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0068 WASHINGTON AVENUE
���D � �CtS�in c�-�otn ���. r 1 68 wrta�,Nbro�✓ n✓e, rtY^."nns. NPG 287- o9S Via Town of Barnstable B fl lng Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept : .naVs7rnei.e. = ! Posted Until Final Inspection Has Been Made. Permit i63P �+� 11 Ji oa+° Where a Certificate of Occupancy is Required,^such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-2375 Applicant Name: Tate Isenstadt Approvals Date Issued: 09/08/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 03/08/2021 Foundation: Location: 68 WASHINGTON AVENUE,HYANNIS Map/Lot: 287-095 _ Zoning District: RF-1 Sheathing: Owner on Record: HAWTHORNE COTTAGE LLC Contractor Name: T D I REALTY GROUP INC Framing: 1 Address: 9224 VENDOME DRIVE Contractor License: 155997 2 BETHESDA, MD 20817 �.,..�.. ._.__�...__�... ..� i ` Est. Project Cost: $65,000.00 Chimney: Description: New kitchen cabinets add new deck off kitchen upgrade two Permit Fee: $381.50 excisting bathrooms D r Insulation: Fee Paid: $381.50 Project Review Req: _ _ ..�--....--°�' Date: 9/8/2020 Final: Plumbing/Gas ` Rough Plumbing: SO fficial This permit shall be deemed abandoned and invalid unless the work authorized by this'permif is commenced within six months after issuan Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. [ Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures b the Building.and Fire Officialsare provided on this rmit. P Y PP g l Y P P? Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue linin is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: -Assessor's- map and lot number ...... �� L� ... ..................... .. . THE rot Sewage Permit number ........................................................ Z BA"STABLE, i House number .................. .. ............ ..�?.¢.. m.` ',..... r MA66 OO,o�1639. 9� •Cam of. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........... .....—.T. ...... 5 1 .......................................................1C TYPE OF CONSTRUCTION . -...................................................... ..............................z.©..........19. ' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according tox the following information: Location ...........(f? ........ �............................ ProposedUse ............. ..a ....................... ............................................................ ..... ............ Zoning District ` �� S •. ! Fire District .......;...... ................... ....................................... Name of Owner .. .....Ii}P .....Address .... Name of Builder C�-f 12. � '�! Y).k4ddress .... : : a mt. ...',v.!L-L ' Name of Architect ............................................ ...............r.....Address ................................... �.......................................... . Number of Rooms .......... ! '.......Foundation' �-� �a �........ ...................................................... Exterior ................:...... Roofing .................. ....... . ....�...~......... ..... Floors` �y ���?...........................................Interior ..................,:r1. :�c� f?...................................... Heating ........................ � ...:..........::.......-'....::'..Plumbing ................... ..................::......................................... Fireplace �� _ ...................................Approximate. Cost..... - 1... . ..................^.............. T Definitive Plan Approved by Planning Board ________________________________19________. Area �..�:�................. Q 0 Diagram.of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD O H y 00' ej l op OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 3� n \C !`..'. tvlt�}�..- f�"� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...E -A. .,v--� .................. .......... Construction Supervisor's License .. /. �.,f,).............. OFF, ROBERT A=287-95 No ...28824... Permit for ...Aqd.i.t.ion............... ................ .................. .. . Dwelling..... ... ... Location ....68 Washington Avenue .............................%, ..................... .......... Owner .......Robert...Off....................................... . ...... . Type of Construction ...Frame............................ ................................................................................ Plot ............................ Lot ................................ January Permit Granted ...... 8 .........19 86....................... Date of Inspection ....................................19 Date Completed ........................................19 ky-5 OA9 19 A- 0097W V Assessor's map and lot number ............ ......... I .... THE 0CF Sewage Permit- .number ..................;......................... SEPTIC SYSTEM MU 0 INSTALLED IN COMPL TIBLE, House number ................. . ....... .. .............. MU& ...... WITH TITLE 5 e-UVIRONMENTAL COD 1639-ayeTOWN OF" BARNSI"]LEPLATIONS BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........... ...... ........................................ TYPE OF CONSTRUCTION ............ ............................................................................ ................................................19.8.5 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..........tic e........\1 . .. . . ,A ��7 ........................... ProposedUse ............. ................................................................................................................ Zoning District ................F, .................................. .......................................................Fire District .......... Name of Owner . .....0.r .......Address ...... i.J Name of Builder 126 --exz- . ......C. .......... ... ... .................... k�Address .......P ...... .....Cep Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ....................... ...........................................Foundation ........C ......PD.t-�. ........ ....................................... Exterior .................... .............................................Roofing .................. ze ts-it t� ) ............................... Floors ......................................................................................Interior .................................... . .z..................................... Heating ...........................tom. 91-3�..................................Plumbing ..........................711-14-0 ..................................... Fireplace ........................... I--k.......................................Approximate Cost ..........�c) .............................. Definitive Plan Approved by Planning Board ------------------------------19-------- - Area ..........) ob tp ............................... 00 Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH LF ,Pb fz(A- S-1 I t C, -1- LC S& (� op Abe JST1W&- Tbac-4 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 7V I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ........ Construction Supervisor's License .&.�e .7-3............. OFF, ROBERT No ....2.8.824... Permit for ....Addition ............... . ...... .... . ...... . .. Single Family Dwelling...................... ....................... ............................... Location ....68 Washingp�nr ................... ...Avenue................ t-e r vi-l-le— .....................0.�s .................... ......... Owner ......Robert Off ............................................................. Type of Construction ......Frame.......................... ................................................................................ Plot ............................ Lot ............................. 8, Permit Granted ....January....................................19 86 Date of Inspection ...........19 Date Completed ......................................19 < 11,— 4 M MVO tr r.> � T Town of Barnstable Build �wws,wa�e Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept ; Posted Until Final Inspection Has,Been iMade. M Permit t639 �� e 1 Y sn ° ,Where a Certificate of Occupancy is,Required,such Building shall Not be.Occupied'until a.Final Inspection has been made Permit NO. B-19-3819 Applicant Name: T D I REALTY GROUP INC Approvals - Date Issued: 12/23/2019 Current Use: Structure Permit Type: Building Move/ReLocation Building(Includes Expiration Date: 06/23/2020 Foundation: Foundation) Map/Lot: 287-095 Zoning District: RF-1 Sheathing: Location: 68 WASHINGTON AVENUE, HYANNIS Contractor'Name: T D I REALTY GROUP INC Framing: 1 Owner on Record: HAWTHORNE COTTAGE LLC Contractor License: 155997 2 Address: 9224 VENDOME DRIVE Est.'Project Cost: $ 100,000.00 Chimney: BETHESDA,MD 20817 y Permit,Fee: $250.00 Description: lift house install foundation. no relocation same location Insulation: Fee Paid $250.00 Project Review Req: As Built Required .X, Date:11 12/23/2019? Final: Plumbing/Gas Rough Plumbing: ( Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structure's shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. --'' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:)," � a Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 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: "Per racting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). � : Fire Department Building plans are to be available on site �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: O Application Number..... .................... BARNWABLF, MAS& g Permit Fee... ............................Other Fee:....................... 039. TotalFee Paid...... ............. ...................................... ...... TO" OF BARNSTABLE Permit Approval by..... ...... On ...... BUILDING PERMIT Map....... ..............Parcel............................................. APPLICATION. Section I — Owner's Information and Project Location Project Address- Village Owners Name�— W Owners Legal Address 044,- City Fol'..e.5j,(k State—Ko Zip Owners Cell # E-mail �%N-o C) Section 2 —Use of Structure Use Group—tv-�Q— F-1 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 El Accessory Structure ❑ Change of use El Demo/(entire structure) El Finish Basement El Family/Amnesty D Fire Alarm Rebuild El Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall F-1 Solar ❑ Renovation ❑ Pool El Insulation Other-Specify. Ne- c P-J Section 4 - Work Description 1&use- -Xi,--s4n -Po "ec Leath z i., T.;Lqt iindated- 11/1.5/201 R Application Number..............................................:..... Section 5—Detail Cost of Proposed Constructi40M Square Footage of Project Age of Structure ® Dig Safe Number- # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: �' I am using a crane ❑ Yes ❑ No Section 7—Flood Zone L Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Or Zoning District Fes'!' ' J— 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 i Last updated: 11/15/2018 i Town of Barnstable Building Department 'Services Brian Florence,CBO i6l ►`� Budding Commissioner 1 200 Main Street,Hyannis;MA 02601 www.town.barnstable.ma.ns Office: 508-862-4038 .� Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Usin-A Builder , I >/I Ja2,1111, / ,as Owner of the subject property LI- Ir hereby authorize a F I C to act on my behA in all matters relative to work authorized by this buildingpermit application for. (J. (Address of Job) r **Pool fences and alarms are the responsibility of the appli t Pools are not to be filled or utilized before fence is installe all final inspections are performed and accepted. Signature of Owner t afore of Applicant i Print ame Print Name D Q:FORMS:OWNERPER IISSIONPOOIS Rev:09/16✓17 Town of Barnstable Building Department Services - Brian Florence,CBO Building Commissioner • 200 Main Street, Hyannis,MA 02601 shy a1 www.town.barnstable.ma.us Office: 508-862-4038 ZLFa=x: 508-790-6230 HOMEOWNER race M F.xEl�rTto '. Please Print DATE: JOB LOCATION: Y[� ��/�[�]�7�p number 'y street village . name home phone woit phone 0 CURRENT MAELJNG ADDRESS: 1 C4ftwn '\ state tip•code The current exemption for"homeowners"was ded to include owner-g_ccupied dwellines of six units or less and to allow homeowners to engage an individual for hire w o does not possess a license,govided that the owner acts as supervisor. DEFII MON OF HOMEOWNER Person(s)who owns a parcel of land on ch he/she besides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached accessory to such use and/or fimni structures.'A person who constructs more than one home in a two-year period shall not considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Off ' he/she shallbe re\soonsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeo r"assumes responsibility for co fiance with the State Building Code and other applicable codes, bylaws,rules and regulati The undersigned"ho� wner"certifies that he/she understands a Town of Barnstable Building Department minimum inspection procedures and eats and that he/she will comply with sai procedures and requirements. Sigaaturo of Homeo Appmval of B diog Official te: Three-family dwellings containing 35,000 cubic feet or lug will be required to comply with the State Building Code Section 1 .0 Construction Control. HOMEOWNER'S N he Code states that: "Any homeowner performing work for whic a building permit is required shall be exempt from the ovisions of this section(Section 109.1.1-Licensing of constructio Supervisors);provided that if the homeowner engages a p ou(s)for hire to do such work,that such Homeowner shall act �sumiug supervis Many hom��wners who use this exemption are unaware that they are the responsibilities of a supervisor (see Appendix Q,Rules tegulations for Licensing Construction Supervisors,S on 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed pe onL In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The�omeowner 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:\WPFHM\FORMS\building pemut fomms\EXPRESS.doc 08/16/17 nationalgrod December 23, 2019 - Tate Eisenstadt P.O. Box 766 Hyannisport, MA 02647 RE: 68 Washington Ave, Hyannisport, MA 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, r Ellen Whelan Gas Connections Rep - National Grid 127 Whites Path S. Yarmouth, MA 026-64 (T) 508-760-7439 CI) O Q -�s ,0 v EVERSOWRCE 247 Station Drive Westwood,Massachusetts 02090 ENERGY November 7, 2019 Augusta Moravec Nawt�iorne Cottage CLC � � �" - - " 9224 Vendome Dr. Bethesda, MD 20817 RE: 68 Washington Ave., Hyannisport Dear Ms. Moravec: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 11 7/19, the electric service to 68 Washington Ave., Hyanriisport, 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, C. Magan Electric Services Support Center _ O O� Department of Public Works 47 Old Yarmouth Rd. P.O.Box 326 Water Supply Division Hyannis, MA. 02601-0326 TEL:508-775-0063 Hyannis Water System Operations FAX:508-790-1313 November 01, 2019 Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street, Hyannis MA 02601 RE: 68 Washington Ave., Hyannisport, MAAccount# 602770-1 Dear Sir: Please be advised that the above water service was shut off at the curb stop and the meter removed. If you have any questions, please call the Hyannis Water Systems office at (508) 775-0063 Ext 3524. Sincerely, Donna L. Caperello 84/ko Hyannis Water System IIVG 1�pk1 �FpT . BgA�srq B�F CORD® DATE(MM/DDIYYYY) A C CERTIFICATE