADE; #1 BLUE LABEL- ON CEDAR BREATHER ON GRACE ICE AND WATER INTIRE ROOF OVER j 3Y4• COX PLYWOOD (TYP.) —� ROOF DECK: a 1X4 MAHOGANY DECKING WITH �t �p 3 COATS OF PENOFIN �D r - - PRESERVATIVE OIL ON ALL - - - SURFACES AND STAINLESS STEEL FASTENERS (TYP) O OVER 2X P.T. TAPERED 0 - m M GS Design Group Inc. . - - - - - - - - - - - - 247 ONSET AVENUE,ONSET VIUAGE P.O.13OX1200 ONSET MA 02532 TEL.508-295-2952 ' - FAX 508-743-0903 A-s info@gsdesigngroup.com 20 OZ. STANDING SEAM 20 OZ. STANDING SEAM' COPPER ROOF COPPER ROOF vm .. .. iV Sheet Tile: - ROOF PLAN 30,-4" Project —� Drove Rr• JJ l FA-5 checked an GG scale: Date: May 14,2007 Sheet Number. Roof Plan SCALE:1/4"=1•-0" 1 THE 1 EC-4 DEVLIN RESIDENCE . .. 732 Scuddper Avenue Hyanort,MA EQ EQ 2'_11r NOTES: 25 26 ALL..auu.w u�cwr..iu. m G awn rD..an Inc.erwu I 1 Twr.ou i 4&.1 �I I G116 DE81GNROOF ABOVE , ROOF BELOW L : fix' s SiER f T ll ------� VLOSE -----------B THROOM II II UP ti 7'-11" I --- ---- �V f➢ I I I Q.&ET 7'-11" � 202 I � lL In I I O BEDROOM Li \ i 206 1 I MASTER j) I BEDROOM I II I I I I II I I HALL--- J� [ -------------�1 ————— I I 'i—IN 42 --- I GS Design Group Inc. A-S 247 ONSET AVENUE.ONSET VII:LACB \ P.O.BOX 12000NSHL MA 02532 —— ————— ————— - TEL.506-295-2952 -�r-------- 47 O 35 34 33 FAX 508-743-0903 Q info@gsdesigngroup.com ae\ ` aaa �,.' "'.' S2�1a-III • .�;to, _ . I o 11 ' W W t n ; 207 10 1 6 of BEDROOM a'I 9 : f EC-6 m Of I I R❑ F U i \ ROOF 3ELOW —.— —————— ———— ---- --- . \ / Project Drawn Bir JJ . EC-5 Checked By. GG . EQ EQ 15Q EQ EQ EQ Scale: Date: May 14,2007 2" 5_O° -fir Sbeel Number. Second Floor Plan SCALE:1/4"=1'-0" 1 1� � 1 k.- .r.. DECK CONSTRUCTION: • PAINTED SEMI-CUSTOM PROFILE EPDM MEMBRANE OVER 114'A/C _ MAHOGANY RAIL AND BALLUSTERS PLYWO OVER TAPERED 2X12®16' THE TYP.(SEE DETAILS) SLEEPERS OVER.OSO - 1)EYLIN WOVEN SHINGLE CAP RIDGE(TYP) - RESIDENCE TOP OF RIDGE ELEV= 25.04 732 Scudder Avenue .. .. .. .. HyumrS 02467port.MA . .ROOF CONSTRUCTION: - - RED CEDAR ROOF SHINGLES - PERFECTION GRADE,M BLUE LABEL ON CEDAR BREATHER ON GRACE ICE AND WATER NTIRE ROOF OVER 3/4'COX PLYWOOD .. Ory NOTES: F °".�.. .e..M. ALL EXTERIOR WOOD TRIM.BRACKETS. MOLDINGS,ETC.,SHALL RECEIVE(4)COAT - - - - - - - - O e..c—..ems. OIL-BASE PRIMER AND(2)COATS FINISH ....e....vr+..e.•......ne. N NEW PELLA TOP ce�m..c.. •.e c....�...e Twa EL,= 23.08' ___ ___________________ _ o - - - �®-- ___- ----___-_- __ --_-_-_-_ WFFF0 R o Iva ono � ..�._ Tfl SINGLE STUD POCKET G�o���: . D 35 EXTERIOR � TRIM,OD t. - ReNfionf: BRACKETSMOLD EC..SHALL H COAT ILSASE PR RAD(2 CO COATS FINISH - .. . 3 0 3 8 CUDH3024 CUDK024(X3) . EXISTING PELLA WmDOWs - 0 4-8 7/8 X RO 4-8 7/8X S�EFC�OND SUBFLOOR OIL 3 8 2-2 3/8 ea. . TOP DUF 99AN ELEV.= 08.42' CUSTOM CCM2448 R R R.5'.-EXPOSURE OVER 30a FELT. O 3-11 5/8 RO 3-11 5/8 It 2-1 m - 3/4 EXISTING SHEATHING INATCH W/3/4 CDX 5-6 14 - 13 ^ Olr4 AS REQO),IF NEW 1/2'CDX 2X4 NO2 OR BETTER .. SPF STUDS a 16'O.C.,R-13 K.F.FIBERGLASS `1 _/ .'y-�... ✓�`� ,r .. . . INSULATION,1/2'-BLUEBOARD W/ VENEER PLASTER 2 COAT SYSTEM ' ' ,✓ �/-"` CUDH2O244 X �C R04-8 f8 ��� • - 2-2 3 a � FlRST SUBFLOOR ELEv.