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0018 ROSARY LANE
i8 �,o Sa-�� L.ct�.� ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 5iy_ �32. Application # V S03 Health Division Date Issued / f l3 471 Conservation Division Application Feeip Planning Dept. o I� d�'vt.k$' Permit Fee Ms fob ?S Date Definitive Plan Approved by Planning Board G� / 3 Historic - OKH _ Preservation/ Hyannis 41 Project'Street Address J Village wner� � !/N� . Go7'��. / �, Address� ax ,5l7 elephone P�ermrRequest LIZ Square feet: 1 st floor: existing proposed V 2nd floor: existing proposed Total new Q Zoning:District Flood Plain Groundwater Overlay Project Valuate�l di C00 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: )(Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes X No Fireplaces: Existing 'New Existing woel/coal st".: ❑.*s ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: xisting �j neal 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# �O Current Use Proposed Use. She._-- _ 00 - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /V® Z�H Oyu I i 6At;7&t70� elephone Number Address;- License# b S Z t3 / 0 Home Improvement Contractor# 1 Worker's Compensation # lip/(, 2, S AL CONSTRUCTION DEBR S RESULTIN O�I THIS PROJ ;WILL BETAKEN TO SIGNATURE AMAZ7 __ DATE �f Z�13 U I i{ FOR OFFICIAL USE ONLY ,ems APPLICATION# rF DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER t t , 4; DATE OF INSPECTION: •'�fF0.l1NDATI.ON�F.�;��'t�3tJFtirs4.�1=�u�r� . I FRAME =:INSULATION .:L. FIREPLACE ELECTRICAL: _ ROUGH FINAL r PLUMBING: ROUGH FINAL �! GAS: _ ROUGH FINAL i frt FINAL BUILDING: -DATE CLOSED OUT. 'r ASSOCIATION PLAN NO. NORTH ATLANTIC CC>NS-I-'RUCTION, INC. June 11, 2013 Town of Barnstable Building Department, North Atlantic Construction Company will Supply the W/C certificate of insurances for all sub- contractors when hired . Thank you for your attention to this matter Tom Cote' North Atlantic Construction. 25 B Street, Burlington, MA 01803 Mailing address: Post Office Box 170998, Boston, MA 02117 Office: 781-272-7666 Fax: 617-437-0026 ►*U*lp 4)@ **?<?<At99++@4s99f**r @44 ��rr► , NORTH ATLANTIC CONSTRUCTION, INC. June 11, 2013 Town of Barnstable Building Department, North Atlantic Construction Company will Supply the W/C certificate of insurances for all sub- contractors when hired . Thank you for your attention to this matter Tom Cote' North Atlantic Construction. 25 B Street, Burlington, MA 01803 Mailing address:Post Office Box 170998, Boston, MA 02117 Office: 781-272-7666 Fax: 617-437-0026 . r Town of Barnstable Regulatory Services ASSThomas F.Geiler,Director Building Division Tom_Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us - i i Office: 508-862-4038 Fax: 508=790-6230 i - - i Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject ro l p pert9 hereby authorize O� 1 Cu(1i (� Y�,/Uo act on ray behalf, in all utters relative to work authorized by this building permit O �oSa✓ L� (Addres of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S' ture of Owner Signature of Applicant Print Name Print Name h II 12-0(-Q, Date QYORMS:OWNERPERMISSIONPOOLS 62012 r The Commonwealth of Massachusetts _V Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111w ww mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name(Business/Organization/Individual): M*_a Address: Z S \1� City/State/Zip: Phone#: 26 Z' d 7,A 7 Are you an employer?Check the appropriatePox: Type of project(required): L❑ I am a employer with 4. I am a general contractor and I employees(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 ship and have no employees These sub-contractors have g. ❑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 repairs or additions q ] 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.❑ Other 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:tic ' r� t Policy#or Self-ins.Lic.#: W c 0���� !. Expiration Date: I Z—.3/— 2�0 7 Job Site Address: \ 19 \ 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 certi un er the pains and pen a of perjury that the information provided above is true and correct. Si ature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions : Massachusetts 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 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 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 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen isor License: CS-052582 " THOMAS P COTF 109 MARLBOROUGH S BOSTON MA 02116754 ��• I I j�lExpiration Commissioner 12/10/2014 i The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin a�r Secretary of the Commonwealth,Corporations Division One Ashburton Place, 17th floor � . '" Boston,MA 02108-1512 ah Telephone: (617)727-9640 NORTH ATLANTIC CONSTRUCTION, INC. Summary Screen Help with this form F7 Requests Cernftca -771- � The exact name of the Domestic Profit Corporation: NORTH ATLANTIC CONSTRUCTION,INC. Entity Type: Domestic Profit Corporation Identification Number: 046051657 Old Federal Employer Identification Number(Old FEIN): 000302352 Date of Organization in Massachusetts: 05/05/1989 Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day:00/00 The location of its principal office: No.and Street: 25 B STREET City or Town: BURLINGTON State:MA Zip: 01803 Country:USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No.and Street: City or Town: State: Zip: Country: e Name and address of the Registered Agent: Name: THOMAS P COTE' No. and Street: 25 B STREET City or Town: BURLINGTON State:MA Zip: 01803 Country:USA The officers and all of the directors of the corporation: Title Individual Name Address(no Po Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term PRESIDENT THOMAS P COTE P O BOX 118 CONCORD,MA 01742 USA PRESIDENT THOMAS P COTE 109 MARLBOROUGH ST BOSTON,MA 02116 USA TREASURER THOMAS P COTE P O BOX 118 CONCORD,MA 01742 USA SECRETARY THOMAS P COTE P O BOX 118 CONCORD,MA 01742 USA DIRECTOR THOMAS P COTE P O BOX 118 http://corp.sec.state.ma.us/corp/corpsearcK/CorpSearchSumm4ry.asp?ReadFromDB=True&... 7/5/2013 The Commonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 2 of 2 II CONCORD,MA 01742 USA I I business entity stock is publicly traded: _ x The total number of shares and par value, if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares CNP $0.00000 1,200 $0.00 100 Consent _ Manufacturer _ Confidential Data = Does Not Require Annual Report Partnership X Resident Agent X For Profit _ Merger Allowed Note:There is additional information located in the cardfile that is not available on the system. Select a type of filing from below to view this business entity filings: ALL FILINGS Administrative Dissolution Annual Report Application For Revival Articles of Amendment V1ev%Ftli gs: '. New Search Comments m 2001-2013 Commonwealth of Massachusetts All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 7/5/2013 06/11/2013 14:09 FAX 781 942 2226 GILBERT fa001 i ��p® CERTIFICATE OF LIABILITY INSURANCE DATE IMMIDDIYYYY> 6/11/2013 HIS CIERT151CATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed- If SUBROGATION IS WANED, 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 endorsament(s). PRODUCER CONTACT Dawn Cram CIC CISR NAME: Gilbert Insurance Agency, Inc. PHONE (761)942-2225 P No:(781)942-2226 137 Maid Street A PS :dcram@gilbertinsura.nce.com INSURERS AFFORDING COVERAGE NAIC t¢ Reading MA 01867-3922 INSURER A;HA=YSVILLE/WORCESTER INS CO. 26182 INSURAO INSURERs:Nationwide Mutual North Atlantic Construction, Inc INSURERC: 25B Street INSURER D: INSURER E: Bur11n 'ton MA 01803 IN9URERF; COVERAGES CERTIFICATE NUMBER:12-13 MASTER 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 ADDLSUBR TYPE OF INSURANCE POLICY NUMBER MMIDDnEyF POLICY F-XP LTR MMmD/YWY LIMITS GENERAL LIABILITY F-ACN OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAISE E TrE.RENTEU S 100,000 A CLAIMS-MADE Y OCCUR PP00 00 00577 60L 12/31/2012 12/31/2013 MED EXF(Any oneperson) $ 5,000 PERSONAL SADVINJURY $ 1,000,000 GENERAL AGGREGATE- S 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCT$•COMP/OP AGG S 2,600,000 JECT X POLICY PRO- LOC S AUTOMOBILE LIABILITY COMBI tlpDl SINGLE LIMIT 11000,000 ANYAU70 BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED 00000038121E 12/31/2012 2/31/2013 AUTOS X AUTOS BODILY INJURY(Per scGtlent) S X X NON-OWNED PROPERnF AMAGE $ 1 OOO D00 HIREDAUTOS AUTOS r I T1PLB $ UMBRELLA L1AB H OCCUR EACH OCCURRENCE S A EXCESS LIAR CLAIMS-MADE - AGGREGATE $ DED I X I RETENTIONS 00000056927E 2/31/2012 2/31/2013 5 A WORKERS COMPENSATION WC$TATU- OTI.1- AND EMPLOYERS'UABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE� NIA A E.LJEACH ACCIDENT S 500,000 OFFICERWEMBER EXCLUDED? 000000283258 12/31/2 12 12/31/2013 (Mandatory In NH) E. DI$EASE.EA EMPLOYE $ 500,000 if yes,aoserlba under DESCRIPTION OF OPERATIONS below DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101.Additional Remarlls Schedule.If more space Is redulred) Job: 18 Rosary Lane, Hyannis, MA CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE , THE. EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable Town Hall Barnstable, MA AUTHORIZED REPRESENTATIVA M Gilbert, CIC DAWN `A0;ORD 25(2010/Q5) 01988-2010 ACORD CORPORATION. All rights reserved. INS025(Zolam).o1 The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 03Z Application Health Division Date Issued 3aq LZ�) Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 1h, wo Historic = OKH — Preservation/Hyannis Project Street Address / F 05 A62 y 6*4 Village <� Owner A-rWi4a v 66ti Ta 4�40Vb7eu37— Address Telephone S a 36 9-5a7� Permit Request AIA Square feet: 1 st floor: existing proposed 2nd floor: existing/V proposed Total new Zoning District Flood Plain Groundwater Overlay r Project Valuation 2—lo $DO Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 2 ao0 lDY RSHistoric House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) /V1,¢ Basement Unfinished Area (sq.ft) Number of Baths: Full: existing '` new Half: existing new 7— Number of Bedrooms: v existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XLGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �No Fireplaces: Existing New Existing woc i! oal stoves ❑12s ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: Q E Kisting neversize_ i -�n Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: C" cry Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 00 Commercial ❑Yes ❑ No If yes, site plan review# a c Current Use Proposed Use A*/� S2ru�r APPLICANT INFORMATION Y _ r _(BUILDER OR HOMEOWNER) � --�7 2 Name PA..7/ 4,'O1V51P MPdFelephone NumbeC?.5/.�3�4"�524--- n .� Address `y License# 5 Z-S S (seX .rr.464 D� 01$ Home Improvement Contractor# Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE t DATE 3-7 2�1y `e FOR OFFICIAL USE ONLY APPLICATION# b DATE ISSUED MAP/PARCEL NO. ADDRESS " VILLAGE OWNER 1_, y 1 1 �f �. DATE OF INSPECTION: FOUNDATION tx FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL "= y s� 6� PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT - t- ` ASSOCIATION PLAN NO. r A The Corn rnortivealth of Afassachusetts, Department of Industrial Accidents Office of Investigations' 600 Washington Street Boston, MA 02111 ,:• y www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information L j- Please Print Legibly Name (Business/Organization/Individual): Oig7 i rJ r �� �O/l�j� �IG�OIIJ :;r IV-4— Address: Z - S 'E 971 City/State/Zip: 1J I 0180 3 Phone.#: 7$J-3�6"S9'd% 78 -;Z7Z� Are yo employer? Check'the appropriate bog: Type of project(required): 1. Tam a er with employer 4. I am a general contractor and I p y 6. ❑New construction employees (full and/or part-tune).* have hired the stab-contractors 2.0 1 am a sole proprietor or'parl�er-' listed on the-attached sheet T. 0 Remodeling 'These sub-contractors have g• D Demolition ship and have no employees working for me in any capacity. employees and have workers' 9 Building addition [No workers'-comp.•insurance• comp. insurance.t required.] S. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 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.E Roof repairs insurance required_] t c. 152, §1(4), and we.have no employees. [No workers' 13:❑ Other comp. insurance required.] *Any applieant.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 anew affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. 1f the sub-contractors have employees,they must provide their workers'comp.policy number. ,ram an employer that is providingr workers'compensation•insurance for my employees. Below is the policy and job site inforntation. Insurance Company Name: Policy#or Self-ins.Lic. #: �Jli ihSZ Expiration Date: /2'31-2,00 ' Job Site Address�� �i4.�t 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 crimirial penalties of a fine tip 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 Jnvesti ations of the DLA for insurance coverage verification. x do hereb rth ender the pains and pen. Id f pUy that the information provided T albove is true and eorre"ct. Date: ZOM *41 Si afore: — Phone#: Offtcial use•only. Do not write in this area, to be completed by city or town offlciaL :City or Town: Permit/License # Issuing Authority(circle one); ` 1.Board of Health '2:Building Departrnent 3. City/Town Clerk 4.EIectrical Inspector S.Plumbing Inspector 6. Other i ions Information aA-fi. 