OF LIABILITY INSURANCE 10/3/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Northwood Eshbaugh PHONE FAX 10 Institute Rd. c o •508-771-1632 A/c No:508-420-1637 Worcester MA 01609 E-MAIL DRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Western World Insurance Company 13196 INSURED TDIREAL-01 INSURERB:AmGUARD Insurance Company 42390 TDIREAL-01 P O BOX 796 INSURER C: Hyannisport MA 02647 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1618414925 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. IPOLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSO WVD POLICY NUMBER MM/DDNYYY MM/DNYYY LIMITS A X COMMERCIAL GENERAL LIABILITY NPP1503990 1/16/2019 1/16/2020 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �OCCUR DAMAGE O RENTED PREMISES Ea occurrence $50,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO- JECT LOC PRODUCTS-COMP/OPAGG $1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ g WORKERS COMPENSATION ST R2WC013541 9/18/2019 9/18/2020_ X ATUTE EO HR AND EMPLOYERS'LIABILITY YIN ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $100,000 OFFICER/MEMBER EXCLUDED? ❑ NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Ann Marie O'Brien 25 Carl Ave Hyannis MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD r gQk The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesfigations 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/Organizadon/Individual): Address: V"a 74�( ti t 94 City/State/Zip: 47-A�,N � � Phone#: Tok— Z Z — �� o Are you an employer?Check the appropria Type of project(requred) 1.❑ I am a employer with- 4.Yoxa:m a general contractor and I 6. Q New construction employees(full and/or part-time).* have hiro fie sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• Demolition working for me in any capacity.acit3'• employees and have workers' _ 9. ❑Building addition [No workers'comp.insurance comp.insurance• 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 11.0 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' M❑Other -O v �r` comp.insurance required.] 'Any applicant that checks box#I must also till out the section below showing their workers'wmpensation policy information t Homeowners who submit this affidavit indicating they are doing all-work and then hire outside contractors must submit a new affidavit indicating such: tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not.those entities have employees. If the sub-contractors have employees,they must provide their•workers'comp.policy number. 'y I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 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 41rance coverage verification. I do hereby certify under airs d penalties of perjury that the information provided abov is and correct Si ature: Date: Phone#: 2,2— � Official use only. Do not write in this area,to be completed by city or town ojflciaL 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 emplayer 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 constrict buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract,for the performance of public-work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant" Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should writs"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for 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 Bastin,MA 021.11 - Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 wwwr maw.gov/dia Commonwealth of Massachusetts IMF Division of Professional Licensure Board of Building Regulations and Standards Const; Ltrriii5pgrvisor f •CS=098149 RC,pires: 03/24/2021 TATE D ISEN87AD7 PO BOX 796 HYANNIS PORT f�A�4 027y S?> s Commissioner C/4 Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TY ',Corporation Reaisf?ation__.._ Expiration � f 05/28/2021 ts. T D I REALTY�OR{#1JiLLt a in ._ } t TATE ISENSTADT.. 55 LAKE AVE. Undersecretary HYANNIS PORT MA 02647 Application Number..'............. ........ ....... Section 9- Construction Supervisor Name �-� e;►�SI`"J Telephone Number2-- Address �® ® City ti State (�`��= Zip ® &L License Number License Type C-5 . Expiration Date Contractors Email Q T ,tj ! 4,0 Cell # �� 2 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachuse% o Buildin e. I understand the construction inspection procedures,specific inspections and documentation req ' 7 and the Town of Barnstable.Attach'a copy of your license. Signature Date, S� Section 10—Home Improvement Contractor 4 r P� Name �� / 6 ro o��C_ Telephone Number ' -2 ' _ Address `('a 0Q q6 City .4f)L,t — State w`�'"._ Zip_ �26 �C Registration Number 15 q Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date /0 Section 11 -Rome Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT p SIGNATLlRE Signature Date Print Name `�-eS`�� Telephone Number E-mail permit to: °��� f<►� CLUI• coL4-- Tact nnriatr_ti• 11/1 Snm R Section 12 —Department Sign-Offs • Health Department F 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 p Section 13— Owner's Authorization y I , I, rat 4 , as Owner of the subject property hereby authorize Wx. Ib 6.o to act on my behalf, in all matters relative to work authorized by this building permit application for: Address of job) Za ll t r Signature of Owne_ to,9 r_.O_Vt�. 3 o 44 Print Name i Last updated: 11/15/2018 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, a Map 249 Z Parcel' 69,57 ' Application 420 Health Division 1' Date Issued 1� Conservation;Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board I_ . Historic OKH _ Preservation/ Hyannis Project Street Address uJA S44 ^3&MOM AILS Village �y 4 n►N s Po,c Owner 1-1Ati47uoa.�.1E C,b��1GE Lt_e. Address tee s &, G-ront A.yc__ Telephone 50g ills- 51911 Permit Request Awn fZO•�u�1� Sy�-c�w� @ w�0owt t�M.�.�L Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 2500 Construction Type Lot Size • I Is 4 C A zs Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family -V Two Family ❑ Multi-Family(# units) Age of Existing Structure t 2A kR.S Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full JA Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) ?too Number of Baths: Full: existing 2 new — Half: existing - new Number of Bedrooms: G existing - new Total Room Count (not including baths): existing t z, new - First Floor Room Count 5 Heat Type and Fuel: ❑ Gas ❑Oil ® Electric ❑ Other Central Air: ❑Yes 9 No Fireplaces: Existing t New Existing wood/coal stove: 0 Yes ® No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn ,©,,existing © new-, size_ U CJ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Others= Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# ' 1 Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name S A NNAA^(�( 1'JC. Telephone Number 508 14,713 -L k O b Address 4 Lk S o S-r w I-0 License# d_% t a2999 011;t iz7LOt Ls.-c _ K^A. 02.(.5s Home Improvement Contractor# t L4��g Worker's Compensation # -w c- o05 229 44 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S oLt SIGNATURE DATE �� I I t ;F , FOR OFFICIAL USE ONLY APPLICATION# DUE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: {. FOUNDATION FRAME d7 INSULATION FIREPLACE c ELECTRICAL: ROUGH FINAL " ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' t . } a 91te -P Office of Consumer Affairs and Business Regulation 10 Park Plaza _ Suite�5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Reqistration: 164688 Type: Private Corporation Expiration: 10/30/2011 Trk 290070 ROGERS AND MARNEY, INC. GARY SOUZA P.O. -BOX 310 --------- ------------- -- OSTERVILLE, MA 02655 ------ -- Update Address and return card.Mark reason for change. i jJ Address ;; Renewal j_j Employment Lost Card j DPS-CAI 0 50M-04/04-G1012166G ^v ,,,� ��ie L�oarr�cancue� �"`.