= DID GS Design Group Inc. - - u,ONSET AVENUE, SET RLAGE West Elevations P.O.BOXI2000NSET MA 02532 ' GENERAL NOTE: EXTERIOR.DECK: ALL WINDOWS.TO.BE PREPRIMED WOOD.INSIDE.AND CLAD - - - 1X4 MAHOGANY DECKING WrrH3 1 SCALE:1/4"=1'-0" PAXTEL 508-743-0903 -P,,A/�X508-743-0903 COATS OF SUR FIN PRESERVATIVE - o g gn� P OR VINYL OJT SIDE OR WITH PERMANENT SPACERS AND � OIL ON ALL suRFAces AND - iilf SdOSi 011 .COm 1-1/8' MUTTIN. PAINTED WOOD SUBSILLS AND CASING STAINLESS STEEL FASTENERS(TYP) W/BAND'MOULDING TO BE'PROVIDED AND INSTALLED BY OVER.2X P.T.TAPERED - THE GENERAL CONTRACTOR. GC.PROVIDE SHOP DWGS. - FOR GSDG APPROVAL. TOP OF RIDGE . - ELEV.= 25.04 ROOF CONSTRUCTION: RED CEDAR-ROOF SHINGLES. PERFECTION GRADE,n1 BLUE LABEL 51 30 ON CEDAR BREATHER ON GRACE ICE AND WATER INTIRE ROOF OVER 3/4•CDX PLYWOOD 2832 2832 I - - O•ry. - . ALL EXTERIOR WOOD TRIM,BRACKETS, AWNING AWNING MOLDINGS,ETC.,SHALL RECEIVE(4)COAT OIL-BASE.PRIMER AND(2)COATS FINISH. --——--————-—--—-—— ——— MF z� 2s zs ae p n sheernne: - N CUDH2O20 CUDH2O20 CUDH2O20 CUDH2O20 CUDH3024- CUDH3024 4-0 7/8 X 4-0 7/8 X 4-0.7/8 X 4-0 7/8 X RO 4-1 7 8 X RO 4-8 7/8 X P-2 3/8 2-2 3/8 2-2 3/8 2-2 3/8OIL SECOND SUBFLOOR 3 0 3 %VdFlAff ELEVATIONS ——.———————-- Project. EXISTING Drown By. JJ ® � 'WINDOWS Ex1 N t _ Checked By GC OO O Seale: i� .. .. oore:. May 14,2007 CUDH2O24 CUDH2O24 CUDH2O24} RO 4-8 7/8 X FlRST'SUBFLOOR sneeraumeer. 2 South Elevations A = 4PARGE AL L'EXPOSED CONC. . SCALE:1/4"=V-O„ SURPHACES . ! GENERAL NOTE ....+ - -ALL-WINDOWS TO BE PREPRIMED WOOD INSIDE AND CLAD' DECK CONSTRUCTION: OR VINYL OUT SIDE OR WITH PERMANENT SPACERS AND THE PAINTED SEMI-CUSTOM PROFILE EPDM MEMBRANE OVER 9'f A/C PLYWD. 1-1/8' MUTTIN.. PAINTED WOOD $UBSILLS AND.CASING - ��I�VLIl\ MAHOGANY RAIL AND BALLUSTERS OVER TAPERED 2X12 a 16•SLEEPERS TYP.(SEE DETAILS) OVER.060 W/BAND MOULDING TO BE PROVIDED AND INSTALLED BY 1 THE GENERAL CONTRACTOR. GC PROVIDE SHOP DWGS RESIDENCE FOR GSDG APPROVAL. HARDWARE BRUSHED NICH. WOVEN SHINGLE CAP RIDGE(TYP) ALT. E 732 Scudder Avenue TOP OF RIDGE Hyanr pOn,MA STANDING SEAM COPPER SH ED ROOF - ROOF CONSTRUCTION: RED CEDAR ROOF SHINGLES PERFECTION GRADE.s1 BLUE LABEL ON CEDAR BREATHER ON GRACE ICE AND NOTES: ,WATER INTIRE ROOF OVER 3/4'COX PLYWOOD Wvm. 49 ® ALL EXTERIOR WOOD TRIM.BRACKETS, anvoG11G D.an�x...a. MOLDINGS.ETC.,SHALL RECEIVE(1)COAT W�m 2824 AWNING OIL-BASE PRIMER AND(2)COATS FINISH �1-11 518 X 2-5 PAINT. .TOP OF WALL T Q M .GNG DESIGN be-e r ovic.u...w ROUGH BOTTHDR___ _ _---- ---- _ -- —— -- — --- —— ——-----—---------- _ — -- ---_—_--- a....a �..a. . .. ..... GNG DESIGN.be WHffE CEDAR SHINGLES PRE-DIPPED P HE R B R.5' EXPOSURE OVER 30u FELT. . - .. Fffil EXISTING SAY WINDOW O REM c Revhlont: .. _ O EE� WND BY PEL A REPL-AC SO, M SAS W/ONEn 45 c0 h FIR-CUTANO REPLY FOR CURVED N WATER TABLE WOVEN SHINGLE CORNERS(TYP) CUDH3024 CUDH3024 R0 4-8 7/8 X RO 4-8 J 8 X �S�E�CO/ND SUBFLOOR 3-0 3/8 3-0 3/8 70P•OF 4WAY ELEV= 08.42' _______ROUGH BOTT_HDR EXISTING BAY WINDO TO REMAIN REPLACE TOP SASH W/2 LRES WND RO 3-11 5/8 x 5-6 BY ANDERSON - - - - CUSTOM �o • %1 Te n � CCM2448 RO 3-11 5/B x 2-1 E_L SUBFL0000.00_R GSDesign Group INC. 247 ONSET AVENUE,ONSET VILLAGE P.O.BOX12000NSI1'T'MA 02532 TEL.508-295-2952 .PAX508-743-0903 . - EXTERIOR DECK: East Elevations iMo@gsdesigrigroup.com OF CONSTRUCTION: IX4CO TS O ANY DECKING SFR 3 1 P ERVATIVE -COATS O PENOFIN RES SCALE;1/4" )['�" RED CEDAR ROOF SHINGLES OIL on ALL SURFACES AND PERFECTION GRADE, #1 BLUE LABEL STAINLESS STEEL FASTENERS(TYP) ON CEDAR BREATHER ON GRACE ICE AND OVER 2X P.T.TAPERED WATER.INTIRE ROOF OVER.3/4' CDX PLYWOOD - - - - TOP OF RIDGE STANDIN<i SEAM COPPER SHED ROOF - ELEV.