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 6ustee 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 Iocal 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 vdth 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-con6actor(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 rn retued 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 permiulicense number which Rill 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" f.he applicant should write"all locations is (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 fo 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 Deparftnent of Industrial Accidents Off lice of lavestigati.ons. 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 ar 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22.06, www.mass.gov/dia 02/03/2019 12:33 FAX 781 942 2226 GILBERT INSURANCE 10 001/uul AC- CERTIFICATE OF LIABILITY INSURANCE DA2/03/2010TF ) TM oz/o3/2010 PRODUCER (781)942-2225 FAX (781)942-2226 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Gilbert Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 137 Main Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Reading, MA 01867-3922 INSURERS AFFORDING COVERAGE NAIC# INSURED North Atlantic Construction, Inc WSURFRA: HARLEYSVILLE/WORCESTER INS CO. 26182 256 Street INSURERS; Burlington, MA 01803 INSURERC:' INSURER Dt 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 MEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY 9XPIRATION -- 'LIMITS GENERAL LIABILITY CB8G1652 12/31/2009 12/31/2010 EACH OCCURRENCE S 1,000,00 X COMMERC)Ad.GENERAL LIABILITY —DAMAGE TO RENTED S 1001.200 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY S 11000,000 _ GENERAL AGGREGATE $ 210009000 GGN'L AGGREGATE LIMIT APPLIES PER PRODUCTS.COMP/OP AGG S 2,000.000 X POLICY EJPRO- EGT Lac AUTOMOBILE LIABILITY BA8G1652 12/31/2009 12/31/2010 COMBINED SINGLE LIMIT $ ANY AUTO (Es accident) l,000,00 ALL OWNED AUTOS BODILY IN Z A X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY 5 X NON-OWNED AUTOS (Per acelclent) " 4 PROPERTY DAMAGE S (Peracdgent) GARAGE LIABILITY d. AUTO ONLY•EA ACCIDENT S ANY AUTO EA ACC S OTHER THAN AUTO ONLY: AGG $ ° E710E55/UMBRELLA LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MAOE AGGREGATE S • *, S OCOUCTIBLE S RETENTION $ 5 WORKER5 COMPENSATIONAND WC8G1652 12/31/2009 -12/31/2010 WC STATU- X OTH- EMPLOYERS*UA13JUTY A ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 500.000 OFFICER/MEMBER EXCLUDED? - E.L,DISEASE•EA EMPLOYE 5 - - SOO 00 It r,de:cnbe under - SPECIAL PROVISIONS belo,, E.L.DISEASE POLICY LIMIT $ 500400 OTHER DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES!EXCLUSIONS ADoeD OY ENDORSEMENT 1 SPECIAL PROVtS10N5 -CERTIFICATE*HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 8E CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL"ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER S AGENTS OR REPRESENTATIVES, Proof Of coverage AUTHORIZED REPRESENTATrvE [lawn Cram ACORD 25(2001108) FAX: (781)272-1666 ©ACORD CORPORATION,1988 NMISS k-J"Isctts D2�)a►tmui't of`P,'f�St indat ds Rc'tul.itiOl s k .�rgp t,�l'ot Buildm erwsar Lic�rt►se 1 r CohstruGtion Sup 52582 ` ;'License CS` ' _ R�stl�+ated jo: 0�� �4,n • , ��,� THbMA , 09 MARLBOROUGF,ST -1 fig., ,j r BOSTON, MA 02116. t Expiration. 1DJO12010 . 8651 Mar 03 2010 10: 28PM COTE . FISHERIES IN+C 7818348766 p. 2 'Arthur V. Cote Jr. Land Trust 18 Rosary Lane Hyannis, Ma 02601 March 3, 2010 To whoin it may concern; t have authorized North Atlantic Construction to do work on my property at 18 Rosary Lane, Hyannis, Ma. I have authorized North Atlantic Construction to obtain the necessaty building permits to proceed forward in the construction on the property at 18 Rosary Lane;For any questions concerning this matter may contact me at'508 364 5073 or by mail at 92 Cross St. Marshfield, Ma 02050. incerely ,Arthur V. Cote Jr. Town of Barnstable Building Department Brian Florence, CBO Building Commissioner, 200 Main Street, Hyannis, MA 02601 www.town.barnstab le.ma.us - 'Pre-application for Business Certificate Date 1 MaOW Parcel Applicanty Information - Applicants Name Applicants Address ' Email Address�ANAAQ,L-PVC Telephone Number=i;5b --'7� 1-.Z5&-0 Listed E9 Unlisted ❑ n Business Information New Business? ------=--------------------------- ----- Yes Business is a registered corporation? - ------------------- Y No If yes Name of Corporation OF 6-2n o Does business operate under the registered'corporate name? Yes N� Is the business a sole proprietorship or home occupation? -__-_-__ Yes No If yes then a Home Occupation Registration is required-See Building Division Staff Name of Business s� Business Address . Type of Business Buildin ommissioner Office Use 011LIV Condition �� i h� Building Commission Clerk Office Use Only YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates [cost$40.00 for 4 years]. A business certificate ONLY REGISTERSYOUR NAME in taws [which you must do by M.G.L-it does not give you permission to operate.) You must first obtain the necessary signatures on this.form at 200 Main St., Hyannis. o Take the completed form to the Town Clerk's Office, 1 st Fl., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. ti. _ DATE: 1a- l. O l U ;FiII in please: - APPLICANT'S YOUR NAME/S: R. BUSINESS YOUR HOME ADDRESS: 4Y GrjetiN1i4_-SAill 0a.0 to TELEPHONE # Home Telephone Number(�13— laL;—?MORN � NAME OF CORPORATION: lS c. ' NAME OF NEW BUSINESS 1 TYPE OF BUSINESS (V V jGc2 SiAgOe IS THIS A HOME OCCUPATION? YES _N0_Z_ ADDRESS OF BUSINESS MAP/PARCEL NUMBE x Assessin x � When starting a new-business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This farm-is intended to assist you in obtaining the information you may need. You MUST PO TO 200 Main St. (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your:business in this aown,- 1. -BUILDING ISSIONER'SOF This-individual has bee r d of an p mit requirements that pertain to this type of business, u med Signature** COfiAMENTS:: (P> t - - 2; BOARD-OF'HEALTH i This1ridividual has been ,Of the permit requirements that pertain to this type of business. i MUST COMPLY WITH ALL J Authorized Signature** .NAZARDOUSIMMTERIAL.S REGUUIT40114. COMMENTS 0 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has 0kn ' of the licensing requirements that pertain to this type of business., L r � "oriz i azure i - COMMENTS: 0 l - 1 � I r �'MWE Town of Barnstable 200 Main Street Hyannis,Massachusetts 02601 sAxxSees[.E. +' ib 9 '0riro��.r� Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner Phone(508)8624679 Fax(508)862-4725 www.town.barnstable.ma.us October 12, 2012 Mr. Arthur V: Cote, Jr. Cote Fisheries_Inc. P. O. Box 517 Marshfield, MA 02050 RE: Site Plan Review#020-12 Cote Fisheries, Inca 18 Rosary Lane,Hyannis, MAMap 344, Parcel 032 Proposal: Construction of a new 3,000 s.£ building in an existing gravel storage area at a previously developed site. It is intended to.move.the storage and repair of fishing/lobstering equipment that is presently in one half of the existing onsite building, into the new building. The ambulance business located in half of the_existing building will remain. Dear Mr. Cote: Please be advised that at the formal site plan review meeting held October 11, 2012,the above- referenced proposal was approved subject to the following: • Approval is based upon and must be substantially constructed in accordance with plans entitled. "Site Plan of Land 18.Rosary Lane, Barnstable (Hyannis), MA, Scale l"=20', dated September 24, 2012 with final revisions October 9, 2012,prepared by Eagle Surveying, Inc., Yarmouthport, MA prepared for Cote Fisheries, Arthur V. Cote, Jr. Trustee and, existing and proposed floor plans received October 9, 2012 depicting sq. ft/uses and maximum number of employees proposed . • Entire site including both buildings is limited to 20 employees total. • Outside storage of corroded metal.is prohibited in the Groundwater Protection Overlay District.. • Proposed mezzanine is to be used for storage only • Future tenant for existing building must receive approval. • Onsite hazardous materials are limited to household quantities in the Groundwater Protection Overlay District. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file: Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator. CC: Tom-Perry, Bu� _ ilding Commissioner Health Department Hyannis FD Steve Haas,Eagle,Surveying, Inc. - Jan. 14. 2019 2: 18PM No. 1121 P. 1 TOWN OF BARNSTABLE 2014 DIECT Am$44 FRRN-TABLE TM i CLERK, MASSACHU'SETTS BUSINESS CERTIFICATE ATE ISSUED: 12/17/2014 DATE'RENEWED; OOK:201 RENEWAL BOOK: RENEWAL PAGE: AGE: 14-476 DATE DISCONTINUED; ERTIFICATE EXPIRES: 12/17/2018 DISCONTINUED BOOK: DISCONTINUED PAGE: In conformity with the provisions of Chapter One Hundred and Ton(110),Section Five(5)of the General Laws,as amended,the undersigned hereby declare(s)that a business is conducted under the title below,located as shown,by the following named person,persons or corporation: �AS ;NIN NYT1d Ctlll ) "::17 D: .. : JAAf'I�(}THti • .A. lA; l(A 7CE � : 2,N �Fa EI c i taUi '1x Nor ;_ E Cy4:.,a:;.a_.: �"_',;!. �:.z..�.,y..r" LOU'S CUSTOM EXHAUST 18 ROSARY LN,HYANNIS MA 02601 MAILING ADDRESS: 13 ALDRIN RD PLYMOUTH,MA 02360 UIPRENDED INC DREG NEARY 41 GREENFIELD LN SCITUATE,MA 02066 Signatures: THE ABOVE NAMED PERSON(S)PERSONALLY FARE EFORE ME AND MADE OATH THAT THE FOREGOING STATEMENT IS TRUE. t TITLE ldcntification Presented: DATE; December 17,2014 CONDITIONS: SIGN PERMIT,HAZARDOUS MATERIALS TO HOUSEHOLDS QUANTITIES In accordance with the provisions of Chapter 337 of the Acts of 1985 and Chapter 110,Section 5 of the Mass General Laws,Business Certificates shall be in effect for four years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the city clerk upon discontinuing,retiring or withdrawing from such business or partnership. . Copies of such certificates shall be available at the address at which such business is conducted and shall be furnished on request during regular business hours to any person who has purchased goods or Services from such business. Violatlons are subject to a fine of not more than three hundred dollars($300)for each month during which such violation continues. .------------. _........................------------------- CERTIFICATION CLAUSE - �- I certify under the penalties of perjury that 1,to the best of my knowledge and belief, have filed all state tax returns and paid all state taxes req i e under law. �. ignature of 1 i id or orporate Name ands[ ) By: Corporate Officer(Mandatory if applicable) 4M or Federal ID Number i This license will not be issued unless this certification clause is signed by the applicant. • Your social security number will be furnished to the Massachusetts Department of Revenue to determine whether you have met lax filing or tax payment obligations. Licensees who fail to correct their non-filing or delinquency will be subject to license suspension or revocation, This request is made under the authority of Mass.G.L.Cha 62C,S.49A. Town of Barnstable ' � a Building Pdst T �S�Gartl oThatWE tre t A' "rovedPlans Must eR,;. .,a>�% . . _e PP . ` Posteidnt�l �nal$Inspection Has�Been Made 3 >�R e�e�a Certificat�ofrOcc a c. =°as Re aired:sac �Bu�ldiri shall Not be Occu ied�unt�l'a Final ins:""ection�has been:made Permit .P.. -3 Permit-No. B-17-821 Applicant Name: COTE,ARTHUR V JR TR Approvals Date,issued: ',04/20/2017 Current Use: Structure Permit Type: Building-Sign Expiration Date: 10/20/2017 Foundation: Location: 18 ROSARY LANE,HYANNIS Map/Lot 344-032 Zoning District: B Sheathing: Owner on Record: COTE,ARTHUR V JR TR � Lontra�ctor Name Framing: 1 Address: ontractor License 92 CROSS ST � � � � � � � 2 MARSHFIELD,MA 02050 Est roJect Cost: $0.00 Chimney: Description: 26.4 sq,ft sign for LADDER SIGN FOR 18 ROSARY LANE ;Permit Fee: $75.00 Insulation: Project Review Req: 26.4 sq ft sign for LADDER SIGN FOR 18 ROSARY LANE VC-Paid" 5 75:00 A Final: D'.at,e 4/20/2017 t Plumbing/Gas Rough Plumbing: Enforcement Officer Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by11his permit is commenced within six months after'ssuance. Rough Gas: All work authorized by this'permit shall conform to the approved application and theapproved construction documentsfor 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 ricl codes. Final Gas: This permit shall be displayed in a location clearly visible from access street orroad=and shall be maintained open for putihc inspectwn for the entire duration of the work until the completion of the same. p Electrical . The Certificate of Occupancy will not be issued until all applicable signat es bythe Bui dmg and Fire Official arQ provided on1fils"`permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.foundation or Footing YF 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: "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 �Uo°,t,C a ��� � �'I��-cR IS �Sr� ,� 2, h � tP e E ,s i n 'S � x a �k � � G5• x "I",L.� ����, 8 d�t8 GQCI77 G �ie4'. p 9 -detail/122-Oxford-Dr Cotuit MA 0263... 