�r!aad¢�uaetly \ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only before the expiration date. if found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Registration: 164688 10 Park Plaza-Suite 5170 Expiration: 10/30/2011 -Tr+'+` 290070 Boston,MA 02116 Type: Private Corporation ROGERS AND MARNEY, INC. GARY SOUZA 445 WEST BARNSTABLE RD. OSTERVILLE,MA 02655 Undersecretary Not v id it out signature Board )I, Dui,"_ Departmenrof Public .sal-, Board of Building Re«u . Construction.Su ' lahnns and Standard:s License: cs 1029gg pervisor License Restricted.to;:.00 GARY SOUZ;q P.O. BOX 21.1 COTUIT, MA'02635 E- N l' mmi.�iuner Expiration: 8/1fi/2012 Tr#: 1029W coR DATE CERTIFICATE OF LIABILITY INSURANCE OP ID KG (MM/DD/YYYY) / ROGER-1 02/05/10 THIS CERTIFICATE IS ISSUED AS MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Northwood Ins. Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 540 Main Street, Suite 9 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis MA 02601 w Phone: 508-771-1632 Fax:508-393-2955 INSURERS AFFORDING COVERAGE NAIL# INSURED INSURER A:. General Casualty.Insurance Co, 24414 INSURER e:. AMERICAN INTERNATIONAL Rogers & Harney, Inc. Gary Souza INSURER C: P.O. BOX 310 - INSURERD: - Osterville MA 02655 n. .INSURER E:, COVERAGES 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.AGGREGATE LIMITS SHOWN MAY RAVE BEENREDUCED_BY PAID.CLAIMS.: - - LTR INSRE TYPE OF INSURANCE - -:POLICY NUMBER- DATE(MMIDD/YYYY) DATE(MMIDDIYYYY) - .LIMITS GENERAL LIABILITY - EACH OCCURRENCE $1000000 A X COMMERCIAL GENERAL LIABILITY °CCI 0$95621 ,03/20/09 03/20/10� PREMISES(EaoHLNccuretzunce) $ 10000 CLAIMS MADE OCCUR. - .- .-MED EXP(Any one person)- $5000 - PERSONAL"&ADV INJURY - $ 1000000 GENERAL AGGREGATE - $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: r, >. - PRODUCTS COMP/OPAGG $2000-000 POLICY PRO- LOC - - 1ECT AUTOMOBILE LIABILITY - - - - - COMBINED SINGLE LIMIT $ ANY AUTO - (Ea.accident)ALL OWNED AUTOS BODILY INJURY_ SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS` (Per accident).. PROPERTY DAMAGE $ , (Per accident) GARAGE LIABILITY - t - AUTO ONLY-EA ACCIDENT,. $ - - ANY AUTO _ OTHER THAN, e EH ACC $ ` - - AUTO ONLY: AGG- $ EXCESS I UMBRELLA LIABILITY - - EACH OCCURRENCE $ OCCUR F—I._CLAIMS MADE` - _ AGGREGATE - $ $ DEDUCTIBLE - - $ RETENTION - $- $ WORKERS COMPENSATION 3 - - AND EMPLOYERS'LIABILITY Y/N. TORYLIMITS ER B ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ WC005622944' 01/01/10 01/01/11 E.L.EACH ACCIDENT $500000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) - - - E.L.DISEASE-EA EMPLOYEE $SOOOOO If yes,describe under .- SPECIAL PROVISIONS below - - - ' E.L.DISEASE-POLICY LIMIT $500600 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS - CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION TOWNBAR DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL' 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL - IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR TOWN OF BARNSTABLE 367 MAIN STREET REPRESENTATIVES. HYANNIS MA 02601 AUTHOR REPRESE ATIVE ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD _ = The Commonwealth of Massachusetts Department of Industrial Accidents t - Ol17ce olloves&gadvns `E _ 600 Washington Street Boston,Mass. 02111 `r Workers' Compensation Insurance Affidavit Rplicatitin o_F ation: L- 1e3se PR I N T.leFbly ::3� _ - � . .. ..,...names x..:.Iocacion7 _.._.�.....cicv phone= I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity 77 Ig I art an employer providing workers' compensation for my employees working.on this job. company name. ROGERS &. MARNEY,- INC. P.O. BOX 310 address: _,::. .. . . .. .:. _ OSTERVILLE MA .02655 cirv: phone g: (508) 428-6106 insurance co. -policy.# _ I am a sole proprietor, general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers compensation polices: company name: SEE ATTACHED SHEETS 'dress: — cirv• phone=: insurance co policy= comcinv name: address cite: phone=: insurance co oolicv= ?Attach addidorial sheet if nec*e_ t� Failure to secure coverage as required under Section 25A of`IGL 152 can lead to the imposition of criminal penalties of a fine up to 51.300.00 and/or one years'imprisonment as%ell as civil penalties in the form of a STOP WORD ORDER and a fine of S100.o0 a day against me. I understand that a coPy of this statement ma• be for%2rded to the Ot ice of Investigations of the DIA for coverage verifiurion. I do hereby cerrif,unde he p iris n penalties of perjury that the irtfornratior provided above is tree and correct. Sienatur ROGERS & MARNEY Pint nazi: A)Z\4 Phcnc = (508) 428-6106 _�e I Fry ofT vial uselonh do not %rice in this area to be completed by eiry or town official s ein or to,n: permiulicense= rjBuilding Department C cLicensin;Board ❑ check if immediate response is required []Selectmen's Offce [iHealth Department contact person: phone 0: Mothers— i APR-12-2010 15:00 FROM:AUCaUSTA MORAVEC 3017469-0961 TO:15084203550 P.1 Town of Barnstable Regulatory Services ' Thomu P.Geller.Director srua Building Division to Tom Parry,Building Comndrriener 200 Main Shaer,Hyannis,MA 02601 www.town.barnrtable.ma.0 Office: 508-862-4039 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ?l C> .N)C:)(g3 c fe L_ ,as Owner of the subject property heteby�authotize-_C YS S V`2 Ce.W to art an my behalf, in all mamers rektin to work authotiud by this budding permit application for. CL LL, S' oa o Owner au �uausTA Print Nufle ;f prQpcMOwner is applying for pertnit please complete the Homeowners License Exemption Form on the reverse side. nwvue++u/unvvvova¢nu z. FORM B - BUILDING •, area Form no. A` 44 NLaSSACHUSETTS HISTORICAL. CONLMISSION 294 hfashington Street, Boston, Mk 02108 / T ,Town Barns tabl e (Hyannis Port) •4.: ��` - a ddres�s� shington Ate. , Hyannis Port ; ► ""'``t `" Historic Name Swiss Cottage Use: Original Homestead Residence Present T; WE Samuel A. Hartwell --- �s Ownership•E2 Private individual Private organization Public, Original owner Ward/Paine DESCRIPTION: location in relation to nearest cross streets and other buildings Date C.1883 or geographical features.. Indicate north. .. Source -Registry of Deeds-Barn. Cty, Style queen Anne �t Architect Lucius Paine t Exterior wall fabric woad shingles- Outbuildings V� U WGS l7 po / 17. Major alterations (with dates) Ham- ( Mlany prior to 1930 Is Moved Date Approx. acreage .20a Recorded by Laurie P. Snowden Setting Private residential area Or Barnstable Zat ion Barnstable Historical Cum-r-tss!Lull Date August, 1981 Photo .,#28-10A_W• (Staple additional sheets here) I A _"44 .ARCHITECTURAL SIGNIFICANCE (describe important architectural features and evaluate -in terms of other buildings within community) This house is of Queen Anne styling& • There is an irregular roof- line with a large tower like structure on the west side. The windows are 6/6 and. 2/2, There is one chimney. The house features both interior and exterior gingerbread styling. Additionally, there is a large porch in the front of the house. Originally all these rooms were guest rooms for the summer tourists of the Hyannis Land Co. The exterior of the house is wood shingles, HISTORICAL SIGNIFICANCE (explain the role owners played in local or state history and how the building relates to the development of the community) The Swiss Cottage was designed and built by' Lucius Paine. The idea of the three Swissi 6ttages on Washington Ave, , it was hoped, would keep the Hyannis Land Clompany summer guests returning year after year. The .location of a quiet, seaside area however failed by 1879. In the first`'floor of this Swiss cottage was a restaurant for the Hallett Hotel which primarily brought the original St. Louis- tourists to Hyannis Port. (Hallett Hotel destroyed . by fire in 1905) s . BIBLIOGRAPHY and/or REFERENCES Hegistry. of Deeds-Barnstable County Barnstable County- Atlas 1880, 1907 Herrick, Paul & Newman, Larry, Old Hyannis Port, 1968. Oral History-Margaret Loutrel, Irving Ave. , Hyannis Port, Mass. July, 19810 " n Virginia Horne, Mt. Vernon Ave. , Hyannis Port, Mass. , July, 1981, " Larry Newman, Irving Ave., Hyannis Port, Mass. , April, 1981. 