= 2S.O4 CLEAR.PIE RECTANGULAR LOWER - - VENTS:BY BROSCO B-1620(TYP) n TOP OF WALL. ROUGH BOTT. HDR NOTE Sheet BNB: ALIGN UNDER OVER HANG . - - - FLUSH PORCH HEADER: •� BCI V-L 3.6'X9.5'. Q n SUPPORTS JOISTS, Lai ALL,AND ROOF. [i] N N y END POST CAPS: SIMPSON ACE4 W/ CUDH3024 CUDHI624 I FULL nAlunG DRILL CUDH3024 ELEVATIONS . DOOR UNIT BEHIND SCREENED IN - - RO 4-8 7/8 X -RO 4-8 J/ 'X - ACE4 POST CAP.AND RO 4-8 7/8 X. - . NAIL HUSC410 FIR-0UTAND RE-PLY FOR CURVED SECOND SUBFLOOR STUD POCKET 3-0 3 6 - - , CO C ANGER WATER TABLE WOVEN SHINGLE ��FV �q j} OVER POST CAP. CORNERS ITYP) .TOP-OF WALL EXTERIOR DECK: ELEV.= 08.42 1X4 MAHOGANY DECKING WITH 3 Project . - .. ROUGH BOTT. HDR C POST CAPS:. - COATS OF PENOFIN PRESERVATIVE _____ _ SIMPSON AC4 ___ ____ ____. _______ O¢OI�ALL SURFAES IIJCL.= y_ _- —— ___ ———__— raven ey. W%FUGL - - COLUMNS AND RAILS AND STAINLESS .TJ NAILING. STEEL FASTENERS(TYP)OVER 2X WOOD POSTS: P.T.TAPERED Checked By '� 4'X4•.2 OR q 4'-6a 3 - PORCH JOISTS;2'X10'PT SYP•16• N . M ® BTR HEM-FIR 4'-br.. 4'-6� O/C H DOUBLE OUTSIDE BOX Scale: AXED TIGHT TO SHOE 9I. JOISTS. . PLATE AND FlXm HEADER BEAM. - _ _ Date: . SIIMPSON BEAM HANGERS:INVERTED May 14,2007 MOUNT,n HU410(STAINLESS)FACE _ MOUNT. � � - Sheet Number. EXISTING WINDOWS TO REMAIN INTERIOR FLOOR BEAMS,3.6'X9.26' - WOOD POST:4'X6'02 OR BTR (RIP FROM 9.5')PT PARAILM PSL FIRST SUBFLOOR HEM-FIR TIGHT TO SHOE PLATE AND T�j y� q ELL 00.00'.. HEADER BEAM. l�of tl] E1�vfBtlons i. WUIFD2666 WUIFD5066 WUIFD2666 THE DEVLIN RESIDENCE If 732 Scudder Avenue — —7 T. VAR NUM � Hyazlmsport.MA RQOK 02467 m:EC!i AN1CA v g Q NOTES: F SSIONAC - - —� Sunk- zoo ..GNG�4K3N,Lic a aecv.cu�.wum .. GNG DtSKiN bicwrM er m .�r . SADNDWICH�G A 2'XB'RCEFITLMG Revision. JOIST.FASTEN OVERLAP JONTS W/10 EACH 16D NAllS(5 FROM I ES•EE).SOLID BLOCK CEILNG JOIST TO NEXT 2 JOIST BAYS• 4/3 POSTS. / RAFTERS:2'X8'a2 OR BTR KD SPF a 46 O/C.ADD MAHOGANY TAILS. UPLIFT CLIPS:SIMPSON III H25 HURRICANE TIES•16' 0 4 III — i III -7 I I _ I I I I I I SNOW POSTS;2/2'X4'/6' II STUDBUILT-UP INWALL PACKAGE oI w-- GS Design Group Inc. WORK OI...D SECOND FLOOR JOISTS: 247 ONSET'AVENUE,ONSEr VBJAGE I I SUB FLOOR OR TXB'a2 OR BTR KD SPF a P.O.BOX1200 ONSET MA 02532 I I DECKING LAYER BACK. I I 16.O/C. NSTALLIW SUB-FL R PLY TEL.508-295-2952 TO FL R A'2'-O' I JOIST HANGERS;SIMPSON FAX 5 0 8-7.4 3-0 9 0 3 Lus2e FACE MounT' info@gsdesigngioup.com HO LAP INTO OLD I.. I .. HOUSE 1�} AMG RA Z ' CREATEfA DIAPHRAGM. J .Tom. I TWO(2)6'LONG TIMBER LOCK III —/'7 SCREWS w/HANGER INTO 2.0 \ HEADER 2-.®16'o.c.HEM FIR II II_On BLOCK / - — — — — — — — — — — — — — — — — — — — — — — A ^ — —. — — — — — — 4NC— — — — — — — LUS2B2 I I a 16'O.0 FLUSH PORCH HEADER:2/2'X10' KD.SPF W/V CDX PLITCH.RUN DROPPED SLIDER HEADER;BCI V-L SIMPSON H2.5 THE HEADER CONTNUOU9 NO 515'X9.6'.SUPPORTS FLUSH FLOOR BUTT JOINTS)CORNER TO BEAMS'OK TO GO W/SCI V-L CORNER.INSTALL THE 13A AND I I 3.6'X1125'FOR REDUCED.WIDTH. 