3/23/2017 a r t Ft r Town of Barnstable Regulatory Services 9BAR LE.� Richard V. Scali,Interim Director r® �1,� Eo;o.,6. Building Division ® A, Tom Perry,, Building Commissioner �4,9 ojJ 200 Main Street, Hyannis, MA 02601 ���:.p z www.town.barnstable.ma.us `+ �C) Office: 508-862-4038 Fax: 508-790-6230i Permit# Building Official approving Application for Sign Permit f� n i Applicant:_f_-V' �j `o�e J(-----------------Assessors No.---------------- Doing Business As:__ ____ 1�__� elephone No. �Yo$3(o`t Sign Location Street/Road:__-��_ -----G`(LSL ----_ Zoning District: `) Old Kings Highway? Yes/No Hyannis Historic District? Yes Property�wn 1l / ,I Name: ) r(�`S- ------------Telephone:Sb2 _3(P�f_-J�_��(B (�\ - - Address: 2�(��_ __L_jL ��1Q�.07.05-DVillage:__H lesnn LS--------- Sign Contractor a Name:----------S 1 C4 r,s 17-A e ----------Telephone: 6g3 g 5 144 L Mailing Address: Z,C)__ i(1�__�J_ —�Y•------ ----------------- Description Please Please follow the cover directions.You must have an accurate rendition of'sign with dimensions and location. Is the signs to be electrified? Yes/ To (Note:I}yes,a wiiingperrnitis requir-ed) Width of building face —ft.x 10=---------x .10 Check one Reface existing sign_ or New Total Sq. Ft.of proposed sign (s) �-� • Ifyou have addiL611al s1972.5 please attach a.sheet listing each ogle with d1ine11.51,011s If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am die owner or that I have the autlioiity of the owner to make this application, that the information is correct and that the use; (I construction shall conform to the provisions of §240-59 through§240-89 of the Town of B ns bl in Ordin ice. Signature of Owner/Authorized Age _ _ _ Date-3 d 1-7 SIGNS/SIGNREQU revisedl 10413 Rosar Y 11,ane a Why. J Business Name Here t I � LA? K -{' •x ' ` 1 >t t t v . R�'°�{'";,'r�"-- •-°��l 3 v w pa;t�- t : ,, + v Y +..' `' Ss y`r�)'+,It h w r a'i �,� s1"`^" a V ° t -S�M,77- nY5 '�,A «� ir"r+ 9.i`, A 4, tnI 1 x {.'w %` Ax,� - b s "j `. \�yOves r - \' EXISTING eRBORV/TAf HEDGE \ N t/N,Y E t , EtiC ` �. Lr \7 _•'4 k a 5 \\\ z f W f `s s (Y r rr s Y ; \\ S -I \ 1 1 .« 1` x. �i \\\ .tYw•w Y. Z�°+s.•.} S,. -, I'Lll, K^ �1k y-M, A+'L, 4' r c y t * \\ y�,' k t '�\ a + i J , t aFk} -� 4 } - / EX/ST/ 2 r !VG pq v' . . �'�,- ' '.. 304 2 k . a - ,.y r \\ ..y ��. �' b r S " . \ ., .... 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J+� F� y rt I 11 I ON �' illl IIIIIIIILIIIII ii�u ���' Il � I I f IfI►I I I ���� ���,- � �E:> II IIIIIIII�I�IIIIIIII c.c. _ `�� y.I x.,y�. +� "�'�t F�`}'F �•,ic°� �'�'A+t �,�a �.. i�t^!n'�t � '4�,.-ti,.. � _1 Town of Barnstable Building Department - 200 Main Street MRNST"LE. * Hyannis MA 026O1 6 A.�' 1 �508) 862-4038 Fp M0►1 Urfificate of Occupancy , Application Number: 201303839 CO Number: 20150173 Parcel ID: 344032 CO Issue Date: 08103115 . Location: 18 ROSARY LANE Zoning Classification: `BUSINESS DISTRICT Proposed Use: STORAGE WAREHOUSE & DIST Villager HYANNIS Gen Contractor: DAN A. SPEAKMAN Permit Type: CCDO CERTIFICATE OF OCCUPANCY COMM Comments: 3i Building Department Signature Date Signed TOWN OF BARNSTABLE IKE Building , 1. 201303839 BARNSTABLE, Issue Date: 12/17/13 Permit 9 MASS. �Ar1639.�A�� Applicant: NORTH ATLANTIC-CONSTRUCTION INC. Permit Number: B 20133156 Proposed Use: STORAGE WAREHOUSE&DIST' Expiration Date: 07/12/14. Location 18 ROSARY LANE Zoning District B Permit Type:NEW COMMERCIAL Map Parcel 344032 Permit Fee$ 50.00 Contractor DAN A. SPEAKMAN Village HYANNIS App Fee$ 150.00 License Num. "037636 Est Construction Cost$ 116,000 r 4 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW METAL BUILDING FOR STORAGE PURPOSES THIS CARD MUST BE KEPT POSTED UNTIL FINAL IST EXTENSION TO EXPIRE 7/12/14 CHG OF CONT 2/6/2014 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTE,ARTHUR V JR TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 92 CROSS ST _. -_ INSPECTION HAS BEEN..MADE. '.`"•" "`;', '-MAkSHFIELO,"MKO2050 _ Application Entered by: SS Building Permit Issued By: w THIS PERMIT CONVEYS NO RIGHTTO OCCUPY ANY STREET ALLEYOR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARH;Y:OR PERMANENTLY. ENCROACHNIE ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;�`MUST,BE APPROVED�BY THE'JURISDICTION. STREET OR ALLEY�GRADES I'', S WELL AS DEPTH AND-LOCATIO OF PUBLIC SEWERS'N1AY BE r , OBTAINED FROM THE DEPARTMENT OF"PUBLIC WORKS�,THE ISSUANCE OF"THIS PERMIT DOES NOT RELEASE THE"APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS f ' ? `f MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS MSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN.SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). u 'TV 51, ,& `'�--,BU`II IDIN -INSPECTION APPROV LS- .P LU"';3 V' -INTSPE I ONT<'r PPROVA T S-—ELECTRICAL INSPEC-T ION,APPROVALS o OG� lo? l6 2 2 2 -3- rs 3 1 Heating Inspection Approvals Engineering Dept Fire Dept lCRL 2 Board of Health Town of Barnstable Building Department - 200 Main Street MAS& * Hyannis, MA 02601 9� 1639. MASS. (508) 862-4038 � Certificate. of .- Occupancy Application Number: 201000918 CO Number: 20100048 "Parcel 10: 344032 CO Issue Date: 04/16/10 yLocation: 18 ROSARY.LANE = Zoning Classification: BUSINESS DISTRICT Proposed Use: STORAGE WAREHOUSE & DIST Village: HYANNIS Gen Contractor: NORTH ATLANTIC CONSTRUCTION INC. Permit Type: CC00 ` ti. CERTIFICATE OF OCCUPANCY COMM Comments:-- TENANT - AMR z - - Building Department Signature Date Signed TOWN OF BARNSTABLE i �t�,E B P lfft g Application Ref: 201000918 BASTABLE, Issue Date: 03/08/10 Permit' RN 9 MASS.. �p 1639• Applicant:' NORTH ATLANTIC CONSTRUCTION INC. rFG .1 a Permit Number: B 20100369 Proposed Use: STORAGE WAREHOUSE&-DIST Expiration Date: 09/05/10 Location 18 ROSARY LANE Zoning District B Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 344032 d Permit Fee$ 243.88 Contractor NORTH ATLANTIC CONSTRUCTION INC. Village HYANNIS App Fee$ 100.00 License Num 052582 Est Construction Cost$ 26,800 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD PER PLAN DATED 2/27/2010 A-1, 2 BATHROOMS AND OFFICE THIS CARD MUST BE KEPT POSTED UNTIL FINAL AREA.TENANT FIT OUT FOR AMR-STORAGE OF.AMBULANCE VE14ICIWECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY 1S REQUIRED;SUCH Owner on Record: COTE,ARTHUR V)R TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 92 CROSS ST INSPECTION HAS BEEN MADE. MARSHFIELD, MA 02050 Application Entered by: PR. Building Permit Issued By: "'\ 11 r(fa_� THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY'.ANY STREET;ALLY OR SIDEWALK OR ANY,PART THEREOF;EITHER'TEMPORAMLY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE 13UILb1NG'CODE,,MUST BE APPROVED BY RTHE JURISDICTION. STREET OR ALLY GRADES AS,WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM,THE DEPARTMENT OF PUBLIC WORKS..: THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM:THE CONDITIONS OF ANY,APPLICABLE SUBDIVISION RESTRICTIONS:° MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES,,MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. ` 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). ' 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF` DATE THE PERMIT IS ISSUED AS NOTEDABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). 5 �W=f BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 s 'DIVA�'� /3 io �; 3 ©/� 1 4ea4g Inspe 'on Approvals Engineering Dept Fire Dept 2 Board of Health o TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION w Map �vl Parcel iJ�— �pplicatiol #3" 3 � 3 Health Division Date IssuedZ Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Village 1 � l Owner Address 1 g �45cv'u1 -ce(L9— Telepho6e M $ y g��C> Z 5 ZS 36 E 1. Per�it/R quest CU1� �t'C� A-70 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type w�, = Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentgtion. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) y, Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes 4No W •� � Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use -APPLICANT INFORMATION = (BU_ILDER OR HOMEOWNER) ,Name- A Q) t ) Telephone Number l� SPA �� - Address License # C S " `O 7�3 6"9/I/ 64-y Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 2 / �� FOR OFFICIAL USE ONLY f APPLICATION# I R• DATE ISSUED MAP/PARCEL NO. } ADDRESS VILLAGE OWNER J DATE OF INSPECTION: FOUNDATION FRAME ' INSULATION I t , FIREPLACE ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT d ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services V BARMA"B''E' * Richard V. Scali,Interim Director 039. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF CONSTRUCTION SUPERVISOR I, ,/ O( l( , owner of property located at oS c ✓ t a `—i , hereby certifythat is no longer Construction Supervisor listed on the application for the project under construction,as authorized by building permit#C;o 13o? � ,l issued on--77 320_ I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. 12-3)2-6J L f PRO M RTY OWNER DATE q/forms/newcontrowner ; reference R-5 780 CMR rev:103113 I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 U9 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information wA 1 Please Print Lesibly Name(Business/Organization/Individual): ��GQ Address: /< E/4e 6V4 City/State/Zip:kVO.64, -c/l� W..Phone#: -56 Are you an employer?Check the appropriate bo Type of project(required): 1.El am a employer with 4. I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet.# Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required] officers have exercised their . 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL I I.❑Plumbing repairs or additions myself. [No workers'comp. c. 152,§1(4),'and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that cheeks 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information 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.#:A 4-UC 7W 9 Expiration Date: /b Job Site Address- l I MJ I� City/State/Zip: A44. OZ(B 0/ 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 S 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby erdfy er the pains d p of perjury that the information provided above is true and correct Signature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other . Contact Person: Phone#: DAN A. SPEAKMAN Construction 15 SPEAK WAY NORTH HARWICH,MASSACHUSETTS 02645 Phone: (508) 432-5565 Fax: (508) 432-5099 Al a e 32 undations, Tnc WWC303 - -- nderson nsu a 2 en - 55012 Colonial Floors 76WBGTY5438 Cranberry Painting IOUB2829N58912 Speakman Excavating, LLC. WCC500885001202 Brad Whitehouse 7PJUB0478N75312 Claude Daigle WCC5011210012012 Scott De nan TWC332652 Mid Cape Garage Door 08WBCIH1942 N =State 6o C7939756 Oceael 65313 %Jul -_ 1676712 Kevin 012012 Overhead Door Co. of SEMA WC06319L Simons Electric UB9204CO24 JS Skaru a 2001W6761 Speakman Excavating WCC5008850012012 Bradley Whitehouse 7PJUB0478N75312 Few LLC ill Franz UB-4261P618-12 J 12G V/d77G9724IZL�JPti7.l d��=/�'ui1JQ•Cfffej�J Massachusetts -Department of Public Safety . � Office of Consumer Affairs&Business Regulation Board of Building Regulations and Standards OME IMPROVEMENT CONTRACTOR istration: 120040 Type: e Construction Supers isor 9 License: CS-037636 Expiration:- 1N9/2015. DBA *�Wit.t r ti DANIEL A Sp r DAN A SPEAKMAN CQN$TRUCTION 15 SPEAK VV N HARWICI DAN SPEAKMAN 15 SPEAK WAY �••� �` NO HARWICH,MA 02645 Undersecretary -�-� tta Expiration Commissioner 04M=14 4 �VET Town of Barnstable Regulatory Services - s Richard V.Scali,Interim Director 1639. i9 � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 4 Property Owner Must . Complete and Sign This Section If Using A Builder I, � �/ y • �t' , as Owner of the subject.property hereby authorize 41,E II to act on my behalf, in all matters relative to work authorized by this building permit (Addass of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final ;ns. ons are performed and accepted. of&ner Signature of Applicant D4A >q S PeqfC�� Print Name Print Name -Date . . Town of Barnstable ri Regulatory Services ORT Richard V.Scali,Interim Director Building.Division anxxsr"M Tom Perry,Building Commissioner 9MAS& ��� 200 Main Street, Hyannis,MA 02601 ED�i11°� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6290 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB.LOCATION number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING 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 Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection 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 iiiiQe� proceed against& .ieil'lpa ion as it.would vyrth 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 helshe 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. t O:\WPFILES\FORMS\building permit forms0TRESS.doC r N q 4 h m LOT A � ) 43945 f S.F. Y � N N T •� h m 2° 9. FOUND47'/0N 96't o O N � •26 E''' � 66 37.61 N S ORA1Nq/2a O s GFFASF b 5 r TOWN OF BARNSTABLE ZONING ZONE B BUSINESS I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING SETBACKS SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS FRONT - 20' OF THE ZONING BY-LAW FOR THE 8 DISTRICT. SIDE - 0' REAR - 0' PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE o�� C. PLANS OF RECORD AND DO NOT o FRANK REPRESENT AN ACTUAL SURVEY 3 WHITING N ON_ .THE--OROUND. . _ A No..29869 � r- ass "►STER�� QJti THE DWELLING DEP/CTED ON TH/S /,�r ,�r: Gam/ PLAN WAS LOCATED ON THE GROUND ( `� PL 0 T PLAN BY SURVEY ON SEPT. /J. 1999 AND IN EXISTS AS SHOWN AS OF THE DATE BARNSTABLE. MA. OF LOCATION. SCALE: 1 '-40' SEPT. 14. 