20NI-2/80 1 P [ y i Engineering Dept. (3rd floor) Map 0 Parcel Q Permit# 3 -310 ' House# Date Issued 9 3 e .rC� Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Feeu Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) Planning Dept. (1st floor/School Admin. Bldg.) 7itIan Approved by Planning Board 19 RNSTABLEMASS059. TOWN OF BARNSTABLE Building Permit Application et Address 4 � (,U GlS�t 1 V,2 i-fy% Village ` If yc�Vy �G Owner 14-(,I 0tZ Au Address Telephone Permit Request (2cJ First Floor 30 square feet Second Floor square feet Construction Type Estimated Project Cost $ R' Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name FRASER CONSTRUCTION Telephone Number Address 71 TARACON CIR. License# COTUIT MA 02635 Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO lam/ UOW SIGNATURE DATE BUILDING PERMIT DENIED_FOR THE FOLL WING REASON S 3VI�340_rI-fop R' FOR OFFICIAL USE ONLY PERMIT NO DATE ISSUED MAP[PARCEL NO. ADDRESS VILLAGE �Q i OWNER F rkY_ DATE OF INSPECTION: FOUNDATION i FRAME ' f INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH FINAL { GAS: h ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT: s J ASSOCIATION PLAN NO. t t e 11 :.� - o�� o . . •TheTown of Barnstable - art of Health Safety and Environmental Services 4 jai¢ ,•g De MAMP Building Division 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 508-790-6227 • Building Commissioner gam: 508-790-6230 For office use only Permit no.-------- — Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMTr APPLICATION requires that the " OIIS�IIC�on, alterations, renovation, repair, modernization, MGL c. 142A re-existing improvement, removal, demolition, or construction of an addition to ally units or to conversion, imp containing at least one but not more than four dwelling owner occupied building registered contractors, with structures which are adjacent to such residence r building be done by certain exceptions,along with other requirements. Est.Cost 'type of Work: Address of Work• s s1 Owner's Name Date of Permit App iicution: Al--r-z/�--3/ I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,00L Building not owner-occupied Owner pulling own permit Notice is hereby given that: PERMIT OR DEALING WITH UNREGISTERED OWNERS PULPING THEIR OWN IMPVEMENT WORK DO NOT HAVE CONTRACTORS FOR APPLICApR HO ME ORR DER MGL c.14ZA ACCESS TO THE ARBITRATION SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit ermit as the agent of the owner. � w� Registration No. Contractor Name Da e OR. Owner's Name Harp ` T �a ✓���T�z +�%; .G%iu,/ lU%%%%//%ice%ill %/ / 1, I , ' , • "', i i /// /ice/%:;i%% °/,' //i/ I I � Ell 1 � f ............. a 1 . 1p r/ i , r ►: Ir 14 1 xyv*h`t�k rn;KYq .•� ✓die "TOo'lrr�l�Zo�uue'a�t O�..i�'�QQ6ac�u,�Qe�l4 , HOME IMPROVEMENT CONTRACTORS,'REGISTRATION " f ' Board of Building. Regulations and 'Standards,t One Ashburton Place - Room 13 za Boston,-Massachusetts 0210801 HOME _. IMPROVEMENT CONTRACTOR _________ ts- Registration- 112536Expiration nO4/O6/99 TYpe. DBA ' . �` � , •= r ; � . ' NONE INPROVENENT CONTRACTOR x Registration 112536 7 t ` y A tl' 4 ERASER CONSTRUCT ION {.k ' " t', ;, 5{,� Type - DEAN C. FRASER t ,���;; � � z Expiratlonj, 04/06/99 71 TARRAGON CIR COTUIT MA 02635 ERASER CONSTRUCTION -7f SDI C. FRASER ADMIMSTRAM i TARRA60N CiR I. COTUIT NA 02635 1 E33 r #,* GENERAL STRUCTURAL NOTES WOOD FRAMING NOTES TYPICAL'LUMBER NAILING SCHEDULE TvG hTWO ROWS FOR BEAMS UP TO 12" DEEP` NSTRUCTION SHALL BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE WVUNG SHOWN I TYPICAL EXCF A NOTED OM1 PLANS.USE COMMON NAILS. RESIDENTIAL BUILDING CODE(9TH EDITION) 1. ALL ROUGH FRAMING SHALL BE NO.2 OR BETTER SPRUCE-PINE-FIR,UNLESS �--� �' OTHERWISE NOTED OR SHOWN ON THE DRAWINGS. 1. 10157 TO Sit OR GIRDER,TOENAILS 3-ed THREE ROWS FOR BEAMS OVER 12" DEEP - il 2. THE CONTRACTOR SHALL NOTSCALE THE CONTRACT DRAWINGS. 2. ALL TWO(2)INCH NOMINAL LUMBER TO BE SEASONED TO 19%MAXIMUM 2. BRIDGING TO JOIST,TOE NAIL EACH END 2-Sd 3. TYPICAL AND CERTAIN SPECIFIC CONDITIONS HAVE BEEN DETAILED ON THE DRAWINGS. MOISTURE CONTENT. FOR CONDITIONS NOT SPECIFICALLY SHOWN,THE CONTRACTOR SHALL PREPARE DETAILS 3. 1"x6"SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL 2-ed SIMILAR TO THOSE SHOWN AND SUBMIT THEM WITH THE RELEVANTSHOP DRAWINGS 3. ALL LUMBER ANDPLYWOOD SHALL BE GRADE-STAMPED BY THE APPROPRIATE ( l6d NAILS - 1 3/4"LVL TO THE ENGINEER FOR APPROVAL MANUFACTURER'S ASSOCIATION FOR THE APPROPRIATE USE. 4. WIDER THAN 1"x6"SUBFLOOR TO EACH JOIST,FACE NAIL 3-8d 4. ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS SHALL BE VERIFIED BY THE 4. ALL WOOD IN CONTACT WITH CONCRETE,MASONRY,OR EARTH SHALL BE 5. 2"SUBFLOOR TO JOIST OR GIRDER,BUND 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 WITH 6. SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16"O.C. 16d AT 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF FIELD CONDITIONS ADEQUATE BRACING AND CONNECTION HARDWARE TO ENSURE A RIGID STRUCTURE. 7. TOP PLATE TO STUD,END NAIL 2-16d WHICH ARE IN CONFLICT WITH THE STRUCTURAL CONTRACT DOCUMENTS. 6. ROUGH CONNECTIONS SHALL BE ACCURATELY CUT AND TIGHTLY FITTED AS S. STUD TO SOLE PLATE NAILS OR 4-Sd TOENAILS 2-16d END 6. THE DESIGN,ADEQUACY,AND SAFETY OF ERECTION BRACING,SHORING,TEMPORARY NECE551TATED BY THE CONDITIONS ENCOUNTERED TO PROVIDE FULL BEARING SUPPORTS,AND OTHER METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE WITHOUT USE OF SHIMS. 9. DOUBLE STUDS,FACE NAIL 12"O.C. 16d AT CONTRACTOR. 7. ALL FLOORS AND THE ROOF SHALL BE SHEATHED WITH 3/4"TONGUE AND GROOVE + STRUCTURAL 1 PLYWOOD,GLUED AND NAILED,UNLESS OTHERWISE SHOWN OR 10. DOUBLED TOP PLATES,FACE NAIL 16"O.C. 16d AT - NA, 7. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL CONTRACT DOCUMENTS WITH NOTED. 11. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d CIVIL,ARCHITECTURAL,MECHANICAL,PLUMBING,AND ELECTRICAL DRAWINGS BEFORE ••��D 10 COMMENCEMENT OF WORK AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. S. ALL PLYWOOD SHALL BE LAID WITH LONG DIMENSIONS PERPENDICULAR TO Q SUPPORTS. STAGGER ALL JOINTS.PROVIDE BLOCKING AT ALL JOINTS ONLY - 12. CONTINUOUS HEADER,TWO PIECES 16"O.C.ALONG EA.EDGE 16dAT ESIGN LOADS WHERE SHOWN ON PLAN. 12"O.0 DECA 3 D 9. ALL PLYWOOD SHALL BE FASTENED WITH 10d NAILS 6"ON CENTER,10d NAILS @4" 13. CEILING JOISTS TO PLATE,TOE NAIL 3-8d ON EACH FACE ... 1. FLOOR LIVE LOADS ON CENTER(SECOND TO FIRST FLOOR)AT SUPPORTED PANEL EDGES AND AT 10" - ON CENTER AT INTERMEDIATE SUPPORTS,UNLESS OTHERWISE SHOWN OR NOTED 14. CONTINUOUS HEADER TO STUD,TOE NAIL 4-ed A.FIRST FLOOR-40 PSF (SPECIFIC SHEAR WALLS&DIAPHRAGMS). 15. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d B.SLEEPING ROOMS ABOVE FIRST FLOOR-30 PSF 10. ALL INTERIOR DOOR HEADERS SHALL CONSIST OF TWO 2X8'S WITH ONE LAYER OF - 1/2"PLYWOOD SPACER,UNLESS OTHERWISE NOTED OR SHOWNONTHE 16. CEIUNGlO!5T5 TO PARALLEL RAFTERS,FACE NAIL 3-16d 2. ROOF LIVE LOADS DRAWINGS.FOR 2x6 EXTERIOR STUD WALLS,ALL EXTERIOR WINDOW AND DOOR A.SNOW 30(GROUND SNOW)PSF HEADERS OVER THREE(3)FEET WIDE SHALL BE IN ACCORDANCE WITH TYPICAL - 17. RAFTER TO PLATE,TOENAIL 3-8d 3. WIND LOADS HEADER SCHEDULE(SEE DRAWING S-0). 18. 