14A SIMPSON CAPS THEN RUN THE PLYWOOD SHEATHING DOWN OVER THIS BAND MEMBER II II PORCH JOISTS;2'X10'PT SYP•16' JOIST HANGERS;INVERTED O/C W/DOUBLE OUTSIDE BOX JOISTS FSIMPSON ACE MOUNTU52BS3(STAINLESS) LEDGER CONNECTION;SGLE - 2%Cr PT W/2 ROWS OF R-LOK SCREWS®16'O/G. I \l. / TIFLOOR HEADER;2/ PT SYP Sheet BXe: RUN CONNUOUS ACROSSROSS JOIST OFFSET ROWS VERTICALLY T. TAILS . JOIST HANGERS;SIMPSON / LUS28SS(STAINLESS) UPLIFT CLIPS;SMPSON . - - - FACE MOUNT H2.5 HURRICANE TES o \ / 6 16'-O/C. - Pro)ect —� MAN-GIRT:3/2'X10'PT F 7 .. SYP..FASTEN SIDES.W.2 Brawn By: JJ ROWS OF 16D a 11'O/C. POST BASE;SIMPSON Checked ii[ G.G. . - PS66 W/.V DIA,HOG MACHINE BOLTS AND Scale; NUTS. . - \ Bare: March 5,2007 Sheet Number. ® I Section sc E:3/8"=r-10" 1 BODY GAURD THE DEV ll1J ,- Jl IE - 732 Scudder Avenue HyettmSpoM MA POWDER 02467 COATED BALUSTER HOLD BACK OR 4'X4' 1/4' PLATE - - RABBIT FOR SHINGLES WELDED TO BAL STEP NOT ALL ne... nn GIYGrDuwn Inc n.�nana�� CUSTOM PROFILE PAINTED •"" - MAHOGANY RAILINGa�,: m`��W T...o..Nnw....w _ GNG DESGM,be!Nc 1-1/4' SQUARE PAINTED - VENT BY BROSCO. SEE ELEVATIONS. MAHOGANY BALUSTERS PRE-PRIMED® 6" O.G. - GIYG DE9IGIY,be r kevblom: IPE 1.4 DECKING - PREDRILL ATTACH W/2-1/2' S.S. SQ HEAD SCEWS 2EA.01WO.C. C - - 2 Gable Vent and Rake Detail T( SCALE:3" =V-0" 1 1 1_a�l �eta�l BjC11EA FFEL VENT. FULL SCALE SPRAY INSULATION URD 3/4' - ARD GS Design Group Inc. 7 Q. `'x] 2170NSE1'AVEMIE,ONSEr Vn-LAGE Detail at widows walk _ _ P.O.TE . 0 8-29ONSPIT -2 02532 BLKING FOR SWAIL TEL.508-295-2952 -PROVIDE MOCK UP FAX 508-743-0903 SCALE: 3" =1'-0" FOR APPROVAL info@gsdesigngroup.com MAHOGANY F .T■ {„J BEADBOARD (2X ) Eve Detail (tyl .) EAVS `x, Detail SCALE: 3" =V-0" S 11 ail (typ REMOVABLE STOP . 3 - LLL���--��� FOR SCREEN J SCALE: 3" =V-0" N`0 TEMP FINISH F7- CLIP BUILD UP - - BEYOND - 1X4 MAHOGNANY - - - - - Z, 3. 28° SUBFLOOR DECKING B 16 MAHOGANY �' � MAHOGANY SILL - g BLK'G CONT. cN MAHOGANY sheet nxe: DECKING cIY SLOPED SLEEPER RUBBER 10 GAV LAGF/ f'/' 2 2 B ® 46O.C. / / - 1XB SKIRT BOARD SIMPSON PT 2X5 ®16'O.C. 6 ' KiIQ HANGER SPRAY. INSULATION HURRICANE 1X6 V-GROOVE PVC TYP. .. N°c .. .. dd) 2X10 PT 2 2 2 rroJect SIMPSON�\\ mown By: JJ . o \ 1 Checked By. (iCi 16. 8 SILL DETAIL \\ CASING W/ BACKBAND 16 ume: 1• - CROWN DETALE - 8 Date: May,14,2007 . Sheet Number. Trim Details FULL SCALE 6 Door.Sill 3,Porch Detail @Porch �r s io A . 1 THE UEVLIN of Mq RESIDENCE 732 cHy.0 aAvg ATTACH NEW FOUNDATION TO OLD T. VA NUM 02 EXISTING W/ 24' LONG #5 DOWELS DRILLED g PHILBROOK -+ • - BULKHEAD AND EPDXYED ® 16' O.C. VERTICALLY v MIECHANICAL (TYP.AT ALL NEW END WALL CONNECTIONS) No. DN NOTES: 4' CONCRETE FLOOR SLAB r———— W/6X6 W1AXW1A 1.5#/CYD OF FIBER ME . 6 MIL POLY VAPOR BARRIER W�O �'� e..a..e.a......nv.�,..'�.. OVER MECHANICALLY COMP. NAL w GWGTDu,.n nK..._...m.. F GRANULAR SUBBASE.. V6X6 -BEARING "o STRIP FOOTINGS; Y 2Q�� T� POINTS _ 12'X20' WITH 2 EACH #5 �nG Des�n,a..ems , D BLOCK HORIZONTAL BARS _ zo G—DF.81Gn�A,c IRT— ——— POST suPPORr; ——— — 1_FOUNDA ION WALL; B°X3'-6" /- WITH -4'X4•PT SYP.SET - I ( I1/2°XS' A CHOR BOLTS ®4-0. O/C" - ReWlonc ON CONCRETE. -IN STEP WALL iv BACYFIL.L PORCH AREAS W/ I SPAN-REMCNG' NEW LAB I I CLEAN GRANULAR FILL AND I _ _ GIRT:4'X6•42 OR - SAME ELEV.