1999 THIS PLAN /S FOR PLOT PLAN PURPOSES ONLY AND NOT FOR EAGLE SURVEYING , INC RECORDING.- DEED DESCRIPTIONS 923 Route 8A OR ESTABLISHING PROPERTY LINES. Yormouthport, IAA. 02673 (508) 302-8132 (808) 432-WW THIS PLAN /S VOID /F NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 98-l 00 PROJ"+ T NAM r. ADDRESS:ueo— Z PERMIT# PERMIT DATE: / M/P: � LARGE ROLLED PEAKS ARE N. BOX SLOT Data entered in MAPS program on: BY: NAME:CT C%� e�`Y►'LI `t `^ .Ci.c ADDRESS: � \ 'yl PERMIT# � PERMIT DATE: M/P: 3 ® 3 Z? LARGE PLANS ARE FILED IN: BANKERS BOXY f s FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSB OX PROJECT NAME: , ADDRESS: r ct- y� IS PERMIT# PERMIT DATE: f g f D M/P: 3 (-I LARGE PLANS ARE FILED IN: BANKERS BOX ; \i 4s- FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX PROJECT NAME: p ADDRESS: 2 CL Y\ l PERMIT# -2 0 13 D 3 PERMIT DATE: "J l /,S/ 1 j M/P: 3 q� 03a LARGE PLANS ARE FILED IN: BANKERS BOX / S FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX TEL: 781.272.7666,, FAX: 781.272.6466• NORTH ATLANTIC CONS TRUCT ION , INC . W W W.northadanticconstruction.com TOM COTt Cell: 781.316.5969 tomcote@northatlanticconstruction.com 25 B STREET • BURLINGTON, MASSACHUSETTS 01803 i i I The Corrimonwe�lth of Massachusetts William Francis Galvin - Public Browse and Search Page 1 of 2 x The Commonwealth of Massachusetts © � William Francis Galvin Secretary of the Commonwealth, Corporations Division .ram. .�4 •.. ` One Ashburton Place, 17th floor Boston, MA 02108-1512 ` I �' �` ,� Telephone: (617)727-9640 NORTH ATLANTIC CONSTRUCTION, INC. Summary Screen Help with this form f _.Request a Certif ci ate .�� The exact name of the Domestic Profit Corporation: NORTH ATLANTIC CONSTRUCTION, INC. Entity Type: Domestic Profit Corporation Identification Number: 046051657 Old Federal Employer Identification Number(Old FEIN): 000302352 Date of Organization in Massachusetts: 05/05/1989, Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day:00/00 The location of its principal office: No. and Street: 25 B STREET City or Town: BURLINGTON State: MA Zip: 01803 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: Name and address of the Registered Agent: Name.- No. and Street: City or Town: State: Zip: Country: The officers and all of the directors of the corporation: r Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code PRESIDENT THOMAS P COTE P 0 BOX 118 CONCORD,MA 01742 USA TREASURER THOMAS P COTE P O BOX 118 CONCORD,MA 01742 USA SECRETARY THOMAS P COTE P 0 BOX 118 CONCORD,MA 01742 USA DIRECTOR THOMAS P COTE P O BOX 118 CONCORD,MA 01742 USA business entity stock is publicly traded: The total number of shares and par value,if any,of each class of stock which the business entity is authorized to issue: http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 3/5/2010 The Commortwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 2 of 2 Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares CNP $0.00000 1,200 $0.00 100 Consent _ Manufacturer — Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent X For Profit Merger Allowed Note: There is additional information located in the cardfile that is not available on the system. Select a type of filing from below to view this business entity filings: ALL FILINGS � = Administrative Dissolution Annual Report Application For Revival Articles of Amendment View=Filings�_" ` s , New Search 31 _a Comments ©2001-2010 Commonwealth of Massachusetts �1 J All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 3/5/2010 Massachusetts Department of Environmental Protection ■ Bureau of Waste Prevention •Air Quality 1100102323 BWP O� Decal Number Notification Prior to Construction or Demolition Important: A. Applicability When filling out pp t7 forms on the computer,use only the tab key A Construction or Demolition operation of an industrial,commercial, or institutional building,or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection cursor-do not use the return (DEP), Bureau of Waste Prevention-Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. B. General Project Description 1. a. Is this facility fee exempt-city,town,district, municipal housing authority,owner-occupied Instructions residence of four units or less?❑Yes ❑✓ No 1.All sections of b. Provide blanket decal number if applicable: this form must be Blanket Decal Number completed in order to comply with the 2 Facility Information: Department of Environmental Protection a.Name notification 118 rosary lane requirements of b.Address 310 CMR 7.09 h annis. MA � 102601 c.Citvrrown d.State e.Zip Code (781)272-7666 1 tomcote@northatlanticconstruction.com f.Telephone Number area code and extension E-mail Address optional 1,824 1 h.Size of Facility in Square Feet i.Number of Floors j.Was the facility built prior to 1980? ❑ Yes ❑✓ No k. Describe the current or prior use of the facility: vacant I. Is the facility a residential facility? ❑ Yes ❑✓ No �o m. If yes, how many units? Number of Units —° 3. Facility Owner: �N Arthur V Cote Jr. Land Trust �o a.Name �o 118 Rosary Lane b.Address Hyannis ma 1 102601 Q.CilyfTown d.State e.Zin Code =o (508)364-5073 a.cote@verizon.net f.Tele hone Number area code and extension q.E-mail Address optional) Tom Cote' �Q h.Onsite Manager Name ag06.doc-10/02 BWP AQ 06-Page 1 of 3 Massachusetts.Department of Environmental Protection ■ Bureau of Waste Prevention .Air Quality 1100102323 BWP AQ 06 Decal Number Notification Prior to Construction or Demolition General Statement:If B. General Project Description (cont. asbestos is found during a Construction or 4. General Contractor: Demolition North Atlantic Construction Inc operation,all responsible parties a.Name must comply with 125 B Street 310 CMR 7.00, b.Address 7.09,7.15,and _ Chapter 21 E of the Burlington m 1 01803 General Laws of c.Citvrrown d.State e.Zip Code the Commonwealth. (781)272-7666 1 Itomcote@northatianticconstruction.com This would include, f.Tele hone Number area code and extension .E-mail Address(optional) but would not be limited to,filing an TOm Cote' asbestos removal h.On-site Manager Name notification with the Department and/or a notice of release/threat of C. General Construction or Demolition Description release of a hazardous substance to the 1. Construction or demolition contractor: Department,if applicable. North Atlantic Construction Inc a.Name 25 B Street b.Address Burlington ma 01803 c.Citvrrown d.State e.Zip Code (781)272-7666 tomcote@northatlanticconstruction.com f.Telephone Number(area code and extension) g.E-mail Address optional) Tom Cote' .On-site manager Name 2. On-Site Supervisor: same On-Site Supervisor Name 3. Is the entire facility to be demolished? ® Yes ✓® No �N �O 4. Describe the area(s)to be demolished: �o none �N . _° -O 5. If this is a construction project, describe the building(s)or addition(s)to be constructed: � build 2 interior handi-cap bathrooms and 1 office (D �o �Q ■ aq 10102 BWP AQ 06•Page 2 of 3■ Massachusetts.Department of Environmental Protection ■ Bureau of Waste Prevention •Air Quality 100102323 , BWP AQ 06 Decal Number Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project,were the structure(s)surveyed for the presence of asbestos containing material (ACM)? ❑ Yes ❑ No If yes,who conducted the survey? b.Survevor Name c.Division of Occupational Safety,Certification Number 7. Construction or Demolition: a.Start Date(mm/dd/yyyy) b.End Date(mm/dd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: ❑ .seeding ❑ paving ❑ wetting ❑ shrouding b. If other, please specify: ❑ covering' ❑ other, 9. For Emergency Demolition Operations,who is the DEP official who evaluated the emergency? a.Name of DEP Official b.Title c.Date mm/dd/ of Authorization d.DEP Waiver Number D. Certification I certify that I have examined the Tom Cote' �O above and that to the best of my a.Print Nam �o knowledge it is true and complete. The signature below subjects the b.Authorized Signature -N signer to the general statutes President =o regarding a false and misleading c. osi ion e =o statement(s). lNorth Atlantic Construction Inc. d.Representing 0 3 051 D �O e.Date(mm/dd/yyyy) �O �Q ■ ag06.doc•10102 BWP AQ.06•Page 3 of 3■ i j MME Town.of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 a►xxsrr►sLe, +' i6 � Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.rna.us October 12, 2012 Mr. Arthur V. Cote, Jr. } Q� Cote Fisheries Inc. V' P. O. Box 517 Marshfield, MA 02050 RE: Site Plan Review#020-12 Cote Fisheries, Inc. 18 Rosary Lane, Hyannis, MA Map 344, Parcel 032 Proposal: Construction of a new 3,000 s.f. building in an existing gravel storage area at a previously developed site. It is intended to move the storage and repair of fishing/lobstering equipment that is presently in one half of the existing onsite building, into the new building. The ambulance business located in half of the existing building will remain. Dear Mr. Cote: Please be advised that at the formal site plan review meeting held October 11, 2012, the above- referenced proposal was approved subject to the following: • Approval is based upon and must be substantially constructed in accordance with plans entitled "Site Plan of Land 18 Rosary Lane, Barnstable (Hyannis), MA, Scale 1"=20', dated September 24, 2012 with final revisions October 9, 2012, prepared by Eagle Surveying, Inc., Yarmouthport, MA prepared for Cote Fisheries, Arthur V. Cote, Jr. Trustee and, existing and proposed floor plans received.October 9, 2012 depicting sq. ft./uses and maximum number of employees proposed. • Entire site including both buildings is limited to 20 employees total. • Outside storage of corroded metal is prohibited in the Groundwater Protection Overlay District. • Proposed mezzanine is to be used for storage only • Future tenant for,existing building must receive approval. Arthur V. Cote, Cote Fisheries Inc. P.O. Box 517 ? o Marshfield, Ma 02050 Y tn C Phone (508) 364-5073/a.cote@verizon.net � - May 12, 2013 V Town of Barnstable 200 Main St. rn Hyannis, Ma 0260E Att: Tom Perry, Building Commissioner Ellen Swiniarski, Site Plan/Regulatory Review Coordinator Re: Site Plan Review 4026-12 Cote Fisheries, Inc. 18 Rosary Lane,Hyannis,Ma Map 344, Parcel 032 I am requesting from the Town of Barnstable permission to locate 3 8'X20' shipping containers on the back of my property for temporary storage. I intend to vacate my half of the present building so that I may rent it out to my present tenant American Medical Response (AMR) who would like to expand their service in the Hyannis area.- The storage would be necessary on a temporary basis for the storage.of tools and equipment necessary for the repair of our fishing gear and equipment that are presently located in the building. It would be temporary until we get our new building built that has been approved by plan site review. It is my intention to file for the building permit within one month with the hope that we will be able to occupy it by late fall. If for some reason we are delayed I will find some temporary rental space to rent until we can occupy the new building. When the new building is complete I would remove the containers. Sincerely, V � � C i Arthur V. Cote Cote Fisheries Inc. P.O. Box 517 Marshfield, Ma 02050 Decemberl7, 2013 Town of Barnstable 200 Main St. Hyannis, Ma. 02601 Att: Tom Perry, Building Commissioner Re: Cote Fisheries Inc. 18 Rosary Lane, Hyannis, Ma Map 344, Parcel 032 I am requesting an extension of the building permit for 18 Rosary Lane in Hyannis. We were held up do to securing adequate financing for the project. We have everything in place and plan to start construction as soon as possible. I have enclosed the renewal permit fee for this request. ncerely, I'Wl 7 11 ..w ;5 t,. o Onsite hazardous materials are limited to household quantities in the Groundwater Protection Overlay District. 6 _Applicant must obtain all other applicable permits, licenses and approvals required. . Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Torn Perry, Building Commissioner Health Department Hyannis FD Steve Haas, Eagle Surveying, Inc. DOUGLAS SANFORD ASSOCIATES,INC. ARCHITECTS 4 WINTERBERRY LANE WAREHAM,MA 02571 508-747-4300 In accordance with Section 107.6.2 of the Massachusetts State Building Code,780 CMR, Eighth Edition,l,Douglas K.Sanford,being a Registered Architect,and having been retained to perform construction phase services for the portion of the work for which I am directly responsible as follows: Storage Building, 18 Rosary lane,Hyannis,MA,as depicted on Drawings Al through A6 and S1,as prepared by this office. I certify that the following tasks shall be performed: 1. Review,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in Chapter 17. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the construction documents and this code. o A9�®� ay� K.sy a as o 'u N uth P. lTygFMA�S�d� Douglas K. Sanford 1 e , Engineering Dept. (3rd floor) Map �� Parcel Permit# 36 7 House# / Date Issued - Board of Health(3rd floor)(8:15 -9:30/1:00 ee 56 w Conservation Office(4th floor)(8:30-9:30/1:00-2:00) - ;2 Planning Dept.(1st floor/School Admin. Bldg.) Ti 1HE MUST BE Definitive P roved by Planning Board &I 2S� {�d , �, S,'v,` SST L , R e PLIANCE M; 5 TOWN OF;BARNSTABLE ENVIRON CODE AND Building Permit Application ' TOWN REGULATI®NS Proje YStreAddress1 E oSG.Y-L( (...G n_L_ Village 1-1 S Owner ,/ } ut V, l 4e_ Address 3 Z J;,o -4rz (/- Telephone to 1-7 (!10 26 2-'-t - � 1, Permit Request l 0 r+ m On bJ t on— eM - S C •/ c�R_ � 5 i ' �� "First Floor 600 square feet Second Floor square feet Construction Type e-V/0�e_ Estimated Project Cost $ j ! DOO _ Zoning District Qj Flood Plain Water Protection Lot Size t,olAe o_ 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.) N Pr 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: 5d Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes L41Ko 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 AP eals Authorization ❑ Appeal# N Recorded❑ Commercial es ❑No If yes, site plan review# OAS— 9 Current Use \/Gcc rk Proposed Use o,% lY1Gl i'1CJ(l�ez_ Builder Information Name N d 11 'n MN O, l_ ��o_ C��1. e,,A kC*L_ Telephone Number -7 8 2-1 2- -7 6 66 Address k 1 8 License# 0'5 2-s- O Z_ n " 4-,2 Home Improvement Contractor# Worker's,Compensation#WCA ► S002 3 , : O NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL COfNSTRU�CT�ION EBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO '1��G�;�?� c�r1CQQ.G l�c �' t'1ts�t•t- - � �v� cU r\/`G�' SIGNATURE _ DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON S) . ` i-��-� FOR OFFICIAL USE ONLY PERMIT NO. !�C DATE ISSUED75 ,•-- _ _ MAP/PARCEL NO. . _ — ADDRESS VILLAGE OWNER DATE OF:INSPECTION: a w. FOUNDATION "? ;• - , r �' r FRAME — ' INSULATION FIREPLACE ELECTRICAL:, ROUGH FINAL f ! ,. '• _ ' ?' PLUMBING:. ROUGH FINAL _ GAS: Y ROUGH -„ FINAL FINAL BUILDING AIn DATE CLOSED OUT ASSOCIATION PLAN _ 1 a The Commonwealth of Massachusetts T1- Department of Industrial Accidents 14 600 Washington Street M Boston,Mass. 02111 Workers' Co m ensation Insurance Affidavit tdme: location: hone# ❑ I work myself. Iaam an employer providing workers' compensation for my employees working on this job. eomyanv name: address: dtv: hone#: Insurance co. U01icV# ❑ 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: jam: i.Ji�Ri� companv name• address: ....:..:.. ... :. ..:....:;. dtv: phone#: n ------------ camnanv name: address: dfv: phone#: insurance co. oiicr# Fafinre to secure coverage as required under Section 25A of 41GL 152 can lead to the imposition of criminal penalties of a Me up to S1,500.00 and/or one years'Imprisonment as wed as civil penalties in the form of a STOP WORK ORDER and a fine of 3100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verfflcation. I do hereby c the pains and n its jruy that the information provided above is fruw and correct g��e Date _ Print name /� t�QT� Phone# official use only do not write in this area to be completed by city or town official city or town: permit/dcense to ❑Budding Department ❑Licensing Boatel ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone M. ❑Other (revues 9/95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for the= employees. As quoted from the "law", an employee is defined as every person in the service of another under any cc=z 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 c the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the rece� :: g g g� ] rP individual partnership, association or other legal entity, employing employees. However the owner of a trustee of an , partn p, g . , emp y� P . 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 building appurtenant thereto shall not because of such employment be deemed to be an employer. states that eve state or local licensing agency shall withhold the issuance or reneF GL chapter 152 section 25 also sta every y M p g g of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who h: not produced acceptable evidence of compliance with the insurance coverage required. Additionally,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 contracano authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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 o:; are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of tb 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. The affidavits may be returned io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 z 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 7274900 eat. 406, 409 or 375 T BOARD OF BUILDING REGULATIONS s Icensr. CONSTRUCTION SUPERVISQR Number:.CS 052582 .-`- Expires 12/10/2000 Tr.no: 54473 ''Restricted To: 00 THOMAS P COTE 176 CENTRAL ST CONCORD, MA 01742 Administrator ........... .................... ...... A L .. ............... . .FM ..... .... ... ......... . ... ...... .. DAT......M...M../...DC ..N 03 /26/.9.. 9 .......... ...... ....... ......... .......... .......................................................... ...... ............. PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE B.R. Alexander & Company, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR .50 Congress Street - Suite 530 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Boston, MA. 02109-4006 COMPANIES AFFORDING COVERAGE (617) 720-6333 COMPANY A Acadia Insurance Company INSURED COMPANY North Atlantic Construction 0 Quincy Mutual Fire Insurance Company., Inc. COMPANY P.O Box 118, Concord,MA. 01742 C Ms Jodi L.Lagergren Attention COMPANY D ...................... ....... .......... .............. .................................. ............................................................................x". .................. ..................... ............... .. ..... ... ...... ................. ........ ...... .................. . ..... .............. ..... ,".'-'::,." -. .................... ............... ......... ... . ........... . . .. ........ .............................. .................. ....... .................... ...... .. ........................ ... ................................................. .................................. ....................................... ...... .................................. .. ...................... XXXXX . .......... .... ....... 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. CO POLICY EFFECTIVE POLICY EXPIRATION I LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIVY) MATE(MMIDDIVY) LIMITS GENERAL LIABILITY CPA 130024510 12/31/98 12/31/99 GENERAL AGGREGATE s2,000,000 COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGO s2, 000,000 CLAMS MADE OCCUR PERSONAL&ADV INJURY $1 000 000 ...... FX I I OWNERS&CONTRACTOR'S PROT EACH OCCURRENCE $1,000,000 FIRE DAMAGE(Any one fire) 111 100,000 MED EXP(Any one Pawn) $ 5,000 AUTOMOBILE LIABILITY AFV0156881 12/31/98 12/31/99 500,000 ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (per X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (per PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ......................... ANY AUTO OTHER THAN AUTO ONLY: ....................... ..................................... ................................ EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ S -ii-/-31/98 12/31/99 X To RY LIMITS ER WORKERS COMPENSATION NO WCA1300231liT EMPLOYERS'LIABILITY EL EACH ACCIDENT $ 100,000 THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT $ 500, 000 PARTNERS/EXECUTIVE OFFICERS ARE: FIEXCL EL DISEASE-EA EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONSILOCATI5iMEHICLESISPECIAL ITEMS Arthur V. Cote' , Jr. is included as an Additional Insured as respects General -Liability coverage shown above for work at '18, Rosary Lane, 1 Hyannis MA., .......... ....................... .... ......... . . . ............ X ...................................... -CAN ............... . ........ ................................ .............. . . ...............*,".'."%.," ................... ........... xx, CEL. ... .. .. . ..................... . ..... ............................... .. ........... ............ ....................................... . . ......7."x, *',.'.*',.',.',.* `,."., ..................... .. ......................... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Town of Barnstable EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAL ATT: Mr. Ralph Crossen 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED To THE LEFT, , 367 Main Street BUT FAILURE TO MAIL SUCH IMPOSE NO OBLIGATION OR LIABILITY Hyannis, MA. 02601 OF ANY KIND UPON ANY, ITS AGENTS OR REPRESENTATIVES. AUTHORED REPRESENTATIVE ALISON QUINN, AQ A ............ ...................... ...................... ....................... ......................o................................................... .................... . ... ................................................ . ..... 0 ...............................................X RPORAM... ......... ........... ............................................... M...... ........... ........................................................ .......... ........... E�,LITY4No UNITED ED STATES IFID EIL a_ � _ UA IR A NIFY COMPANY (A Stock Company) LICENSE BOND BOND NUMBER 24 0130 04668 99 4 KNOW ALL MEN BY THESE PRESENTS:That North Atlantic Construction Co. , Inc. P 0 Box 118 of Concord, MA State of Massachusetts 01742 .,as Principal,and UNITED STATES FIDELITY AND GUARANTY COMPANY, of Baltimore, Maryland,as Surety,are held and firmly bound unto Town of Barnstable 1 as Obligee, in the aggregate sum of Two thousand five hundred dollars and no cents Dollars ($2,500.00 ), lawful money of the United States, for the payment of which., well and truly to be made, we bind ourselves, our heirs, executors and adminstrators, successors and assigns, jointly, severally, and firmly by these presents. Signed, sealed and dated February 2, 1999 Street Permit Bond WHEREAS, the above bounden Principal has applied for License as 18 Rosary Lane, Hyannis, MA for the term beginning _ February 2, 1999 This Bond is to cover the term of said License. NOW, THEREFORE, if a License is granted to the said Principal, and if such LICENSEE shall during the life of said License faithfully observe all the.Ordinances of said Obligee, and faithfully perform the duties required by Ordinance, rules or regulations and will save and keep harmless and indemnify said Obligee, from all actions, suits, costs, damages and expenses, including Attorneys' Fees which shall or may at any time happen to come to it or for or on account of any injury or damage received or sustained by any person, then the above obligation shall be void; otherwise to be and re- main in full force and effect. IT IS FURTHER UNDERSTOOD AND AGREED that this bond may be terminated by either party hereto delivering written notice of termination by Registered or Certified Mail to the other parties at least 30 days prior to the effective date of such termination;the surety, however, remaining liable for any defaults under this bond,,committed prior to the expiration of such 30 day period. North Atlantic Construction, Inc;. ; L p (SEAL) (SEAL) UNIT TATES DELI AND RANTY COMPANY By _ ttorney-in-act Roland F. Smitit Contract 125(8-79) I 1095038 UNITED STATES FIDELITY AND GUARANTY COMPANY POWER OF ATTORNEY U S F+G' NO. 106825 INSNNANCf KNOW ALL MEN BY THESE PRESENTS:That UNITED STATES FIDELITY AND GUARANTY COMPANY,a corporation organized and existing under the laws of the State of Maryland and having its principal office at the City of Baltimore,in the State of Maryland,does hereby constitute and appoint Albert J. Marrhiornle, Roland F. Smith, Albert J. Marchi.Ctme, Jr. and Robert N. Marrhiotine of the City of QuircY State of Massachusetts its true and lawful Attomey(s)-in-Fact,each in their separate capacity if more than one is named above,to sign its name as surety to,and to execute,seal and acknowledge any and all bonds,undertakings,contracts and other written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons;guaranteeing the performance of contracts; and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof,the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its Senior Vice President and Assistant Secretary,this 22nrl day of January A.D.1%3 „r UNITED STATES FIDELITY AND GUARANTY COMPANY t (Signed) By.."./...... . ..... ........................ q�� ^ Senior Vice President (Signed) By........ .Fi.!"....................... ............ { ,Assistant Secretary STATE OF MARYLAND) a y . SS: (� BALTIMORE CITY , •{J' 1 r �a On this 22nd day of Ja1t�y A.D..1993 r1 fbremepersoona�ly ame` Robert J. Lamendola Senior Vice President of the UNITED STATES FIDELITY AND GIJARAN IY COMPAN�r I Paul D. Sims Assistant Secretary of said Company,with both of whom I am personally acquainted,who bein by tie severally duly sworn,skid,that they,the said Robert J. Lamendola and Paul D. ,(S-mf s' (� were respectivelly�he}Senior Vice President and the Assistant Secretary of the said UNITED STATES FIDELITY AND GU,�,g`' COMPANY,the corppration descnbed in andwhich executed the foregoing Power of Attorney;that they each knew the seal of said corporation;that the al-affixed to said Pow of Attorney was such corp9t aw,seal,that it was so affixed by order of the Board of Directors of said'corporation,and that they signed then na es thereto by like or,der as Senior Vice Pre fidently d Assistant Secretary,respectively,of the Company. My Commission expires the llth dayin �� March ,XD.19 95• . (/� NOTARY PUBLIC This Power of Attorney is granted under and by atn'0 ty of the following Resolutions adopted by the Board of Directors of the UNITED STATES FIDELITY AND GUARANTY COMPANY on September 24 1992: . RESOLVED,that in connection with the fidelity and surety insurance business of the Company,all bonds,undertakings,contracts and other instruments relating to said business may be signed,executed,and acknowledged by persons or entities appointed as Attomey(s)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s)of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman,or the President,or.an Executive Vice President,or a Senior Vice President,or a Vice President or an Assistant Vice Presideww joiuily 4li the Secretary or an Assistant Secretary,under their respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and,unless subsequently revoked and subject to any limitations set forth therein,any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached. RESOLVED,that Attomey(s)-in-Fact shall have the power and authority,unless subsequently revoked and,in any case,subject to the terms and limitations of the Power of Attorney issued to them,to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof,and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Paul D. Sims ,an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY, do hereby certify that the foregoing is a true excerpt fiom the Resolution of the said Company as adopted by its Board of Directors on September 24,1992 and that this Resolution is in full force and effect I,the undersigned Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY do hereby certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Testimony Whereof,I have hereunto set my hand and the seal of t e 517ATES FIDELITY AND GUARANTY COMPANY on this 2nd day of February ,19 � t� . ............................................. m1tI98 Assistant Secretary IJItJ FS 3 110-92) GENERAL NOTES: INVERT ELEVATIONS: DESIGN CRITERIA: SOIL TEST PIT DATA& - „qr — -mwgrm Er . Ns m > rroE su ,F RBv m,x cooE: I i[ar "RIM, s mq, r.rsa L�_ bar ACnfY�",x,[Wu�anv rK�erw0 swrEY. IxmB1 rill mX:KK �B1.1I__ _r^ la. �IEIJ.F rI rr IrassJ ry.z �r �� / JAIL ,J fIaYE '�� m rEwl[Y/s wmllgJwx a0O wO ° m t rwmalMN/c/„,otrllmb 4l mI,IAFD II Ixrgl ovr m„r,Bw: ' + _ {. a xq MO%rr F{KIJWIL Jur[r rEl»w,vaVJl N./aN. lA'rgI I"[4LN CWbBEA• n_ - m'-T0" r�—T L JorroN w LF.w wuYq �a,n_- a ourtE! s-Joo ml tual,Av ouusEAJ smrrc r.xA FEW,R Q I A J. m[rl4l GNY'IJ,JSYAID.Fw IE„ol auJFJ apJu,RO motsxO r,Ra. � 9W�� m eax r/.'9raxE MmwO./),I x J!k P Jam°).o k Joo+ akl. m 0 x t ae L J Jn.,q uve n,x. ofagrco'o»or.m r,rFe. ' lulxrE x.xcE w rnO.sFp[o tr na ry rfmu,roJ/u uLO GL wrroxJ w[E,EoAR,WJIr Exz4wo iEc,o xJ raK�e_,_.. .. Je)uc rAwt a•mm REm JralE usF morrcl,g-Yrmm,/C aocuvlo,ma.I o-o au wx- B � .. . aunxmw,ro I.LIAxo PROF ILE:nr rD SCALE CI J/; F�. nr - ' r _ - �. \JGm sr�au rx REauurlamLE eEv,Afo FaF a arr - ei�Eugr La,mrmrR,R NI a F eE � w.vn ;- oRAVEx g�. . r,ue w I fLu rmuumF , I 3 . — IN - - ov oLa asmB cu.Lqa/xm nlwBgs - J+ L OCUS MAP i a nF4lr cavCIFIF RJr/wr, w� ' :r)u,"//x[H ASSESSORS MAP 1 4.PARCEL JI ealtF(r� rt OrNER OF FECORD:ARTNVR CO(£. CD TE FISHER/E9. JI FRDlNINGNAM STREET YILTON.MA. 01l BG-SJl) ALI /xvgr w RF LgalxO - - �,ro JE xfxovq ' . TONING DISTRICT IN.11 :B. BUSINESS IJrucfm r,R IN LOT SIZE:, rlM I,R1 f. b / MIN FRONTAGE:10" YIN YfDTH zanl ` � r ve mu .'.r.• nln.,ru BUILOINO SETBACKS:FRONT-10 s/D£0' ' qR s,s,nur,e. E / uwm,rm u.E a-- - •- ." A All I,bYJ RC.FP,RIJ gv.iKr,ILL REA. r„ .EIA« R-0' w x BUILDING COVERAGE: DSITEAER COVERAGELAY MAX DISTRICT:0 J0x NATURAL AREA MIN w/EmIXn AlME Lour,u w RF / V •>�'� .a 0, ,y -_,,,L+ M. I.rrrr r . rlaxa �r'my lJ .LL JuxaR F. rxvgrr PARKING CALCULATIONS: RF LnJ. /r r. - ` yrrx AEWItq Iro rr., maE,/, S.I. ,� ' , .mw, e,.,REJ GTCH BaSIR ES O I sErwli TOYL n AREA CALCULATIONS: + ror, r rl SITE rom AREA a�n �, k roYL mR,rE r. J+ "�, ...,. �.r r..B o s 'I t• n •.a?- -_ ,?ran , , 1 u., _ _ O nm ua r O, jN•xt%?c- J E ru.b f ..�'1� .N N - _ - 5 a - ' S / T E PLAN O F L A NO /B ROSARY LANE BARNS TA BL E. vHYANN/sJ MA $ el 1 ran-,iwr ♦I LEGEND - PREF•AREO FOR: : r ,`+8 O 9 _-_i+, cmacRETE emupm FOMVO lr ■ ® 4rq GR _'----- .,TgL/xE CO TE F / SHER / ES O C/O ARrH R V. COT nrmx,„T v E R. `-�.-=' _•— OAa GIE 32 FRO rH/NGHAM ST. M/L TON, AAA 02/86- . 0 - u VTl/µ,wu. 9 f LwmfoLE SCALE: / 20 SEPT-EMBER /5. J996: EAGLE S U R V E )' I RE EG NoveuuE I N l 22y� -0NY— wasf i�f)NarE xE 923 RA19 u t 6A ._-,Ner Y9.....P t MA 02679 SOH 39 -Bt`32 - - Exlsl,xO 2 4 (. ). ' Q B "~' a or fiErvDm - .® (908j 432 9233 'Q evmrm♦ f, - C NO REF r/rvn 10B N0;98,100+ FIELD:CF,W/EEK' CALCL fFb'/JAH. OIfCR fFY a. +Y. ,i <• t... a s. ti sit.:....,.r,. ...-,.C,,:;.'�..,.t �/:..,.. .....:r,-,.v...,.....,..S.r. , ,)�..,v �.i1.N.,,_.,�1..;r?i,.F.:..rn..z..k..,sP'lvaa...�+.,.w,�..,.,.•s•�'Ps, I.","�i,.•...... . .....�.. I L y lipN �€ F I Ev 9 a U. y e Cn m 9 - 4 U. 9 ` W N 5 OLHS6.D00011 Y j Jill mc � p�a8 Zm a STORAGE BUILDING FORgs a w =Gf 4 ARTHUR V.COTE JR. g$a= g s, 18 ROSARY LANE,HYANNtS,MA E9 WS • y I a t t y °m t m f# o. ♦P,a� 4 t } 7l i} °m s o Z a p m I STORAGE BUILDING >c a a ILDING FOR 0 § j ARTHUR V.COTE JR. ° 5>H $ y 18 ROSARY LANE,HYANNIS,MA its p o0 ra¢ rs xe� a.�¢• �w � a 6 Tlll.�' p3p3 gg �� � ���9X �F � E�9` �� Rail S� � .��•, Q a �c F �11 PIE P $mR 1 a, Cs 4 B� as _ i aaR]w. e�iu a °a 5 £ 1 � yp a ------- -Ionic- IMP vq . liplall? Mai s 4 y ca cocm m m �— __._._________________�.__._____._.. — * ,a ni PY bXro - mFzp C off' 4 o m v bS 111 m c � o z s i 0 x t 0 i 19612 R.O. r9.l t¢F' � 8.1¢ 99-W B 1¢ xsa STORAGE BUILDING FORg � ARiHUR V.COIE JR. NO Z'. < . .. - IS ROSARY LANE,HYANNB,MA az g �z10 �� r - GENERAL NOTES 1. memNnvEiozsnAuvewn AucWB.'SION9 ANO ColrfliflgL9 ArmeslR Al♦O RGOM ANY . - oCN;RCMk(XTOCNWN�le6VReW0 W1111 TIQ RON(. - - z, meconlrecrrnc�IlAusueAmwlW orAwzuaTOTnc elcnme ANo aemrs ne+ArPzova 9CORC PADWUTION W NMTESN. 4. ML WCRIC9MALL WAPW WIiII SfAIl0lAlocic 000e. 4. 1C)oNDAl10t19 BNALLS[UrW®tD ASOUIIDSPAPIN641RITA, . - •. •. - - � 9. ROW OBNNI WE NJADD—PAB. , NO RPGIET REQON WALL WUR Y8901MRe. I. ALL WolBt SdW M NTne CRY AHD WCONC!¢R e11DKPlIQC INWAR Ci NDT D60.9® WAIL YncowcRm Iu.CNf OLNAOND SMAPe PRIA 2 ALL ODNCRCR WOItl:SWlI WNfORN1 WIm THe U1tlTR[OIYIm.Y11(S WTMCM190UJ1 . YS 4'CONt.RY MR'1oN78l IM MBt ALL AodLYNf S. OWlQAC9NNL KAN UTWR 5Tq!WM W aIL3f'JeGO ATldltml�Lt 90WR W�f. . /(?AS ARC SI ftACe W VATS. fDN 4. RLWPORWIG SI®.SnAIi YWRII TlN:R WA'J.T.NL SP[C.A61S. OpR.RY � _ GRAOC 6o,loR DCPpN�d11Lf SI®.AND AA.T.I6 SPYC.ISS foRWODCDNiRC MGSn. OppIOt BV[OR OOWTL SANG 9Re zYCIProN OO'w®rsa �M . AlC wxm AT IM¢iBH.IIW MORIZONTAL WALL REINFORCING �- UGNON JOINT WAU3LL5 FOOTINGS COLUMN CON5TRUCTION JOINT - AT AND ' AT SLOB ON GRADE . oo - �NPRLSYJM®ID rwaanaa®.aNrt - �ca.��.u+Nr I _ rzesiol jolw nuec ®P®JIMCII _\—oonoA v�•J•NNP/LTNMv o 2,y NCY 61T Moo IV— INTE IO 'Co PT . D s r 1 U iss ewe I .4y®IP9TAccO® 8 , , 1�O31NIN1Y � I I sas.l -- YgYOOR ` •VNf1®5641 •L T A acue,yv-Iw C +a 10 s p a NOTES 4 DETAILS - lwRi+r>4.e - .AMUR V.COTE JR. 5 18 R05ARYLANE . - HYANNI5 MA. Iw A WALTER A.McQNNON ASSOCIATES .. WEYMOUTn, MP55ACHUSETTS ell 0 1 g rZ------------- —————— -- ————————— -f — 2------------f11 — � . , r r ao.rr nae s.a so.wac 71 . � I r Pa9o.rme t_-- W/G/InVCRf wiomv� 7- �aem,vov wvnvacr roGIhV6V � I I //90®Ir '; 1190®IP {190®Ir I 4�s M4 16WO 2 {I90®IP I srvrrtc. 9W�N'6•rG. scbrrrrc 4ww•rrro I I M09J%9M9 I I � N76J.9b fWH 645b EWB. M05I9bM9— I I I I I I I I I III I III I I - 9'-0•.90 rLG ' 90.90 5.daS.O RO YOG/9b M'B I— NOG ISL LKD I I W 619b — 2aso. W GM rove L D I.9FW Ql19 COL ( 4'4T rtG.� I I I �ra vo RG. - I .� ` `IOrwTwlel aau uu6 I M 44's B I .I I W 49b LNH B'GONL.91FB V9 . 6W+414 KM�P ON I I I I I I I I I ruvurecrWI+.aLM . I I JODIf fltllR .4'-Gktl6'I 4+ 4'-0'"G. 4 G 4 0 f G. N-V-W R0 lffi Sm mrIG. I I I. lyn OW W. �Iw b ifsJh TOmm R nva a®IPr �.— O --n— ®I J _I I -----{—a—P--I9Oelr_._---- --J FO��NDA�TI,�O.N PLAN _ 1 1 { a. d FOUNDATION PLAN °Awl4rae ARTHUR V.COTE JR. MMI+ 18 K05ARY LANE pal 11YANN15 .MA. SCAM J . _ WALTER A.McRINNON A550GATE5 S- WEYMOUTH. MA55ACHU5M5 J r meRmup SuretySt.Paul fire and Marine Insurance Company Franklin Oaks Office Park 124 Grove St. Franklin,MA 02038 508.553.0700 Fax 508.553:0760 February 7, 2000 CERTIFIED MAIL-RETURN RECEIPT REQUESTED Town of Barnstable 367 Main Street Hyannis,Massachusetts 02601 RE: PRINCIPAL North Atlantic Construction Co.,Inc. OBLIGEE: Town of Barnstable LOCATION-bF JOB: 18 Rosary Lane-Hyannis,Massachusetts BOND NO.; 24-0130-04668-99-4 TYPE OF BOND: Street Permit Bond Dear Sir or Madam: The United States Fidelity&Guaranty Company as surety under the captioned bond written for a continuous term,beginning on the 2nd day of February 1999,hereby notifies you that it desires and does hereby cance. said bond. Cancellation effective 30 days from receipt of this notice. This notice is given to you in accordance with the cancellation provisions contained in the above bond. St.Paul Surety Patricia A. Gera Patricia A. Gerry Authorized Representative cc: PRINCIPAL: North Atlantic Construction Co.,Inc. P.O.Box 118. Concord,Massachusetts 01742 AGENT: Albert J. Marchionne Insurance Agency,Inc. sF 11 Independence Avenue _Quincy,Massachusetts 02169 St.Paul Fire and Marine. Insurance Company United States Fidelity,and- Guaranty Company'"' ' -.r -Seaboard Surety y� ..i ...;.r Company ri . Fidelity and Guaranty Insurance Company- •- St.Paul Mercury Insurance Company St.Paul Guardian Insurance Company i - Gommamud .�• ,;r Surety Si:Paul Fire and Marine �E8 :1 0 0 e Insurance Company P 3 61 141 2 9 0 ' " '- ' Franklin Oaks Office Park m `~ . Pg�ER 124 Grove St. 3rd Flr• <. 702k3St G•$.PO S TA G E Franklin,MA 02038 - u'ur►a�,,a �s `t - �- Town of BArnstable 367 Main Street Hyannis, Massachusetts --02601 ATTN: MS. KATHY MALONEY Office Assistant li VIA CERTIFIED MAIL a .• r 1 {11.f.l3 A11£11rd!?i-1.?11111i 1.ddid.1+?.IkillJId1'Il•'ills J11 .s..ia�a�c:1�,t2ri#�:'•f!`Pr.''«:::5°fit�:"G:Y"�' '%��`"�Se'�.cV.'!Bi.•. ".;C'•1.e�a �!x�b!E4^�?!'�•�s'Y°:'''.^oi�'s:�','�•�+.�;etiA�'�'PoF�'hr¢ii.?.''4':w�''+�5�"i�,".?1'::gx';i+%�•;:."1':r�;'fi .. "�'`: �. ...`.'�...... .-. _ .�.-�. •r,- .. 7 91-71 �� TO,WN :OF.-t, .BAR,N�STAB..LE 'JI; ' Building Department= Foundation Permit Date Name �ocat'on 4���Z,-� insp. of Bidgs. r� `� � � ��� �{ �lV �' J d� �. �A �t, eo �� I � '°( I _ �� � ��� I , �� I 1 TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL ID 344 032 GEOBASE ID 25018 ADDRESS 18 ROSARY LANE PHONE HYANNIS ZIP - LOT A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 43440 DESCRIPTION COTE FISHERIES (BLD PERMIT #36141) PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT i CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: THE BOND $.00 CONSTRUCTION COSTS $.00 to 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P. (VE:. * BARNSTABLE, + MASS. i639. ED MA'S � .I BUILDING IVI O 0ff' j BY S DATE ISSUED O1/05/2000 EXPIRATION DATE 04/30/2000 9 — TOWN OF BARNSTABLE _ ^. .: BUILDING PERMIT PARCEL ID, 344,.03Z GEOBASE ,ID 25018 , ADDRESS 18 �rOSRY LANE °s PHONE HYA.t�N IS , :.;' ZIP LOT A BLOCK _ ` LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 351'4�. DESCRIPTION: CUTE `�FISH R3E.S 4600 SQ:FTu:METAL BLDG_. PERMIT TYPEBUI DC TITLE COMMERRC"1AL BCIII,DING- ,,: Department CONTRACTORS NO:ttH ATLANTIC CONSTR ` of Health, Safety ARCHITECTS: �. ,.,.,. and Environmental Services TOTAL FEES: BOND. $$7$.00 CONSTRUCTION COSTS $143,000.00 Qi► 324 PROF,, BANKS, OFFICE BLDG 1 PR-YATE Pig'MB►RNSTAIDLE, *' i6g9. Al BUILDING IV Sh 'BY ..� DATE ISSUED 01./2 /'1999 EXPIRATION DATE t , _ TOWN bF BARNSTABL ,`ADI)RE S 3 F ' Rt?�aAl'�'' ,AN 'PHONE '` -HYANNISZIP , LOT',' .- �7 �v pr 7 d ry SIZE 7LOT', A - � 'BLOCK .dip:�ry ��Aa`}.1� tJS.�.Lpt[�viry7.^�.ye1...�...._7..��p.�Y._. y Bk PERMIT 36t41 DESCRI PT-WN COTE F I.SHER.I ES ..� '4000 SQ,F'r<METAL BLDG.. W-R MIT -t.YP -'_:BU'ILDC 'TITLE - -,COMMIRCI,AL,R,I;LIBDIN Yr7 p� ! r3flty� ��7[y ass pA`ts;�t �y`,p;�r�eC ,,,,Department of-Health 'Safety_ C(jU`I`�t.k!li.eJS.6, CVAI irk-.t�.�.R'�Vt�P.YTIC Li{J1Ve1r.R ' 1} ARCHITECTS and.Environmental Services TOTAL , FEES:: .�DO CONSTRUCTIONCdS`].'S.*F $3 43,000.00 � Qi► 324, PROF�ti BANKS OFFICE B DG: I �`PRIVATE �'i�f� � R�0tib 'tf J A BUILDING DIVISION IJ ` E'`ISSt38D #.a. X-01RATION M THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS, , PERMIT.DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FQR`ALL'CONSTRUCTION;IQ�ORK APPROVED PLANS MUST BE RETAINED OM'JOB AND WHERE..APPLICABLE SEPARATE<< THIS CARD KEPT POSTED UNTIL FINAL INSPECTION FOUNDATIONS C OR FOOTINGS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMLTS;.:ARE:REQUIRED' FOR 2 PRIOR TO COVERING.STRUCTURAL MEMBERS ELECTRICAL,PLUMBING AND MECH-. (READY TO LATH)' PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS: r 3 INS,ULATION`. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4:FINAL INSPECTION-.BEFORE OCCUPANCY, BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 15 '¢. 1 All /A 3 1 H G INSPECTION;APPROVALS EN INEERI G DEPARTMENT 2 /N as �57�5 � ;BOARD OF t' OTHER SITE A REVIEW.AP VAL Aj t _ /?A r.- WORK SHALL NOT PROCEED UNTIL PERMIT WILL QCOME NULL AN VOID IF CON- INSPECTIONS INDICATED ON THIS THE.INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED'FOR BY ' VARIOUS`STAGES OF CONSTRUC MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE QR,WRITTEN NOTIFICA- ' TION NOTED ABOVE. TION. � `. y Y � THE�p�,� The Town of Barnstable MAS& Department of Health Safety and Environmental Services . Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner October 26, 1998 Arthur Cote 32 Frothingham Street Milton, MA 02186 Re: SPR-085-98 Cote Fisheries, 18 Rosary Lane, HY (344/032) Proposal: Construct a 4000 SF, 4 unit building with paved parking and a gravel storage area. Dear Mr. Cote, The above referenced proposal was reviewed at the Site Plan Review Meeting of October 22, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following conditions: • Landscaping plan approved by Planning Department. Plan must show connection of berms. • An Approved sketch of drainage modification to rear of property. • Any uses other than warehouse type uses must return to Site Plan Review due to the restrictions of the 330 Rule. Please be informed that a Building Permit is necessary prior to any construction. Upon completion of all work, a letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, Ralph Crossen Building Commissioner 1 cm s "` i� M1r �. a x k r Z Y r '' "'�33P .'Y B 1 r 3 k.t } j�41 x 5 #a�`e `tartfq„x� "' St.§ r ` ar4 a' ON t r r ka h ". n k,.,,,'� C x'Z Pests .: s a q fr - ,, xi h�'i { �.t} w "` d.+. --:"a it a 8 W..li 11M ;,,r�,u,y�' k L �`*a:z e '� r v 'r �+ + 5 'F ,,?�'�' ,ryt'j'ck't� i41 "%a.fe ' y,., ¢s;t '� �%`, t`.: 4%ems . . aka. e r+ "K+�, '�. v °§� ,a� i r ..z .` ,d `�' -. �. 11'3 , :'q,a R �," -.L J �, f_ f ks ,1 L r M j ,; k- i Y` 1 y:}. k 3 2 1�, `stt L A W ' r ,� , �.Jxr x'x s i 'r i,4�, M,,,a,n gk-, °7`'+'4", ;Y° *�"��r��t�� zr;: '.' >.J i "W '` §- ¢3�� x r' r.:�rp,';. {r.,aa i 4 :r a g <1 w .a r Y sz " *, t t,. .ram `', y ,' z, "' r� ,� a eau .'. an�yY� 3 ,i � k'`—mg "��Mi '"r'• k5 .va f C�' ,3z .' 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T PNL WOMEN-ELE O IIF THE CONTRACTOR IDENTIFlES -_ O I ANY CONFLICTS IN THESE METAL STUD 8 DRYWALL I DRAWINGS OR ENCOUNTERS PARTITION 42°HIGH I CONDITIONS IN THE FIELD THAT - EDGE OF MEZZANINE ABOVE REQUIRE ADJUSTMENT TO �n METAL HANDRAIL EACH I m - SIDE OF STAIR m �------ THESE DRAWINGS,HE SHALL I NOTIFY THE ARCHITECT "- I IMMEDIATELY.AND WAIT FOR w DIRECTION BEFORE o I PROCEEDING WITH THE WORK. , I , I ° O I s LL 41 0 �+ I I HINGED GATE 42'HIGH o. t II 'a, -1r° X6'-0"WIDE CLEAR OPENING, - : -SEE ELEV.BELOW I � , I , GALV.STL PIPE WELDED I Q TO TOP OF BEAM BELOW C O GALV PIPE GATE W/CHAIN _ 3 I C LINK INW/ I Z LATCH W/SETUP FOR PADLOCK I I f I M } LLW °C DUPLEX RECEPTACLE 42 I W W ABOVE FLOOR,TYPICAL I H J U DROP BOLT TO LOCK GATE ' I MEZZANINE GATE SCALE:1/4°=1'-0° O cc OX =O .-.-. _I CC CO CO - --- _-•---•---_ 1L 26'-2 1/4" 3'-4 12" 2'-0° 12'-0" T-3° 3'-4 12" 2'0" 12'.0" 6'-9 314" santerd associates MEZZANINE PLAN FLOOR PLAN r REVISIONS DOOR SCHEDULE BUILDING CODE COMPLIANCE,8TH EDITION 2009 IBC 311.2 MODERATE-HAZARD STORAGE,GROUP S-1. 2009 IBC TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE DOOR FRAME - SEPARATION DISTANCE.Fire separation distance(feet)greater than or equal to 10'but less than 30'=0 hour DOOR NO. SIZE MAT. TYPE MAT. TYPE RATING HDWR. REMARKS �,. - - 2009 IBC TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREAS rated. D Aft Height limitations shown as stories and feet above grade plane. +7+s 1 3,-0°x 7'-0°x 1 3/4" HM D1 HM -F1 1 Area limitations as determined by the definition of"Area,bulding,"per floor. 2009 IBC 1004 OCCUPANT LOAD 2 3-0°x 7'-0°x 1 3/4" HM D1 HM F1 1 USE GROUP S-1,TYPE 2B CONSTRUCTION,2 STORY 17,500 S.F. Actual main floor area is 3,000 s.f. 1004.1 Design occupant load.In determining means of egress requirements,the number of occupants for whom -Ali K-8�Q� - __ _. ..-. means of egress facilities shall be provided shall be determined in accordance with this section.Where occupants 3 -i x T W x 1 3/4° HM - D1 HM _ F1 - 1 - 2009 IBC 505.1 MEZZANIES,GENERAL. - from accessory areas-e egress through a primary space,the calculated occupant load for the primary s ace shall rY 9 9 P s P P . P rY P a 3 0°z 7-0°x 1 3/40 WOOD D7 HM F1 z A.mezzanine or mezzanines in compliance with Section 505 shall be considered a portion of the story in which it is include the total occupant load of the primary space plus the number of occupants egressing through.it from the � ��„� 5 .n -3-0 - - ------- contained.Such mezzanines shall not contribute to either the building area or number of stories as regulated by accessory area. f>rM Va't• s"x 7-0°x 1 3/4° WOOD Di HM F7 2 Section 503.1 6 3-0 x 7'-0"x 1 3/4" 1 WOOD D1 HM FI 1 1 3 2009 IBC TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT PI m Oth 2009 IBC 505.2 MEZZANINE AREA LIMITATION. Warehouses h..500 gross s.f.per occupant:Main floor and mezzanine are 4,000 s. .+500=8. 2" 3'-0" 2" The aggregate area of a mezzanine or mezzanines,within a room shall not exceed one-third of the floor area of that HARDWARE SETS room or space in which they are located.The enclosed portion of a room shall not be included in a determination 2009 IBC TABLE 1005.1 MINIMUM REQUIRED EGRESS WIDTH t of the floor area of the room In which the mezzanine is located.In determining the allowable mezzanine area,the area Other egress components(inches per occupant)0.2 x 8=1.6",actual minimum width is 36". 0f the mezzanine shall not be included in the floor area of the room.Actual mezzanine area is 1/3 of the main floor. ALL HARDWARES SHAVE SATIN CHROME OR r - - 2009 IBC 1021 NUMBER OF EXITS AND CONTINUITY SATIN STAINLESS STEEL FINISH 2O09 IBC 505.3 MEZZANINE EGRESS. 1021.1 Exits from stories.All spaces within each story shall have access to the minimum number of approved �y a9� HW1 Each occupant of a mezzanine shall have access to at least two independent means of egress where the common independent exits as specified in Table 1021.1 based on the occupant load of the story.For the purposes of this DRAWN�K3 1 12 Pair butts-Stanley FBB199 412"x 4 12°NRP,US32D Q path of egress travel exceeds the limitations of Section 1014.3.The common path of travel Is less than the 75 feet chapter,occupied roofs shall be provided with exits as required for stories. 1 Lockset- Sonsr e,Athens NDSOPD allowed b section 1014.3. CHECKED DKS 1 Closer t_Schlage B860P Y 1 Closer-LCN 4010 Exception:A single means of egress shall be permitted in accordance with Section 1015.1.The mezzanine also 2009 IBC TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD SCALE 1/4°=1'-0° 1 Full perimeter weatherstripping complies with1015.1. Persons per story 1-500,2 exits per story. 1 Bottom sweep - 1 Threshold 2009 IBC 505.4 MEZZANINE OPENNESS. f. - 2009 IBC 1011.2 ILLUMINATION.- DATE APRIL 28,2013 HW2 - - A mezzanine shall be open and unobstructed to the room in which such mezzanine is located except for walls not Exit signs shall be internally or externally illuminated. - TITLE 1 12 Pair butts-Stanley FBB191 412"X 412" more than 42 inches high,columns and posts. FLOOR PLAN St1 Privacy set-Schlage,Athens ND40S D1 F1 1 Closer.LCN 4010 - 2009 IBC TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(hours) ELEVATIONS HW3 Silencers DOOR TYPES FRAME TYPE BUILDING ELEMENT T cola SHEET Structural frame Includingcolumns,girders,trusses 0� 1 12 Pair butts-Stanley FB8191 412°x 4 12° Bearing WBIIS EXtenor 0&mteri0r 0 1 Lockset-Schlage,Athens ND5oPD wi Tactile Warning Nonbeanng walls and partitions Exterior See Table 602 3 Silencers Nonbeanng walls and partitions Interior 0 Floor construction and secondary members 0 Roof construction and secondary members 0 Al ©Copyright Douglas Sanford t , Assoaates,Inc.2013 METAL ROOF,TYPICAL GUTTER AND(2)DOWNSPOUTS THIS SIDE DOUGLAS SANFORD ASSOCIATES INC. METAL SIDING,TYPICAL 4 WINTERBERRY LANE WAREHAM,MA 02571 A3 A4 ROLL-UP DOOR,TYPICAL (508)747-4300 A B C 4 3 2 WALL PACK,TYP.FOR(3) 11 LIGHT FIXTURE O O �LL Z `______________________________________________________________________ ____________________________' •- ----------- -----""-------------'-------------------_______________________________ ______________ __________________� - ___ ________________________________________________--`-' STUCCO OVER INSULATION,TYPICAL J FOOTING,TYPICAL Z WEST ELEVATION PASS DOOR,TYPICAL SOUTH ELEVATION STEP TOP OF FOUNDATION WALL Q DOWN AT DOOR OPENINGS,TYPICALLu _ APOLLO LIGHT PIPE,TYP.FOR(3) 7ILI W O� V A4 A3 ; C B A 1 2 3 T cc O HO . . . . .................. V� QCC co sautcrd assceiates REVISIONS I AAA ED A K .... . ................... ...... ,. . ...:........... ............ ...... ..... . ....... ....;;............ ...... ...... ...:......:: i�0e 4504 .... ::. ..... ..... . . .. ... .... '. ......... .... . . .... .... . .. . A OF � . CHECKED DKS SCALE 1 " DATE MAY 28,2013 TITLE EXTERIOR EAST ELEVATION NORTH ELEVATION ELEVATIONS SHEET A 2 1 1 ' m CAssocgh t Douglas SIn. 0anford DOUGLAS SANFORD ASSOCIATES INC. 4 WINTERBERRY LANE WAREHAM,MA 02571 (508)747-4300 A B C STEEL LINE STEEL LINE METAL ROOFING ROOF INSULATION TYPICAL 122 R-1a FIBERGLASS W/VAPOR BARRIER 1 PERPENDICULAR TO PURLINS, 2ND LAYER R-13 FIBERGLASS UNFACED 6°GUTTER W/DOWNSPOUTS O ON TOP OF FIRST LAVER AND TYPICAL PARALLEL TO PURLINS,PROVIDE - SUPPORT STRAPS EAVE TRIM R 14 CN TYPICAL FIBERGLASS W/VAPOR BARRIER Q M� . 18 GAUGE 3 5/8°METAL STUDS 1 O. W Q O.C.WITH 1/2°GYPSUM DRYWALL L EACH � SIDE AND TOP,FASTEN STUDS TO W �.= PERIMETER BEAMS TO PROVIDE RIGID 7 WALL,PAINT DRYWALL,TYPICAL FOR LU LU li STA OPENING AROUND STAIR AND OPEN-SIDE SIDE OF MEZZANINE r/ �-Z Q v� I ZDI >� 1 ET HANDRAIL BOTH SIDES OF STAIR, CC cc � RETURN ENDS TO WALL,PROVIDE WALL BRACKETS O �N STORAGE MEZZANINE FLOOR,DESIGN FOR cc - -c-. .-. .��:_�._vc_.... c_�,._._�_ ...�--a..�:-v<_-,�-c�..�,-tea:-o •--=�-:r.-u<._-._� -c .....�.-a._�_�...�-_� Q T V NOSING,TYP. "inkri abS Ades 2.4"STYROFOAM INSULATION q ADHERED TO WALL,SELF- - - ^ FURRING METAL LATH ATTACHED REVISIONS TO CONC.WITH SCREWS&WASHERS, ¢ ZD W/CEMENT STUCCO FINISH ON ALL ° EXPOSED SURFACES,TYPICAL N GA : - O.LP CONCRETE APRON, 8 No 4.504 0 O -- 0 SEE SITE PLAN P' OVth PITCH --. - A o�Q o .,._o. o ..,.o.:ci'.a: -o o a:v.a o.,, ...a:l oi..-...a o.:, ....a ':'o:'.c/ o: -:'o.:. p.,,...,a. ...:.0,`,.,o; ...;.o,.0 - - T.O.SLAB EL.101' lmll _ o.. oo o✓ o: a :o. a .a of�/.a oi`;0 0l o o l:q..v .o. .. o.. o V o.. o o.. o. o.. o. o.. o 0 0 0...V o V o 0 o V o o. o 0 0 oz ^ o o0000000000,0, o,o o,oa 000,o,000,0000 oo,o o,o oo,o,o o,o o,o,a ao 'J +'•� O: aao 000000,00,00,0 oo ,o oo oo00000000,0,0000a,0000 o000 0 ,o o,o,o,00 0000 0 ..o o,o,o o,000,o oaoo oo 0000,o �T 000, .000.o. 00000000.00.o.o.0000.0000.00a.000ao. oo.00, 000.o.o .-,.o.o.000.a oo.00.00e.o.00a.o.o.00.oaa.000 ` Q a HOFMG1 o000 00000000 0 0 .o.o.0000 000000a00000 oao 00000000ao 0000.00000 '\ O MINIMUM OF I2°GRAVEL UNDER �o o �g W, 0. FLOOR SLAB,TYPICAL 6. DRAWN DKS ° p CONTINUOUS VAPOR BARRIER, �.: 2.4°STYROFOAM INSULATION CHECKED DKS �• O TYPICAL Q TO 48'BELOW GRADE,TYP. �j PREMOLDED JOINT FILLER,TYPICAL SCALE 12°=1'-0° F: DATE MAY 28,2013 TITLE BUILDING FACE OF FOUNDATION 7° FACE OF FOUNDATION SECTION A 7" SHEET BUILDING SECTION A A3 O Copyright Douglas Sanford ° Associates,Inc.2013 DOUGLAS SANFORD ASSOCIATES INC. 4 WINTERBERRY LANE WAREHAM,MA 02571 (508)747-4300 A �r A B C lollt- STEEL LINE STEEL LINE ROOF INSULATION TYPICAL 122 R-1,VIBERGLASS W/VAPOR BARRIER 1 PERPENDICULAR TO PURLINS, cc ND L 2AYER R-13 FIBERGLASS UNFACED 6"GUTTER W/DOWNSPOUTS O ON TOP OF FIRST LAYER AND - TYPICAL PARALLEL TO PURLINS,PROVIDE SUPPORT STRAPS Li EAVE TRIM Z t� WALL INSULATION.TYPICAL R-19 FIBERGLASS W/VAPOR BARRIER Q J � _ C aAPOLLO LIGHT PIPE,3 REQUIRED FLASHING AT TOP OF ALL m OPENINGS IN WALLS,TVP. ui 7 W SECTIONAL DOOR TYPICAL 0� �cc CCI PREFINISHED METAL TRIM TO MATCH SIDING,TYPICAL O AT ALL ROLL-UP DOORS cc ♦^ Y/ Qco 8 o santord associates ow 2.4°STVROFOAM INSULATION ADHERED TO WALL,SELF- FURRING METAL LATH ATTACHED O REVISIONS TO CONC.WITH SCREWS&WASHERS, W/CEMENT STUCCO FINISH ON ALL EXPOSED SURFACES,TYPICAL O: ®A ®� Y�-D Aig PITCH � 0 DOOR SLAB AWAY FROM DOOR ON EXTERIOR, �G� p K . TYPICAL AT ALL ROLL-UP o q q DOORS.:4 1 .1 P.F, T CONCRET SEES E PLAN E APRON, N 4504 O Ica ut PITCH &A 11 T.O.SLABEL 101' wll O E o. S r a 0 F °o;°o�o,o;o of ° '°'°'°. o.e.° °.o,e.o.o.°.o.°.o.o.o.°.°.°.°.°.a°.o.o.00.°.°o ° '°o.°'°'°.°.°'°'o.'