1"BRACE'TO EACH STUD AND PLATE,FACE NAIL 2-8d - A.REFERENCE WIND VELOCITY=140 MPH(3 SECOND GUSTS) 11. SIMPSON CONSTRUCTION HARDWARE(OR APPROVED EQUAL)SHALL BE FASTENED B.REFERENCE WIND PRESSURE=20 PSF ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND NAILING SCHEDULE. 19. 1"x8"SHEATHING OR LESS TO EACH BEARING,FACE NAIL 2-ed C EXPOSURE=B THE GENERAL CONTRACTOR MUST BE FAMILIAR WITH,AND HAVE THE D.DES)GN METHOD I APPROPRIATE PRODUCT CATALOGS ON SITE.ALL EXTERIOR CONNECTORS AND 20. WIDER THAN I"x8"SHEATHING TO EACH BEARING,FACE NAIL 3-8d TYPICAL BUILT UP BEAM DETAIL E.MAIN LATERAL SYSTEM PRESSURE=42 PSF NAILING TO BE STAINLESS STEEL. -23.BUILT-UP CORNER STUDS 24"O.C. 16d AT NT8 A.ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE 4. FLOOD ZONE ANALYSIS INSTRUCTIONS IN THE SIMPSON CATALOG.INCORRECT FASTENER 22.BUILT-UP�-,IRDER AND BEAMS 32"O.C.AT TOP&BOTTOM 20d AT A.FLOOD ZONE HAZARD AREA DESIGNATION xx QUANTITY,SIZE,TYPE,MATERIAL,OR FINISH MAY CAUSE THE CONNECTION B.FEMA FLOOD ZONE MAP NO. xx TO FAIL.16D FASTENERS ARE COMMON NAILS IS GAGE X 3-1/2")AND 23. 2"PLANKS EACH BEARING 2-16d AT - C.BASE FLOOD ELEVATION: CANNOT BE REPLACED WITH 160 SINKERS(9GAGE%3-1/4")UNLESS D.DESIGN FLOOD ELEVATION: la OTHERWISE SPECIFIED. B.BOLT HOLES SHALL BE A MINIMUM OF 1/32"AND A MAXIMUM OF 1/16"LARGER. THAN THE BOLT DIAMETER(PER THE 1997 NOS,SECTION 8.1.2.1.). - v FOUNDATIONS NUT WASHER C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. EPDXY ADHESIVE TO COMPLETELY FILL VOID D i g 1. SOIL BEARING: E%)STING BETWEEN BOLT OR REBAR AND HOLE IN WALLS. ANCHORBOLT - BASE PROVIDES.S.SCREEN TUBE AT MASONRY WALLS. g w SPREAD FOOTINGS...........DESIGNED FOR A MAXIMUM ALLOWABLE BEARING D.PNEUMATIC HAILERS MAY BE USED TO INSTALL CONNECTORS,PROVIDED MATERI.4� , PRESSURE OF 1.0 TSF THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED OR REBAR 1 IN THE NAIL HOLES.TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD "D"=BOLTOR 2. EXCAVATION.......................EXCAVATE TO LINES AND GRADES TO PROPERLY BE USED.FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE REBAR "M"=HOLE DIA. BOLT OR REBAR REQUIRED REQUIRED HOLE - INSTALL FOUNDATIONS ON UNRESTRICTED SOIL.IN NO CASE SHALL THE BOTTOM 'THE APPROPRIATE SAFETY EQUIPMENT. OUTSIDE DIA. - OUTSIDE DIAMETER EMBEDMENT.LENGTH DIAMETER"H" OF FOOTING BE LOCATED LESS THAN 4b"BELOW THE LOWEST ADJACENT - 'D"(INCHES) "E"(INCHES) (INCHES) SURFACE EXPOS ED TO FREEZING. E.JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR - SEAT AND THE GAP BETWEEN THE JOIST AND THE HEADER 'l"EMBEDMENT ' 3. BACKFILL UNDER SLAB OR GRADE...............BACKFILL WHERE REQUIRED BELOW SHALL NOT EXCEED 1/8". LENGTH "E" SLABS WITH APPROVED GRANULAR SOIL PLACED IN 6"LAYERS AND COMPACTED 3/8 33/8 7/I6 TO 95x DENSITY AT OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-1557, ^CgNN NOTES: 1/2 41/2 9/16 - METHOD 0. 12. UNLESS NOTED OTHERWISE,MINIMUM FASTENING OF WOOD MEMBERS SHALL ` 5/8 55/8 3/4 CONFORM TO TABLE 602.3(1)OF THE 20121RC CODE.WHERE CONFLICT WITH ` 1.DRILL HOLES,CLEAN OUT AND INSTALL EPDXY AND BOLT OR REBAR IN 3/4 6 3/4 7/8 0 4. FOUNDATION PLACEMENT AND PROTECTION..............DO NOT PLACE FOUNDATION NAILING SCHEDULE ON THIS DRAWING,USE HEAVIER NAILING. ED STRICT CONFORMANCE OF EPDXY MANUFACTURER'S WRITTEN ANCHOR 7/8 77/8 1 CONCRETE IN WATER OR ON FROZEN GROUND.PROTECT IN-PLACE FOUNDATIONS RECOMMENDATIONS. BOLTS 1 9 11/8 - AND SLABS FROM FROST PENETRATION UNTIL THE PROJECT ISCOMPLETE.DO NOT r 2.UNLESS OTHERWISE INDICATED ON DRAWINGS,PROVIDE THE 11/4 - 111/4 13/8 EXCAVATE WITHOUT ENGINEER'S WRITTEN PERMISSION.ANY SOILS BELOW 13. ALL PLYWOOD OR OSB SHALL BE APA RATED AND SHALL BE ADEQUATELY SPACED E(0 7 - EMBEDMENT LENGTH AND HOLE DIAMETER INDICATED IN THE SCHEDULE 11/2 131/2 15/8 PREPARED BY: HYPOTHETICAL PLANES BEGINNING AT THE BOTTOM EDGE OF EXISTING FOOTINGS AT JOINTS(1/8"TYP)AS REQUIRED BY APA FOR EXPANSION. / ^/�^ (THIS SHEET),FOR THE BOLT OR REBAR SIZE INDICATED ON THE DRAWINGS. THOMAS V. GALLIGAN, PE AND EXTENDING DOWNWARDS AND AWAY FROM THE FOOTING AT A 1:1 SLOPE. n #3 BAR 41/2 1/2 14. ALL SOLID WOOD POSTS SHALL BEDOUGLASSFIRNO.IORBETTER. #4BAR 6 s/B SUMMER STREET 3.EPDXY BOND STRENGTH IS TO BE BASED ON A SAFETY FACTOR(S.F.)OF #5 BAR 7 1/2 3/4 WAKEFELD,MA 01880 1 15. BEAMS NOTED AS"PSL"SHALL BE"PARALLAM"AS MANUFACTURED BV TRUS JOIST REBAR #6 BAR 9 11 MACMILLAN(E=1,800,000 PSI.FB=2900 PSI).PARALLAM PRODUCTS SHALL BE 4.0. #7 BAR 10 2/2 1 ADEQUATELY STORED AND COVERED AT THE JOB SITE TO BE PROTECTED FROM #8BAR 12 11/8 PREPARED FOR: 5. UNDERPINNING................DESIGN OF UNDERPINNING AND LAGGING BY WATER DAMAGE PRIOR TO INSTALLATION. - #9 BAR 131/2 - CONTRACTOR.SUBMIT DRAWINGS AND CALCULATIONS,STAMPED BY MS" CI I J/U�CTLJ PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF 16. BEAMS NOTED AS MS.SHALL BE AS MANUFACTURED BY TRUSS JOIST I V I J E L. L.A C f MASSACHUSETTS,TO THE ENGINEER FOR REVIEW MACMILLAN(E=1,900,000 PSI,FB=2,900 PSI).LVL PRODUCTS SHALL BE EPDXY DETAIL ADEQUATELY STORED AND COVERED AT THE JOB SITE TO BE PROTECTED FROM N OG U E RA WATER DAMAGE PRIOR TO INSTALLATION. 68 WASHINGTON AVENUE 17. SHEAR SHEETS SHALLBESSHEATHING SHALL BE INWITH ACCORDANCE WITH SHENFORM TIONSCHE AND HYANNISPORT,MA 02601 ALL SHEETS SHALL BE STAMPED WITH THE MANUFACTURER'S INFORMATION AND SHEATHING CERTIFICATION. STRUCTURAL STEEL NOTES 18 ALL STUDS SHALL ALIGN WITH JOISTS.AT TYPICAL AREAS SUCH AS OPENING TYPICAL EPDXY ADHESIVE FASTENER SCHEDULE B1 JAMBS,PROVIDE STUDS OR BLOCKING TO MAINTAIN A SOLID CONTINUOUS LOAD NITS PROJECT NAME: STRUCTURAL SHAPES: PATH TO FOUNDATION. 68 WASHINGTON - WIDE FLANGE SHAPES..............ASTM A992,OR ASTM A572 GRADE 50(Fy=50,000 P51) REPAIR SECTION(HISS).........................ASTM ASOO GRADE B(Fy=46,000 PSI) /(2)2x TOP PLATE BOLTED CONNECTIONS..............FOR BOLTED BEAM CONNECTIONS NOT SHOWN ON THE CONCRETE WORK: 11.04.19 DRAWINGS PROVIDE THE FOLLOWING NUMBER OF A325%"DIAMETER BOLTS. CONCRETE STRENGTH: PROVIDE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH FOR FIELD HEADER SCHEDULE(U.N.O.ON PLANS) Aoi ws 3 FOR WIO BEAMS - CONCRETE:4000 PSI NORMAL WEIGHT FOR ALL CAST IN PLACE CONCRETE. 2x6 STUD WALLS �V sro PROVIDE ANGLES AND PLATES WITH A THICKNESS TO DEVELOP THE PORTLAND CEMENT: ASTM C1SO,TYPE II.WATER CEMENT RATIO AS REQUIRED FOR DESIGN STRENGTH. SEAL: HEADER,SEE / OPENING ROOF ONE FUR ONE FLR + ROOF r>Aw+ CAPACTIY Of THE BOLTS PROVIDED.AT EXPOSED BRACED FRAME AGGREGATE: NORMAL WEIGHT:ASTM C3S,WITH MAXIMUM SIZE OF%". 2x STUD \ SCHEDULE FOR / CONNECTIONS USE A490 TENSION CONTROL BOLTS ROUND HEADS SIZE '� Jm ORIENTEDTOWARDS BUILDING INTERIOR.TIGHTEN NUTS TO SNUG-TIGHT WATER: POTABLE FRAMING, /� LESS THAN S-O" 2-2X6 2-2X6 2-2X6 CONDITION. SEE FRAMING SLUMP: ACI TABLE 305A PLAN FOR ADU'L 2X BLOCKING ss1 ANCHOR BOLTS...............................ASTM A307 OR ASTM FI554 GRADE 36 BOLTS(UON) ADMIXTURE: ASTMC260 AIR-ENTRAINING AGENT AS REQUIRED FOR A TOTAL ENTRAINED AIR INFORMATION / OMID-HEIGHT 3'-1"to 5•-0" 2-2X8 2-2X8 2-2X8 ' ON THE DRAWINGS. CONTENT OF 6%:1.5%FOR ALL CONCRETE EXPOSED TO FREEZING.DO NOT USED - OPEN 1 TYPICAL OBEARING CALCIUM CHLORIDE WALLS FOR PERMIT WELDING ELECTRODES..................CONFORM TO AWS SPECIFICATIONS FOR ELECTRODES BASED ON WELDING STEEL ASTM A615 GRADE 60 \ 5'-1"l0 7'-0" 2-2%10 2-2X10 -21F10 ; PROCESS AND THE TYPE AND GRADE OF STEEL.