--i MACHIN COMPACT FULL LENGTH '- REMOVE EXISTING CHIMNEY 6 FO TING I 002 2'-4- MECHANICAL My p INSTALL NEW I ROOM N SPAN-REDUCING PIER EXISTING 2 DETAILS (OVER-SPAN ED) DEW. I STRIP FOOTINGS; 12%20' WI H 2 A01 2'X6' EACH.#5 HORIZONTAL BAR O Ill FLOR I CRAWL JOISTS- x SPACE I SEE 6-2.5" DIRECTIO CMU SINGLE /COURSE PIER I BLEND AS REQUIRED THE - PIER FOOTER INTO THE EX3TJNG CHIMNEY- Q I NOTES GS Design Group Inc. THRU-BEARING 1 THRU-BEARING I - P.O ONSET wvENua,ONSET vo,Lnce LOAD POINTS- LOAD POINTS I 1. LOCATIONS OF SONO TUBES ARE GIVEN ON .eOX12000NSFr MA 02532 SOLID BLOCK❑ ❑SOLID BLOCK I 6'-4' 2-O° CENTER ,COL. LOCATIONS ARE OFF SET. FROM TEL.5 0 8-2 9 5-2 9 5 2 THAT. I - - 2. FIRST FLOORS JOISTS ARE 2X6 ® 17' O.C. ACTUAL FAX 5 0 8- ngrou EXISTING info@gsdesigngroup.com FIREPLACE I SIZE 2'X 6 3/4° FOUNDATION f,.L _ 3. G1RTS ARE 6°X6' ACTUAL (�yl 4. .ASSUMED HOUSE.WALL.LIFTED AND CMU FOUNDATION INSTALLED. INSPECT AND REPAIR/REPOINT EXISTING BLOCK WALLS AS TYPICAL-DOUBLE - I - - REQUIRED. REPLACEMENT WALLS TO RECEIVE NEW COURSE CMU TO STRIP FOOTINGS AS NEEDED. K BE REMOVED. E I 5. 1,9 SIDE WALL PIERS; l9 PIER K VERIFY/ENLARGE .D CONSTRUCTION; INSTALL SIMPSON PB56 OR PBR66 - .y-01' i0 WALL AND INSTALL B° I REPLACE ALL - - POST-BASES-TO EXISTING 5'X6° - GMU UP FACE OF EXISTING AND GIRTS. THRU-BOLT WITH 1/2' FOUNDATION. DOWEL 12' DIAMETER CONCRETE TO WALL-AND SOLID ADD NEW AS FILLED SONO-TUBE SET OVER DIAMETER GALVANIZED MACHINE FILL WITH GROUT. REQUIRED 51` 2 EACH 24° LONG #5 BARS BOLT. SOLID FILL SONG-TUBE 2 WITH CONCRETE AND ROD TO WETSET INTO FOOTINGS AND PIERS \ OVER-FILL AND GRIP POST BASE + PAD FOOTINGS; 12'X2'-O' - STRIP FOOTINGS; 12' DIAMETER CONCRETE I SQUARE WITH 2 EACH #5 Cfl 12'X20°.WITH 2 EACH #5 FILLED SONO-TUBE SET I VERTICAL DOWELS - 0 it HORIZONTAL BARS- OVER 2 EACH 24' LONG #5 itBARS WETSET INTO I FOOTINGS.AND PIERS - lD I. .52'n O seeet mle: Alt �—-— --— FOUNDATION--——_-:``— J � , 3 Z-011 PLAN Prolech Drawn By. -31 3'-51' V-514' 6'-91' 691• 4,-33 2,-101 DRAWING KEY JJ 2 2 11° eheckea ey NEW CONSTRUCTION GG 30-101 Scale: .. .. .. .. ®- EXISTING CONSTRUCTION - Date: TO.REMAIN May 14,2007 EXISTING CONSTRUCTION Sheet Number. - - TO BE DEMOLISHED _. • O Foundation Plan SCALE:1/4" ^+a^=r-ow 1 } I 41'-02. THE `�6-68 DEVLIN 732 Scudder Avenue . .. 1T-O2° .10�O' my Hyannis60V'MA 02467 T. VA UM G� v MECHANICAL NOTES: i No. 30690 _ O G G Des Gn,L c e o.c CIII GMG Oescn.eK Revid— ING LOAD q, LID.Bl}.z . Wm H . III.. II w, x�N III Il ao Num 0 cN III II =Li ato0 .III II axm - �W� FADER B NTS;SCI V-L - 5'X 7.5' ITH DOUBLE ' I I w o F X4' JACK STUDS o N EC-a GS Design Group Inc. 247 ONSET 3" 08NSO252P.O.BOX20 L'r MA03 I ' � T-6� TEL.508-295-2952� . _ PAX508-743-0903 I —————- mfo@gsdesigngroup.com II II I II II I w II II I II II I I I I L--- 1 Ec-6 I .I I I:I. 1 _6 a II II w II II II II THRU-B ARING LOAD POINTS SOLID BLOCK II II r 7 1r -Ir 1r 1r it -Ir 1r 7r 7r 1r �r lr -1r -1F -Ir r lr 'I r- 1r � - -- . - - - S CU E N W O 2 PT LE GE FEY ISTIr G RIM JOIST W/ (2)3 "DI ., v 0 _N .. CO �� - DECK OIS S: 'XB' T YP 46' m � sheernne: C WITH OU LE OX JOIS 5 der N L J JL JL JL JL JL JIL JIL JL JL JL JL L ]IL JL JL N L J - — — Project N�. mown By, JJ 3' checked By. GG 2.9 2 41'- 2' scale: 6'-9z _ 6,-92 4'-321 g'_O. 32 - EQ EQ 32 - Date:. MBy.14,2007 _ Sheet Number. EC-5 .. _ 29'-22 8'-112' First Floor Freming Plan scALE: 14-= ,-o,' 1 _wf p THE 1 U6'6�i I)EYLIN IiLSIDLNCL EQ EQ \F` 3 Hyannis MAenu oxt,V OF M 1 EC-4 T. VAR UM Gv' o PHI LBROOK .4 ________ v MECHANICAL v' NOTES: Ic r� No. Au I I r e.aeZzsl;....a. ,e . .