(E70X%,MIN.) REINFORCEMENT: ASTM A185 FOR WIRE FABRIC. ' DESIGNED BY: PROVIDE#6 CHAIR BARS,HIGH CHAIRS,TIES,CLIPS,SLAB BOLSTERS AND OTHER 7'-1"to 8•-0" 2-2X10 2-2X10 -X12 DRAM BY: ERECTION.......................................PROVIDE ANCHOR BOLTS,STEEL WEDGES,THREADED ACCESSORIES WHERE NOT SPECIFIED ON THE DRAWINGS IN ACCORDANCE WITH SCREWS OR SHIMS TO SUPPORT AND PLUMB ALL COLUMNS.GROUT SOLID UNDER BASE MANUAL OF STANDARD PRACTICE OR DETAILING REINFORCING CONCRETE NOTES: '42:1 REVIEWED BY: PLATES IMMEDIATELY AFTER COLUMNS ARE PLUMB.PROVIDE BEARING PLATES AND STRUCTURES ACI3150R CRSI-WRSI MANUAL OF STD PRACTICE. O C SCALE: , WALL ANCHORS OR ANCHOR BOLTS FOR ALL BEAMS RESTING ON CONCRETE AND ALL 1. PROVIDE AND INSTALL HEADERS IN ACCORDANCE WITH THE ABOVE C 0) C- DATE: OTHER NECESSARY CONNECTING HARDWARE.SET ANCHOR BOLTS USING TEMPLATE (2)2x SOLE PLATE. SCHEDULE FOR INDICATED ROUGH OPENINGS ON ARCHITECTURAL PLANS AND v DO NOT FIELD CUT OR FIELD MODIFY ANY STRUCTURAL STEEL WITHOUT PRIOR OPENINGS: PROVIDE 2-#6 AT EACH SIDE OF ALL OPENINGS IN WALLS AND SLABS AND WHEN BEARING / DRAWING NAME WRITTEN APPROVAL BY ARCHITECT FOR EACH SPECIFIC CASE. EXTEND 2'-6"BEYOND THE OPENING OR AS DETAILED,EXCEPT VERTICAL BARS UNLESS E NOT OTHERWISE.HEADER SPANS EXCEEDING TABULATED VALUES ON CONCRETE SHALL BE NOTED ON FRAMING PLANS. \ AT SIDES OF OPENINGS IN WALLS ARE TO EXTEND FROM FLOOR TO FLOOR.BARS PLATE IS TO BE / C PAINT.............................................SHOP PRIME ALL STEEL NOT ENCASED IN CONCRETE MAY BE MOVED ASIDE AT OPENINGS OR SLEEVES BUT DO NOT CUT OR OMIT. PRESSURE HA2. PROVIDE 7"MINIMUM BEARING AT EACH END. OR TO BE FIREPROOF FOR ALL EXPOSED STEEL,USE A THREE COAT PAINT SYSTEM WITH A MINIMUM CONCRETE PLACED AGAINST EARTH.................................................3" TREATED(P T.) �� ;•J GENERAL NOTES ZINC-RICHPRANIZE NE STEEL AFTERFABRI FABRICATION 5COMAND A PLETE, IVETOPCOAT,OR CONCRETE SLAB ON GRADE BOTTOM................................................................1y4" I ` TYPICAL DETAILS HOT-DIP GALVANIZE THE STEEL AFTER FABRICATION IS COMPLETE, COVER: SLAB ON GRADE TOP.......................................................................1" - 1 2 2x JACK STUDS EACH -J FABRICATION..................................SHOP FABRICATE TO GREATEST EXTENT POSSIBLE BY FORMED CONCRETE EXPOSED TO EARTH,WATER OR WEATHER.......2' () WELDING INCLUDING BEAM STIFFENERS,COLUMN CAPS AND BASE,HOLES AND FORMED SLABSTOP AND BOTTOM..................................................1" SIDE OF OPENING CONNECTIONS.SUBMIT COMPLETE SHOP DRAWINGS FROM FIELD DIMENSIONS FOR THE INTERIOR FACES OF WALLS..............................................................1" ARCHITECT'S APPROVAL OF ALL STRUCTURAL STEEL PRIOR TO FABRICATION. COLUMNS OR PIERS(MAIN REINFORCEMENT)..................................2" DRAWING NUMBER:STANDARD SPECIFICATIONS...........AISC SPECIFICATIONS FOR STRUCTURAL STEEL MINIMUM REINFORCE ALL WALLS WITH#4 @ 12"IN EACH WAY EACH FACE AND 2-#6 EACH EDGE,U.N.O. BUILDINGS,ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN,THE AISC CODE OF REINFORCEMENT: IN SLABS,PROVIDE AT LEASTO.0018 TIMES THE AREA OF CONCRETE IN EACH DIRECTION,U.N.O. /�0 STANDARD PRACTICE,AND AWS STRUCTURAL WELDING CODE-STEEL. SPLICING OF AS SHOWN ON PLANS BUT NOT LESS THAN 40 DIAMETERS FOR SLABS AND BEAM BOTTOM BARS, REINFORCEMENT: AND NOT LESS THAN 48 BAR DIAMETERS FOR WALLS AND BEAM TOP BARS.PROVIDE A LAP OF 8" PROJECT NUMBER: ORI)4 SPACES,WHICHEVER 15 LARGER,FOR WWF.TIE WIRES TOGETHER AT LAP. TYPICAL HEADER SCHEDULE JAB TUTS Cppylght 2019 by THOMAG V.GALLIGAN.PE STEEL BEAM 12 TVG 1 SEE PLANS 2'-6" '2 10'-8" W CAP PLATE SEE ' DETAIL C3/S1 4"STD PIPE STEEL COLUMN I - Aq n (4)ANCHOR BOLTS : _I I 1 4"CONCRETE SLAB I .`} ,•' -.. {.. - - ' ! BASE PLATE ON%" ^ 24"WIDE x 12"DEEP - ! NON-SHRINK GROUT, C--— ---- CONTINUOUS FOOTING i r 6x6-W2.9xW2.9 W.W.F. - 1 I I � SEE DETAIL Bl/5002 � ': ': W/(3)#5 REBAR CONT. ! ! f BOTTOM I TOP OF SLAB I O 9^ 'CONCRETE FOUNDATION t"s+ s�•iC.aS>r Ake i.At � ",p.'YN -'h: 1 L,�s yw w1' +Y 6' ¢+ WALL W/2#5 REBAR,TOP,MID AND BOTTOM,WATER PROOF # EXTERIOR WALL SURFACE �'1 N k COLUMN ` FOOTING I 0 B4 I 1 6 . f 6"CRUSHED 6 CRUSHED 3-#5 BOTTOM I^ STONE STONE EA.WAY 51 6 MIL VAPOR '���.�' /r 6MILVAPOR I I t C..• BARRIER BARRIER •� __ ,.^ Q SEE FOUNDATION PLAN CD r' - i L _ 1. _A __ .{ 1�. DETAIL C4 ry C cn 2x STUD 2x SOLE PLATE y ` f., I EXTERIOR TYP _.. .. R I r I, PLYWOOD I'T&G PLYWOOD 4 -- 6'-11' FIRST FLOOR SCANNED EL,O'2x'RIM BOARD __.. ,:.�,:. .,. I . o S TOP OF FIN. - m i I ,= r i DBL SILL PLATE _ 1 A4 (PRESSURE TREATED) SI .. M I I DEC 3 2x8 FLOOR JOISTS,RIZE " 1 - •/� ` SEE PIAN FOR SIZE, ry ' -. ', 4"SLAB ON GRADE.9xW2.9 y. - 2019 an SPAN,AND SPACING - n -ti;— 51-ki tt 't{ >_J REINF W/6'x6' W2 0 t- W.W.F.ON VAPOR BARRIER I WATER PROOFING • i� I- —— T-�+ I J i f � STEGO WRAP i° SEEARCH.DRAWINGS 'q sl T E K > d I { '.I I xAi .P (BY STEGO INDUSTRIES) -- KI{ ON COMPACTED GRANULAR SEE FRAMING PLAN J1�• I { - $,' I .D SOIL FOR SPACING " I BASEMENT ELEV-8'-11"BELOW I a FIRST FLOOR ELEV.e i •,- I I I " (2)#5 HORIZ.CONT. to .r� '. .. .<f'Y d ..._._.—. _ A' FOUNDATION WALL,SEE N TOP&BOTTOM ' FOUNDATION PLAN � &MID WALL,TYPICAL • • ISOLATIONIOINT Z rS� .... { - PREPARED BY: FILTER FABRIC y f 4"DIA.PERFORATED SEE ARCH -" ASEMENT SLAB L -& - --- — —-- -- ----- --I— - THOMAS V. GALLIGAN, PE PERIMETER DRAIN,SEE TOP OFS B -;:- a '+ S} Y"" T' %+ ^1-"-+"" -1 } I 27 SUMMER STREET ARCH.TYPICAL IF REQ. P I i _ • e 4 _EL.SEE PIAN 12 THICK CONT i , p4Q� i ��S}' `�— � ' 1 _ WAKEFIELD,MA 01880 I FOOTING W/(4)#S REBAR p0 I i; •,iY 1 51 PREPARED FOR: i 1 CONT.BOTTOM I _ AJ' ° 2x4 SHEAR KEY r --�:J ^f 1 I (3#5 CONT. MS. ELIZABETH NOGUERA '_ 68 WASHINGTON AVENUE V i r - HYANNISPORT,MA 02601 8"SLAB WITH I6I#6 REBAR I � ......s. %1 LONG,(e)#S SHORT I PROJECT NAME: SECTION b�•• I� I ea I 68 WASHINGTON p� P4 ,> 4 = REPAIR 2x STUD 2x SOLE PLATE YeCm t .. i �� /� 0 J EXTERIOR TYPSTUD •� , �. r7 ;«- -,.n ..:-,..: ., < .r, ;r r<....;:.:. „s.«.:....:«. PLYWOOD �J"T&G PLYWOOD ,;� '� 11.04.19 rvAAA A TOPOFFIN, FIRST FLOOR ......_.. 1H or y1 i� Z. RIM BOARD DBLSILLPIATE (PRESSURE TREATED) I 2x8 FLOOR JOISTS, FOUNDATION PLAN xo tm {� SEE PLAN FOR SIZE, 2'-6" 5'_6" T-11a' 2'40O-' 5'-9�, 6'-2a s^f s _ WATERPROOFING {{ • SPAN,AND SPACING SCALE: 1/4'=1-0' j s t 0 00 SEE ARCH.DRAWINGS d +tO G+y - _ n NOTES: / 0 vm.__...�.._.._.......— ..-._.(- _�1 I _ .. SEE FRAMING PLAN d 1, BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 4'-0"BELOW ADJACENT GRADE. 10'-0"' / F FOR SPACING I O I. R PERMIT f d 6• 2. BOTTOM OF ALL INTERIOR FOOTINGS SHALL BE 18'BELOW GRADE. f y,- �� I _ y q, I DESIGNED BY: y DRAWN BY . + REVIEWED BY: (2)#5 HORIZ.CONT. 3. SEE FOUNDATION PLAN FOR FOOTING AND FOUNDATION WALL SIZES. e � FOUNDATION WALL,SEE a TOP&BOTTOM „ FOUNDATION PLAN &MID WALL,TYPICAL 4. » />> W> d " ", >> - W d >h D Z C 1 .1 E I K I Z K>d ] X X U &Z K D E h E > SCALE: • NOTED OTHERWISE IN SHEAR WALL SCHEDULE.SEE NOTE S. ' DATE: FILTER FABRIC ISOLATION 1DINT � --- - ORAWING NAME: 4"DIA PERFORATED SEE ARCH BASEMENT SLAB 5 CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH EXISTING FIELD CONDITIONS PRIOR TO POURING y+tO +tO PERIMETER DRAIN,SEE FOUNDATION. ' p ARCH.TYPICAL IF RED. - r• Q (i ELo SEE PLAN _ i. FOUNDATION PLAN 2x4 SHEAR KEY 42'-9" (3#S CONT. t DRAWING NUMBER: 1 � — '.•Yavel.. S1 PROJECT NUMBER: SECTION A4 r-,-0 Copyright 2019 by THOMAS`/..GALLIGAN.PE r N/F `� :. Nicholasm p_ A4cC `' _ 53.24' ✓H• Orr obe & OVERLAY DISTRICT: a ecsa � / N83' W - s — CBnd. 38, 15„ _ Fence S83'—_ Tr AP — Aquifer Protection Overlay District " •� 38' CB/DH 60.00, } Fnd. Lot Z GCB/DH 60 01' ZONE: Fn d. N83'�38' 15"W _ RF-1 s�; 6 8,106±SF LCB I Area (min.) 43,560 SF t f— — Fnd. Fronts a (min) 20' rQl M.te Width min) 125' ec�1, t4 c J O Setbacks: L -s _ O Front 30' 4.4- Side 15" J Reor 15' Septic system location LOCATION MAP: obtained from Town As O Built card dated 119187. Scale: 1" = 2000'f O FLOOD ZONE: _ Zone X (Min. Flood Hazard) B.H. Community Panel " ASSESSORS REF.: July 16, 2014 Map 287 Parcel 95 NSF B.H. Katherine J G. & Harry L 11.9' Al versos N U) 1- DIRECTIONS: N I Shr. 3 From Hyannis — Follow Main Street to the M ^1 s� NSF O West End Rotary, Take third exit onto Joseph F. N �� Scudder Ave. Turn left onto Washington Ave. t0 N Shay 'Ir. h N #68 is on the left. #68 o + o REFERENCES: 2 Sty. W/F Dwelling 0 Deed 8K. 24050 Pg.,53 6.0' Plan Elk. 115 Pg. 129 -o Lot 2 W � 11.1' Roofed porch sue° Deck _o O / 28.5' 11 , 0 33.4' 3 53.66' 18.6' N83 38, stone Wolf `p�ZH /I4ss s0ow0 N83' 38 15 / W 60.00, LES ND T. CyG Edge of Pavement N83. 38' „W OW v 15 0. 9� y Washin to 9' n A venue SIbNAI (45' Public Way) TIRE: PREPARED BY: PREPARED FOR. NOTES Site Plan Of Hawthorne Cottage LLC 7.) The property line information shown was S • Existing Conditions j]/]n Engineering& compiled from available record information At U V(,Lll COn811�Un Inc CIO Augusta Moravec m g 2.) The dwelling was located from an on g� 9224 Vendome Dr. the ground survey performed in 68 Washington Ave 42833"-P.O.Bae659.711 Main Sum%Ostuvliie,MA02655 December 13, 2019 Barnstable (Hyannis port) Mass. c °°`ieauONa"Wn.ain•ewwwAullimne�nxarn Bethesda, MD 20817 Draft: CTR ASL Field: CTR K 40 0 20 40 DATE: SCALE: Review: CTR ca/c.: ASL �a December 18, 2019 1" = 20' Pro' t: Isenstadt Project . 3900024 I' N'cholasrrl D_Mac OVERLAY DISTRICT: 53.24' J.H. obe & AP — Aquifer Protection Overlay District j CB/DH N83' Marr Trs• �c Fnd. 38' 15"!y — Fence S83'g o . 15" ZONE: CB/DH 60.00, ? c Fnd. 60.01' RF-1 r �+�•• \� CB/Del I Area (min.) 43,560 SF �ysr *^ Fnd. N83' 38' 15"W _ Fronto a (min) 20' ° tfr)s0,.�; e Width min) 125' LCB I a Fnd. Setbacks: t 30' Side 15' Lot 2 Rear 15' :• *** � � a � 8, 106f SF FLOOD ZONE: LOCATION MAP: Proposed. 12.4xl2.5' Zone X (Min. Flood Hazard) Scale: 1" = 2000'f Deck and Access Stairs Community Panel No. Kathere IP 9 July 2 00 CO 6 J in Harr # y 1 5 8 16, 2014 Alverson y L — I - ASSESSORS REF. Map 287 Parcel 95 I I 1 12.4' DIRECTIONS: _N h - N I 1 I 12.3' N z;k From Hyannis - Follow Main Street to.the e F t° West End Rotary, Take third exit onto Jos Ph F. N Scudder Ave. Turn left onto Washington Ave. Shay Jr. #68 tri N I I is on-the left New Concrete Foundation ; to 0 3. REFERENCES: L Deed BK. 24050 Pg. 53 .v Plan Bk. 115 Pg. 129 Existing Building ` Lot 2 (Dashed Line) (�♦ a Located on v Dec. 13, 2019 • —7— J 1 Existing Porch and deck located on Dec. 13, 2019 T Decking removed for 53.66' construction N83' 15„w — BUILDING DEPT. 60.00' N83' 38' 15"w _ 60.00' SEP 25 2020 Edge of Pavement N83' 38' l 15,.W _ TOWN OF BARNSTABLE Washington A Ven ue _ a�(45' Public Way) 03 �S_ nRE: PREPARED BY., PREPARED FOR: N01ES SCANNED Site Plan ,,{ p Hawthorne Cottage LLC 1) The property line information shown was Proposed Deck and Stairs Englneering& compiled from available record information = CIO Augusta Moravec 2 The new concrete foundation was located At SUIliVan Consuldn ,Inc g ) a6 � n g 9224 Vendome Dr, on April 10, sozo: 68 Washington Ave tM'M«�P ti �OMM Bethesda, MD 20817 Barnstable (Hyannis Pert) Mass. roltr CTR ASL Field: C1R x 4a 0 20 DAZE: SCALE: : R . Aso August 25, 2020 20 Proj&ct isnstodt Pro'ct 3900024 1 TOP TRIM DETAL CEELING HEIGHT 93 1/2"+- 3 1/2" :-- - - - �--- CROWN BUILDING DE? . -- - FASCIA nailer block SEP.2 5 2020 M ---CABINET DOOR INSET INTO BEADED TOWN OF BARNS-TABLE FRAME 184" � E _ 7n 7n 7n 1rr 6'/ n 5 r UT309012 39,-6 40 8 , 30 2 —42 2 24 CU _. ,� , i - �� ®Q W3936 W3036 m i i' OD IL W o '® O w Co _ �_J ABL12-26 BWDMB1 =x w cn W_J c -.- GA a -----BPOS-1 -_ - ------ --- A36 ---TB9R26D,------ -- PULL BASE CABINETS OFF WALL 2 wJE ? BEAM 2"+- ch FROM CEILING o s In CA) B P1 I -REP 1/2-FTK- 1/2- L F H (� r -..y ----------- ------------------------ r - € r B 8R HD B33-3 B33-3 (n rn r W2736 W3036 W3036 =W2736 W3036 W2524-BT 18t1836L --- 774n -- A 22Zrr 422" A 1191, 104;" 184" 266," All dimensions _size designations CAPE and ISLAND This is an original design and must Designed: 7/21/2020 given are subject to verification on KITCHENS not be released or copied unless Printed: 7/21/2020 job site and adjustment to fit job MICHELE LINCOLN, CKD applicable fee has been paid or job conditions. HYANNIS LOCATION order placed. 508-815-1648 Moravec-HAWTHORNE COTTAGE FINAL All Drawing 4: 1 No Scale. ' i 1 84" fl 39'+ 40 s++ 301— / 68;s' " 7 f+ 5 f 39;g' 40 8+f 30 z+f 42 2++ 6 241+ - �N (D W3936 W3036 o ESR636 M c-IN �L o Y J o bo VJ L0 - o L , �� o Zo Jim Y , (D coABL12_.BPOS-'BWDMB1 SBA36 DT750SSFSS) 6D B33- 3 co N N NJ 7" 12" :1 81e 3 " 2 n 9 47 6f+ 24n + + 16 1B 59 a ff ++ 30+f 94 s++ 16 All dimensions _size designations CAPE and ISLAND This is an original design and must Designed: 7/21/2020 given are subject to verification on KITCHENS not be released or copied unless Printed: 7/21/2020 job site and adjustment to fit job MICHELE LINCOLN, CKD applicable fee has been paid or job conditions. HYANNIS LOCATION order placed. 508-815-1648 Moravec-HAWTHORNE COTTAGE FINAL El 1 Drawing #: 1 No Scale. E✓ 101 4 13" 15" ---42" 17" 13" 0 � RH11 423021 N WESR63611536 W1536R 00 LO I� IcAJ 0 0 _ B33-3 PGS95 ,:SE4FS.S BLSS36R 35 4" 3 36" 50111 51 " All dimensions _size designations CAPE and ISLAND This is an original design and must Designed: 7/21/2020 given are subject to verification on KITCHENS not be released or copied unless Printed: 7/21/2020 job site and adjustment to fit job MICHELE LINCOLN, CKD applicable fee has been paid or job conditions. HYANNIS LOCATION order placed. 508-815-1648 Moravec-HAWTHORNE COTTAGE FINAL - El 2 Drawing #: 1 1 No Scale. 266 Alc kVE 8" ow In 3 II n 1rr s 1 n n 1 n I nAll1 n n 3 II n t o 8 B 2 4 4 FN i RH5 363( W2524-BT: -N = 836 u��� W3036 W2736 W3036 W3036 W2736 336 to rl — EM31 D.,. q, Ll 'I® K uVI may. y.x A XU'l V �to r� PGS950SEFSS R �633-3 �633-3 BR12 GFWS1700HWWFWSI7UGH11VN -FD B33-3 MAl I s9 e o 0 L E rr 9r r rr rI 15" 1tn 9 7 18 16 78 n " 1 _n +s 16 is z a z r 3" 1n 1311 3n 7n a s 1s s +s 1791111-6' 28 4" 57;8' 266 a' All dimensions _size designations CAPE and ISLAND This is an original design and must Designed: 7/21/2020 given are subject to verification on KITCHENS not be released or copied unless Printed: 7/21/2020 job site and adjustment to fit job MICHELE LINCOLN, CKD applicable fee has been paid or job conditions. HYANNIS LOCATION order placed. 508-815-1648 Moravec-HAWTHORNE COTTAGE FINAL El 3 Drawing #: 1 No Scale. 174°' 311 13" 21 Orr 33" 36 -- 69 2rr A 44" 30" I co p RW3618-27D W2736 W2136L W3336 bo q1 LO � REP3l4 '` u�t 309012 " �' o , REF'36X70, 5 0*1 B18R-FHD 6 B33-3 .' M y 111001 rr �4rr 3 33rr _rr 3 " 12" 67 Z n 4 4 86 2 rr 87 2 rr All dimensions _size designations CAPE and ISLAND This is an original design and must Designed: 7/21/2020 given are subject to verification on KITCHENS not be released or copied unless Printed: 7/21/2020 job site and adjustment to fit job MICHELE LINCOLN, CKD applicable fee has been paid or job conditions. HYANNIS LOCATION order placed. 508-815-1648 Moravec-HAWTHORNE COTTAGE FINAL El 4 Drawing #: 1 No Scale. N 11 3 JOSEPH G. HORNE L.C. 20173 CERT. 9673 p E BK.63 PG.53 W n O U J m i c's S 93' 36' 15'E 173.25 L.C.B. 4 53.26 60.00 60.00 W 1 2 3 D N 7,222 SQ.FT. 8, 106 SO.FT. 6,106 SQ.FT. W Q 3 j d Ip a to W if) ol Z � a 3 W W / o aol $ 3 z !D cl N a � m ' r � r i i• � n 2 (A r Q N J 53.66 60-00 60.00 N 83' 36' IS"W 173.66 d WASHINGTON AVENUE (PUBLIC) I ,�"_ Tf,BI,F� P u, PLAN OF LAND IN HYANNI SPORT FOR ROBERT W. STONE +n10 ALEXANDER & ABBIE B. LIGHTFOOT JUNE 2 , 1954 SCALE 1"=30' TMS Pt..AN4 DOES NOT REQUIRE THE APPROVAL DEED REF. SK.643 PG.472 Of- THE BOARD OF SURVEV A KELLY a SWEETSER - S"�s�rehp__ _ _ _ _ _ - - - - ENGINEERS 1 1 1 OENNISPORT, MASS. -== - -- - --�- '� — BARNSTABLE BOARD OF SURVEV SA24 A314A -� o-v'R? 115 1 9