— V ----- 1 ----- ------ ------ --- �I Uf tom. �.VU GXG'DE91GN.bicewn.v.w TM J\ it ABOVE WOOD POST; SAME I tteNaoro: - . 4'x6° #2 OR BTR V - //. HEM-FIR TIGHT TO —— —--——— PLATE FLOOR SHOE — —— —— — I IDROPPED SLIDER ——— ———N —— HEADER; BCI V-L 5.25'X9.5'. DOWN PROVIDE 3/2'X4'AyL I DROPPED SLID I SUPPORTS FLUSH FLOOR SEA E BUILT-UP STUD POSTS @� — \ I HEADER; BCI V-L N I BEE MAHOGANY WALL- MS ENDS, HEADERS / \1 5.25°X9.5'. R' - I LOWER FLOORS 7 SUPPORTS FLUSH W FLOOR BEAMS .I -- WOOD POST: 4'a6' I I /.�/ ——— PROVIDE 3/2'X4' _ I BUILT-UP STUD ._ #2 OR BTR .POSTS AT WALL Q HEM-FIR TIGHT TO I I ENDS, HEADERS l9 I 2ND FLOOR I I IE LOWER --0 SHOE PLATE. I FLOORS HEAD R (2) 1j' a 9 1' LVL 3'-C' w/ LSTA12 ———— ———— SAMEI \ __ _____ I GS Desi Grou Inc. DER ( ) 1�' x 9 s LVL WOOD POST; 4'n6' \ _. EC-4 ' w/ TA12 STRAPS ————— uv o e n g, ro vn.[.nca #2 OR BTR O P.O.ONSETBOX1 A 0 0NSHT MA 02532 n.LAG OVE ST; HEM-FIR TIGHT TO. . - - - - 4'. 2 0- BTR 2ND FLOOR HEM-FIR HT TO SHOE PLATE TEL.508-295-2952 - 2ND FLO R SHO c - - PAX508-743-0903 PLATE info@gsdesigngroup.com DOWN PR VIDE 3/2'X4' BUILT-UP STUD POSTS AT - WU WALL EN HEADERS LOWER FD ORS S. Q W NEW 2'X5' IN-FILL j. FLOOR DIRECTION '� EC-6 DROPPED- R PARTIALLY 1 EC-6 IN-SET FL OR BEAMS;-2 W BCI V-L 5.2 'X11.S75^- _ W BETTER COD POST; 4'x6' #2 OR BTR HEM-FIR TIGHT TO 2ND FLOOR SHOE PLATE 12X5 T AIGM GRAni _ - sheet Tine: NN SECOND FLOOR & �. 4°><4• 1.1] FIR R TTGR 1- 11PORCH ROOF m FRAMING �N PLAN >:e. R31-1o, ProtectEQ EQ EQ r� EQ Q _ Checked Br. GG 3'-10' E 1. +/-14'-2° */-B'-01• scale: 7- Dole:. May 14,2007 1. EC-5 Sheet Number. Second Floor & Porch Roof Framing Plan SCALE:1/4"=1'-0" 1 THE Ii EC-4 I)EVLIN pp 1 fff•� EQ LSH)ENCC EQ F . ` �/4 p,.9CyG 7 Hy Hyannis VMA .. _ . RAFTERSTAILS; 2' O� T. VARNUM OR TO 2'X10' MAHOGANY STOCK (TYP)SISTER TO PiHAIL FRAMING -EGH 'MECHANICAL NOTES: - STUD WALLS; 2'X4'/6°®16• NO. .u..w.a..,.... O.G. W/DOUBLE w:n,.w 1/2'CDX PLATES — — —— CEILING JOISTS:2'X10' #2 - - - SJ I�Il/�� ` �"":+_:•�� �,».. OR BTR KD SPF 016. O/C �FT BTR HEM-FIR WOOD POS ; 4'X6' #2 OR TIGHT TO - r......,m..........�+.e•�. RAFTERSTAILS; 2'X10'#2 GnG oesiGN.uK.a....�.........® OR TO 2'X10' MAHOGANY - _ _ or...a STOCK (TYP)SISTER TO I + 2ND_FLOOR SHOE PLATE FRAMING i O GIYG oFaiGn,hu Roof Deck Framing Plan FLUSH Ft_O HEADER; BCI -L - EC-6 EC-6 .. 5.25'X9.5'. SUPP RTS FLUSH FLOOR HEA ER'HANGER; SIM O ————— — — —— — BEAMS HUS O FA E MOUNT HAN ER FL H FL JR(��,/BEAM ; BCI END BENT: 2/2'X10' V-L .5'X9.5. nOTE, W L t RAFTERS SAND WEDGING SIT ON Al' THE - A 2'X5° CEILING JOIST LJI ——— CO Ee .. . GEIL NG OIS S; 2' 8° 2 i OR TR D S F 1 I f'— BTR HEM-FIR TIGHT TO 2ND FLOOR HO LATE �. ►. / LSTA1 OR -A-1 Ps El �-` — GS Design Group Inc. 247 ONSET AVENUE,ONSET Vn.LAOE LE (] - P.O.BOX12000NSP7'MA 02532 EXISTI CHIMNEY O -` '+ - RAFTERS; TX1 °#2 OR TEL.508-295-2952 —�— REMAI - - -FAX 508-743-0903 -MINIMUM-7I STOCK (TYP) info@ gsdesigngroup.com .. - WIDOWS WALK Y .. .. 1 d � W W 1 Q KF-NODS, LUSH CELING HEADSCI V-L'3. 'a9.5'. IWUPPORT ROOF ALSO ROVIDE /2'X4' BUILT-UP TUD PO TS AT WALL HE DERSBiRAF RSTAILS; 2'X10'#2 WER F OORS tOR TO 2'X10' MAHOGANY _ iv STOCK(TYP) SISTER TO - FR WING —,� —_ OR 0 2-MV MA O ANY STOCK (TYP) SISTER FRAt IING _ .. .. .. 1Bie: �\ ROOF -- ---- -- -- FRAMING - PLAN Prcle<h EQ EQ EQ EQ r V-10' EQ EQ G ' Checked By. G•G• -O2 5-O. 4_1- _ Seale: ., -.. Dare:. May 14,2007 f Sheet Number. 1 Ei_5 • sw Roof Framing Plan scALE:1/4"=r'-o,, 1 t� T.O.C.JOISTS — ❑ --- _ T.O.CAOISTS ----------------- O O FE-21// // ® / ® '� e DyerlBrown DYER/BROWN&ASSOCIATES,INC. - ARCHITECTS 75 BROAD STREET ----- 2 nd FLOOR' 2 nd FLOOR BOSTON,MASSACHUSETTS ------------- .. ------------------------ 02109 1 st FLOOR 1—FLOOR UNIT NORTH ELEVATION SOUTH ELEVATION SCALE I/4=1'-0" - SCALE-1/4'=1'47 k 1' t 1 m T.O.C.JOISTS ❑ _—T.O.C_JOISTS ------------------ _---_—_— 1 O O r O O \ ® \ ® ® ® / ® REVISIONS r/l/ —2nd FLOOR-------— —2nd FLOOR--------- �. - SHAY RESIDENCE - S Y RESIDENCE 73I8 SCUDDER AVENUE \ / / \ \ T / / / / HYANNISPORT,MA,U647 E —id-FLOOR--------- � 1 stFLOOR — — �, EXTERIOR ELEVATIONS "MEMO OEM -� sc va^=r 0 E: AUG-02-0Z FJ ONO- 02010.00 s I NO: P:IPROJE ' 0210101pIans102010-75-01.dgn ` ORAVONG NUMBER - EAST ELEVATION WEST ELEVATION SCALE:114—l'-0" 1� SCALE:1/4'=1'.T { ®Dyer 1 Brown&Associates,Inc. Architects i 1I f. J. T.O.C.JOISTS — T.O.C.JOISTS , I r I t� _ . L �T ! 1 �''' I DyerlBrow+ ' �� I i it IL , _ .I 4.i .. - 1! > DYER/BROWN&ASSOCIATES,INC. � -_ �• :. .... . ....:.. ..� _. .. ._; _. {--�. -,..- .-... .. _" .�T-_'_ �t + I--- ARCHITECTS 75 BROAD STREET _a 2 na FLOOR — BOSTON,MASSACHUSETTS - k Jf Ir 1 st FLOOR f - I i I I 11 i1 -+ - / i�j( " i n \ h I I �7Y 'T — J k'. t st FLOOR " RUNIT' NORTH ELEVATION SOUTH ELEVATION SCALE I14`-V-W - 7 _ T.O.C.JOISTS I I _14 { t a_ k REVISIONS r SHAY RESIDENCE -' DE 2 nC FLOG _ j _ .... .. 7 HYA ,N.N. ISIP O�RT.�,d MA 026 47 L TITLE _ /]`t SHAY RESIDENCE _ 732 SCUDDER AVENUE L 411 I 1 st FLOOR �vA I ps f I _ _ -- _ .. ...:.. .. ..'...:,-: ... SCALE:AS STATED � ., ...' f -. DATE;. .'. 1�0 . . . JOB NO:D2010.00 ' .. __.—... .. _-... - FILE NO: DRAVWNG NUMBER E_A&fELEVATIOm- 1/VE - ---- SC;lLE:114'=V-0' . - - ®Dyer I Brown&Associates,Inc. Architects y _ 1. I. o x � SARNAFIL FUL-LY ADHERED. EPDM ROOFING SYSTEM - k INSTALLED AS.PER MFG.: DA�1 dt T D�77�7 DIRECTN6S IP- nQp��N E{�' }Jlll �1 EXTERIOR DECK: . i. !III J11 t�D DD 11J 1®7�A lOJ 'r 3W.42'WATER PROOF HATCH 4X4 MAHOGANY DECKING WITH 3 ' COATS OF PEKOFIN PRESERVATWE I RIDGE VENT CONT.(TYP.) - ' OIL ON ALL SURFACES AND :r` - 732 SCUDDER AVE. - STAINLESS STEEL FASTENERS(TYP) Y - SHIP LATTER _ - TYPICAL ROOF CONSTRUCTION:OVER 2X P.T.TAPERED OVER HYANNISPORT,MA02647 EPDM MEMBRANE OVER V4* A/C WEsTERH RED CEDAR ROOF SHINGLES n PLYWD.OVER TAPERED 2X12 m 16.O.C, h;� r PEPFECTION GRADE.fM BLUE LABEL 7 OVER CEDAR BREATHER OVER 30* NEW ROOF °1 NEW ROOF L I9EW CONS UCTIOH r ROOF FELT OVER 5/8• COX`PLYWOOD - - �-- NEW- ROOF. - ROOF:ASPHALT SHINGLES- . OVER 1/2'PLY ON 200 - GNG DESIGN Inc. RAFTERS 0 is,O.C. . \ \ - 249 ONSET AVENUE,ONSET VE,LAOE \\ � TYPICAL EXTERIOR WALL- ONSET MA1 02532 ' WHITE CF_ADAR SIDING AND EXPOSURE,4"SUILDERS FELT. e . . 1/2•CDX PLYWD. SHEATHING. TEL.509-743-0904 FAX SOS-743-0903 2X4 0 16.O.G.,D. R-13 INSULATION BLUEBOARD, AND VENEER PLASTER gngdesign@comcastnet f HE\AGESs STAIR .. •.+.w. 000 000 TYPICAL WALL CONSTRUCTION: - ry PRE-DIPPED WHITE CEDAR SHINGLES MASTER MASTER a T R a R, W.- EXPOSURE OVER ' CLOSET BED RM ! it 16•FELT. 4/2' CDX PLYWOOD SHEATHING,2X4 NO2 OR BETTER SPF - _ ,• / '/ / 000 , STUDS 0 16'O.C, R-13 K.F.FIBERGLASS / INSULATION,1/2'5LUES04RD W/ STp�AGE/ I; O VENEER PLASTER,2 COAT SYSTEM ,CLOSEY (EXIS7ING} / / // �: mrav�ou 319 c9X T.sCetyWoop Q i ' ' / / / / / / ' / / I lhq ZJqk0IF am-war / 4n4 P.T. POST AT GORNNERS - - - / AND 0 CENTER OF SPAN - - - . •//. ';/ '/000/' / ///:/�0/ // /'/i'�,' / / / '� m PAINTED BEADBD. SOFFIT i ;'KITCHEN / DINING/ / /FAMILY•14M' , ` EXTERIOR DECK tjrtrIlti5 (EXIS�Gf/ // /(EXISTING) /� (EXISTING) / 'I" 'IX4 MAHOGANY DECKING WITH 3 ' COATS OF PENOFIN PRESERVATIVE . / �:' / / / ' / / •' / ' -' / , OIL ON ALL SURFACES AND .. STAINLESS STEEL FASTENERS (TYP) . / ,�' ''/• , / ,'/' ,/ / iI .. OVER 2X10 P.T. JOISTS016.O.C. BLMDING _ SECTIONS o00 ; f BASEMENT'/ tt. , L(CXISTING)/ i // �• %; :/ %% /j i �% /' %' HE CONSRUCTIOn - / OCI'UBER 29,2004 17 DRAWING KEY . I 0 EXISTING CONSTRUCTION _ - . UNDESTURB1=6 EXISTING B•FOUNDATION WALL I - * - I EXISTING CONSTRUCTION '..{ TO REMAINA `V� a C_ EXISTING CONSTRUCTION " TO BE DEMOLISHED BUILDING SECTION, i a SCALE: 4/4• P-O' ,. A. Mr dr'3'7;=1{1yTlaLE e V - Qs. LOT A _ 60.68' 3PIXE - I J DECK }4 N - •� ..... W� O 1 1/2'SIRY o AREA N/F O'NEIL h ` 4,240 S.F. N DyerlBrown # DYER/BROWN&ASSOCIATES,INC. ,. eaxcx >? ARCHITECTS 75 BROAD STREET BOSTON,MASSACHUSETTS SCUDDE.R AVENUE L.E T I IIUP'VnvT'/\ 07� O-c,NIMk. .... �,•,yy ,trl i� �� --- 00 - > J4. :. a � � 11 tip li I 1 I 1 iI I i I I II II I I I I 1 1 1 `y REVISIONS ^ I I 1 I I I I I SHAY RESIDENCE (bct fj.. 4 HAY RESIDENCE Po DDER i 32 SCU AVENUE I HYANNISPORT,MA,02647 TITLE ,{ SCALE AS STATED .- DATE:02 AUG 2002 • ...._ .. :..... 1000 Lao(2 _...�Xf:S ..I. 2�p, I'r'oR".-.eXtSTFa. _... _ ___�. Ir 1� 4 �..N�.__...__ ..__ ..� FILE NO-�0 DRAWING NUMBER . _ �� � .• .. wroccr noarn�.. ®.Dyer I,Brown&Associates,Inc. A.rcfiitects y w LOT ASMKC - JW F . 1 1/2 STOftT AREA N/FONEIL 4,240 S.F. DyerlBrown DYER/8ROWN&ASSOCIATES,INC. roam ARCHITECTS - _ 75 BROAD STREET BOSTON,MASSACHUSETTS , Q2109 .. SCUDDER_ Ef vI:-:p N AVENUE 1 N -- (`—iAL -- -- SE &477F V-1 m W 6- -- _ __DlN LNtt..- 00 _ I :�- --- 1 I I .L''1Ct/71�'NJb OCaG><- Ali'1 ' II 2aRTN- i i i i T SG1iN18'» po tf'F it s \ i? _ - IfSfA�✓ — mo� REVISIONS .SHAY RESIDENCE I /' �M � � r1 � � yawMs/I►RS�rjS >rt/)"iid{.�m'dM 1 3 - 1 .r�` �IMD A�rel%S �tDI�IA i, SHAY RESIDENCE - r= -- �. HYANNISPORT MA 0264 S � nrt-E ': , ►Ji�W ryov:F AI•Io,pn R�Gt'�' � Jim— -It .. „ i ,.,. ._'t'{.Ifijop-17z'-p�-('pIL � � - P�O�bSI^Jt7.;FLaer' Pl.riat•-�5. I. r l 1144I. .SCALE:AS STATED ". DATE: JOB NO:02010.00 ' FILE NO -___ DRAWING NUMBER /��-i FL oo R..--Pt-.a a-I / t,,y 1 f-7 caaecTr�o�m � 1'. ®Dyer I Brown&Associates,Inc. Architects 1