° p.._ MINIMUM OF I2 GRAVEL UNDER FLOOR.SLAB.TYPICAL ','oo: DRAWN DKS // p O CONTINUOUS VAPOR BARRIER, 2.4'STYROFOAM INSULATION CHECKED DKS TYPICAL TO 48°BELOW GRADE,TYP. SCALE 12^=r-o° PREMOLDEDJOINi FILLER,TYPICAL O'.,.' DATE APRIL28,2013 a TITLE BUILDING FACE OF FOUNDATION I FACE OF FOUNDATION SECTION B 7° 7° SHEET BUILDING SECTION B A4 @ Copyright Douglas Sanford Associates,Inc.2013' TOILET ROOM NOTES: t GRAB BAR STRUCTURAL STRENGTH TOILET ROOK"SICNA E NOTES' 1.GRAB BARS SHALL BE MOUNTED 33"TO 36"ABOVE FLOOR.BARS SHALL BE 1 1/4" STRUCTURAL STRENGTH OF GRAB BARS;SHOWER SEATS,FASTENERS -AT EACH TOILET ROOM THERE SHALL BE A PERMANENT SIGN INSTALLED DOUGLAS SANFORD IN OUTSIDE DIAMETER X 3`6"LONG AND HAVE A 1 112"CLEARANCE BETWEEN THE AND MOUNTING DEVICES SHALL BE AS.FOLLOWS:- CONFORMING TO ARCHITECTURAL ACCESS BOARD AND ADA REQUIREMENTS. Tie T' e'-01'CLEAR ASSOCIATES INC. BAR AND WALL:(2)STAINLESS STEEL BARS THAT ARE ACID-ETCHED OR A.BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM •SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF q WINTERBERRY LANE ROUGHENED ARE REQUIRED IN EACH TOILET ROOM SECURELY FASTEN TO BENDING MOMENT FROM THE THE DOOR. W INTERB,MA 0257E BLOCKING TO ACCOMMODATE A 250 POUND LOAD,SEE PLAN FOR LOCATIONS.THE APPLICATION OF 250 LBS.SHALL BE LESS THAN THE ALLOWABLE STRESS •MOUNTING HEIGHT SHALL BE 60"ABOVE FINISHED FLOOR TO THE '��7" w 1'-0" 3'-6" REH M,MA 02GRAB BAR SHALL COMPLY WITH THE REQUIREMENTS FOR STRUCTURAL FOR THE MATERIAL OF THE GRAB BAR OR CENTERLINE OF THE SIGN. - -STRENGTH. SEAT. •LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO6" TOILET PAPER DISP. 2.PLUMBING FIXTURES SHALL BE-ADA COMPLIANT FIRST QUALITY,NEW B.SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION BETWEEN 3:5 AND 1:1,AND A STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN 1:5COMMERCIAL FIXTURES,COLOR WHITE.FITTINGS SHALL BE COMMERCIAL QUALITY OF 250 LBS.SHALL BE LESS THAN THE AND 1,10.CHROME PLATED BRASS.. ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR •CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING:TO THE _ 3.TOILET SHALL BE 17"TO 19"FROM THE TOP OF THE SEAT TO THE FLOOR.FLUSH SEAT.IF THE CONNECTION BETWEEN THE 'VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. ice' COAT HOOK CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL BE OPERABLE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORTS •THE MINIMUM HEIGHT OF SUSPENDED OR OVERHEAD CHARACTERS 15 THREE ,-.y_� WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING,OR IS CONSIDERED TO BE FULLY RESTRAINED, INCHES 13"=76MM)AND IS MEASURED USING AN UPPER CASE X �- 1 a" TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR •LOWER CASE.CHARACTERS ARE PERMITTED 203 162 GRAB BAR,TYPICAL BE NO GREATER THAN 5 LB.CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED THE COMBINED SHEAR STRESS,WHICH - •RAISED AND BRAILLED CHARACTERS AND PICTORIAL SYMBOL SIGNS SHALL sink elevatmns ON THE W IDE SIDE OF WATER CLOSET NO MORE THAN 44 INCHES ABOVE THE SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. COMPLY WITH THE FOLLOWING:LETTERS AND NUMERALS SHALL BE RAISED Fig—Nh FLOOR TO BE VINYL TILE W/ FLOOR. C.SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM ONE THIRTY-SECOND OF AN INCH(1/32"=0.8MM),UPPERCASE,SANS SERIF - Q VINYL BASE,WALLS TO BE 4.LAVATORY SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES THE APPLICATION OF 250 LBS.SHALL BE - OR SIMPLE SERIF TYPE: FRP TO 48"ABOVE FLOOR WITH FLOOR MPANIED WITH GRAD PAINTED GYPSIM BOARD ABOVE ABOVE THE FINISH FLOOR AND SHALL ALSO EXTEND A TER. NEE 17 INCHES LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR •LETTERS AND/OR NUMERALS SHALLBE ACCO E 2 O DRAIN w FROM THE WALL TO THE FRONT OF THE SINK OR COUNTER. KNEE CLEARANCE MOUNTING DEVICE OR THE SUPPORTING BRAILLE. euro rewei rewei �orya_ u.inel � SHALL BE PROVIDED UNDERNEATH THE SINK WHICH IS 27 INCHES MINIMUM FROM STRUCTURE,WHICHEVER IS THE SMALLER ALLOWABLE LOAD. •RAISED CHARACTERS SHALL BE AT LEAST 1/32 OF AN INCH HIGH,BUT NO THE FLOOR.TOTHE UNDERSIDE OF THE SINK AND EXTENDS BENCHES MINIMUM D.TENSILE FORCE INDUCED IN A FASTENER BY DIRECT TENSION FORCE HIGHER THAN TWO INCHES. MEASURED FROM THE FRONT EDGE UNDERNEATH THE SINK BACK TOWARDS THE OF 250 LBS.PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 •PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL 1t Ftuin PAPER TOWEL DISPENSER WALL:IF A MINIMUM OF 9 INCHES OF TOE CLEARANCE IS PROVIDED,A MAXIMUM LBS.SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM.THE BORDER - ' ,:' — —o°ntr 1 OF 6 INCHES OF THE 48 INCHES OF CLEAR FLOOR SPACE REQUIRED AT THE BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE DIMENSION OF THE PICTOGRAM SHALL BE SIX INCHES(6"=152MM)MINIMUM IN - .. MIRROR 18'X 24„ FIXTURE MAY EXTEND INTO THE TOE SPACE.SEE FIG.30H.SINK DEPTH SHALL NOT E.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. HEIGHT. EXCEED SIX AND 12 INCHES SINK TRAPS AND DRAINS SHALL BE LOCATED AS - •FINISH AND CONTRAST THE CHARACTERS AND BACKGROUND OF.SIGNS CLOSE TO REAR WALLS AS POSSIBLE.HOT WATER AND DRAIN PIPES EXPOSED SHALL BE EGGSHELL,MATTE,OR OTHER NON-GLARE FINISH.CHARACTERS w o E$ NOUNDER SSHARINKS OR ABRASIVE INSULATED,S.GUARDED.THERE SHALL BE TOILET&ELECTRIC ROOM CONSTRUCTION US NOTES: ANDSYMBOLS SHALL DARK BACKGROUND WITH BACKGROUND.EITHER SON LIGHT - .ems - U ` NO SHARP OR ABRASIVE SURFACES UNDER SINKS.FAUCETS SHALL BE OPERABLE CHARACTERS. A DARK.BACKGROUND OR DARK CHARACTERS ON A LIGHT •NEW PERIMETER PARTITIONS SHALL BE CONSTRUCTED USING 3OM 20 ° WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING,OF GAUGE STUDS @ 16"O.C.TO STRUCTURE ABOVE IN ELECTRIC ROOM AND TO BACKGROUND. •SYMBOLS OF ACCESSIBILITY:THE TOILET ROOM SIGNS. TWISTING IC THE WRIST.LEVER-OPERATED,PUSH-TYPE TOUCH-TYPE,TYPE,OR SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. ` e'-0'ABOVE THE FLOOR IN TOILET ROOMS.IN TOILETS PROVIDE 6"22 GAUGE ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE DESIGNS..IF CEILING STUDS.AT 16"O.C.PROVIDE 12"GYPSUM BOARD ON.EACH:SIDE OF - givaenaer In"IN— SELF-CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT WALL AND FRAMED CEILINGS(MOISTURE RESISTANT IN TOILET ROOM),WITH Figura 301 LEAST TEN SECONDS, ACOUSTICAL INSULATION. 5.THE TOP OF ANY SHELF AND OR BOTTOM OF ANY MIRROR THAT IS PROVIDED PROVIDE WOOD BLOCKING FOR FASTENING ALL TOILET FIXTURES AND ABOVE A SINK SHALL BESET WITH THE BOTTOM EDGE OF THE REFLECTING ACCESSORIES. :.. SIGN. SURFACE NO HIGHER THAN 40 INCHES ABOVE THE FINISH FLOOR. •ALL NEW PARTITIONS SHALL BE PRIMED AND SHALL BE FINISH PAINTED WITH 6.TOILET PAPER DISPENSERS SHALL BE LOCATED ON THE SIDE WALL CLOSEST TO EGGSHELL ACRYLIC.COLOR TO BE SELECTED BY OWNER. THE WATER CLOSET.THE CENTERLINE OF THE ROLL SHALL BESET AT A MINIMUM •NEW DOORS SHALL RECEIVE 2 COATS.OF CLEAR POLYURETHANE FINISH. .. 6"STUDS @ 16"O.C. HEIGHT OF 24INCHES ABOVE THE FLOOR.DISPENSERS THAT CONTROL DELIVERY DOOR FRAMES AND CASINGS SHALL RECEIVE 1 PRIME COAT AND 2 FINISH OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW ARE NOT ALLOWED. COATS OF WATER BASED-SATIN ENAMEL,COLOR TO MATCH WALLS. LIGHT FIXTURE SCHEDULE 7.,THE PAPER TOWEL DISPENSER SHALL BE MOUNTED WITH THE TOWEL •PROVIDE NEW VINYL BASE AT NEW TOILET ROOMS.BASETO BE JOHNSONITE CENTERLINE 42"ABOVE THE FLOOR.SEE FIGURE 30i. 4'VINYL COVE BASE,.080"THICK,COLOR AS SELECTED BY OWNER DE51G. STYLE LAMPS PROVIDED BY NOTES - - - - - 8.A COAT HOOK SHALL BE PROVIDED AT A MAXIMUM HEIGHT OF 54 INCHES ABOVE •IN NEW TOILET ROOMS PROVIDE 1/8"X 12"%12"IMPERIAL MODERN A -' B'UTILITY STRIP FLUORESCENT ..4-TB - -ELECTRICIAN - - - THE FLOOR. -- EXCELON PER ARMSTRONG WORLD INDUSTRIES INC,COLOR AS SELECTED BY B EXHAUST FAN&LIGHT 28W CFL ELECTRICIAN MOTION DETECTION SWITCH O 9.INSTALLATION OF ALL FIXTURES,FITTINGS AND ACCESSORIES SHALL CONFORM OWNER.ADHESIVE TO BE#5750 AS PERARMSTRONG WORLD INDUSTRIES - TO THE STATE ARCHITECTURAL BARRIERS REGULATIONS.IF THERE ARE ANY INC.TILEA ADHESIVE ACCENT STRIPS AND OTHER RELATED ACCESSORIES C 4'UTILITY STRIP FLUORESCENT 2-T8 ELECTRICIAN QUESTIONS,REQUEST CLARIFICATION FROM THE ARCHITECT. SHALL BE VINYL AND SHALL BE PROVIDED AT JOINT BETWEEN VINYLTILE AND - D HID CEILING LIGHT 1 ELECTRICIAN MATCH FIXTURE TYPE IN EXIST.BLDG. IN PLUMBER TO PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE CONCRETE.INSTALLATION OF ALL FLOORING SHALL BE IN STRICT : TYPICAL TOILET ROOM PLAN WATT HEAT OF THE NEW TOILET ROOMS INCLUDING FIXTURES,FITTINGS,HOT E EXTERIOR WALL LIGHT 400W MH ELECTRICIAN - . ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SCALE:1/2"=1'-0" WATER HEATER,DRAIN PAN,SUPPLY AND WASTE PIPING.ALL WORK SHALL BE IN 'F- EXTERIOR WALL LIGHT' 28W CFL' -ELECTRICIAN - ' ACCORDANCE WITH THE STATE PLUMBING CODE. - - Z GYPSUM DRYWALL CEILING : - - Z COMBINATION EMERGENCY LIGHT AND EXIT SIGN,TYPICAL M W Q __ = - W Cd EX/EM GAS UNIT HEATER,TYP.FOR(2) O W W C O LIGHT FIXTURE,TYP. - B B A A a 0 cc DRYWALL CEILING,TYP. 7SEEDERMEZZANINE EM EMG PLAN FOR O =N SWITCH AT BOTTOM. OF STAIRS - - I-cc CnaCO EMERGENCY LIGHT, TYPICAL A .A A A santord associates SEE CEILING PLAN FOR - APOLLO LIGHT PIPE, LIGHTING O TYPICAL FOR(3) —0 _ O REVISIONS 6 _ _ _ _ _ _ _ JUNCTION BOX FOR FUTURE CEILING FAN, COMBINED EXIT SIGN - - TYPICAL FOR(3) &TYP MCAGENCYLIGHT, DAi9`1, �rFA O` D D ryr� f� SEE UNDER MEZZANINE �+��j1V�;ry9 504CEILING PLAN � CONTINUATION OR g'!vy*+outh .' DRAWN DKS SEE CEILING PLAN FOR CONTINUATION CHECKED DKS- SCALE AS NOTED DATE APRIL 28,2013 TITLE TOILET ROOMS B - :E CEILING PLANS SHEET NOTE: •ELECTRICIAN TO PROVIDE SMOKE DETECTORS AND.UE FIRE ALARM AS DETECTED BY STATE AND LOCAL UNDER MEZZANINE CEILING PLAN CODES AND REGULATIONS. 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N DO m Rl m m s c� "� :�� ��� ��fDAC ao i D z ° o IV w . �® N a STORAGE BUILDING FOR �-'M > a > � m ° N � X w ARTHUR V.COTE JR. e>9 ma go < o�Q'0 �.h � 18 ROSARY LANE,HYANNIS,MA oI5 ET _ N w t1TS �`11�y� �m"p was rr 70 u b • I q 3 ®Copyright P S G 24 7- 4 T 2 7 ENGINEERING CO.,Ira.2013 NDTE T 2N-71/4" I za'a 12° za'a va° 7 P&G ENGINEERING .. ALL BUILT UP COLUMN SECTIONS I CO.INC. SUPPORTING MEZZANINE TO BE P.O.BOX 972 ' SHOP WELDED BOTH SIDES 76'-0" BURLINGTON,MA 01803 6'-8• 3 ROWS 1 1/4 x 1 1/4 x fie HORIZ. PHONE - (781)272-3885 ..._ ANGLE BRIDGING,FIELD WELD ��'�¢ I__...____.. m _ __________ A wlez2e-z1rz• A � _ ' I I FLOOR FORM NOTES: FOUNDATION NOTES: 1.FORM TO BE 28 GAUGE,B/18°DEEP,PITCH 2 1rz°WITH 30° 1.FOUNDATIONS SHALL BEAR ON MATERIALS WITH A ix W18 26-212' COVERAGE. MINIMUM ALLOWABLE BEARING PRESSURE OF TWO TONS 2,FINISH SHALL BE 1 COAT OF STANDARD GALVANIZED I PER SQUARE FOOT.FOUNDATIONS MAY BE PLACED ON FIRM C J FINISH. C J yl(I UNDISTURBED MATERIALS,OR PLACED ON COMPACTED M 3,MATERIAL TO BE ASTM A653 GRADE SO. _ STRUCTURAL MATERIALS WHICH HAVE BEEN OBSERVED �' �: 4.FORM TO BE PLACED WITH EDGES UP AND LAPPED A ANWOR CERTIFIED BY A GEOTECHNK:AL ENGINEER. A3 STIRRUP,TYPICAL :, 5+ MINIMUM OF 2•,NEST SIDE LAPS ONE HALF CORRUGATION, 2.FOUNDATIONS SHALL NOT BEAR ON FROZEN SOIL AND END LAPS MUST OCCUR OVER SUPPORTS. FOOTING BEARING STRATA SHALL NOT BE LESS THAN 4'-8' ' I 5.WELD FORM TO SUPPORTS USING WELDING WASHERS. I BELOW ADJACENT GRADE. 3 A6 VERTICAL,TYPICAL 8� 77C:. WELD IN X PATTERN USING 70 WASHERS PER 90.OR WELD 3.BACKFILL SHALL BE PLACED TO EQUAL ELEVATIONS ON PATTERN Al PER SDI SPECS. BOTH SIDES OF THE FOUNDATION WALLS EXCEPT WHERE I I ( AS®1Y O.C.(HORIZ.)EACH FACE 6.SUPPLY ALL FOUR STOPS AS REQUIRED.MINIMUM 18 WALLS ARE ADEQUATELY REINFORCED AND CURED OR ARE I 1 ; AND MIDDLE ;gip Q GAUGE. PROPERLY BRACED, 4.MINIMUM REINFORCING OF ANY FOUNDATION WALL, � TYPICAL PIER PLAN VIEW 5�'0° COLUMN FOOTING 18°DEEP EXCEPT A9 NOTED,TO BE A5 BARS HORIZONTALLY®12" @ EXT.FND.WALL W/11 A4 BARS BOTH WAYS, O.C.AND A5 BARS VERTICALLY 18 18°O.C.EACH FACE. T.O.FOOTING EL 1DO'-4" Cg \�. W 1611t 28(-21 rzy STEEL JOIST NOTES: 6 _ I _1.ALL JOISTS ARE TO BE MANUFACTURED AND ERECTED PER _ - - C.J. - 1 I I H S.J.I.SPECIFICATIONS AND RECOMMENDATIONS. U 2. CONC ETE NOTES:PAINT ONE SHOP COAT OF STANDARD GRAY PRIMER. CR O O - I 3.THE BOTTOM CHORDS OF THE TIE JOISTS ARE TO BE FIELD WELDED TO THE COLUMNS AFTER ALL DEAD LOADS ARE ALL CONCRETE WORK AND REINFORCING BAR DETAILS I I I I I I I ® 10° 10° SHALL CONFORM TO THE LATEST A.C.I.CODE AND ■ APPLIED.CONNECTIONS SHALL DEVELOP END MOMENTS. I UL 4.ALL BOLTS REQUIRED FOR THE JOIST ERECTION ARE TO BE DETAILING MANUAL '? 2.ALL POURED CONCRETE FOOTINGS AND FOUNDATION I I ( A8®12°O.C.(HORIZ.)EACH FACE SUPPLIED BY THE STRUCTURAL STEEL FABRICATOR: 'R Y AND MIDDLE U` I WALLS SHALL HAVE AN ULTIMATE STRENGTH OF AT LEAST v p';: 6.NO CONSTRUCTION LOADS ARE TO BE PLACED ON THE A8 VERTICAL,TYPICAL 3.000 P.S.I.AT THE END OF 28 DAYS.ALL CONCRETE SLABS 1 I I :.p. JOISTS BEFORE JOISTS ARE PROPERLY ANCHORED AND 0 A3 STIRRUP,TYPICAL p BRIDGING IS IN PLACE. SHALL HAVE AN ULTIMATE STRENGTH OF AT LEAST 4,000 e.DO NOT COMPLETELY WELD JOIST UNTIL PROPERLY P.9.1.AT THE END OF 28 DAYS. ALIGNED.TACK WELD EACH END ON THE SAME SIDE AND DO 3.REINFORCING STEEL SHALL BE IN COMPLIANCE WITH THE ID Q. ANY ALIGNING DURING INSTALLATION OF BRIDGING,THEN I REQUIREMENTS OF A.S.T.M.A-615 GRADE 60 AND A.S.T.M. A-185 FOR WIRE MESH.BARS SHALL BE DEFORMED TO 1 I 1 MAKE FINAL WELD. 7.BRACE JOIST IN THE END BAYS TO PREVENT LATERAL A.S.T.M.A-305. 1 I I [3° �7° T 3°I DISPLACEMENT DURING THE BRIDGING INSTALLATION. 4.ALL CONCRETE SHALL BE PLACED IN THE DRY. = Z I I I A A n •r I 5.CONCRETE SLABS ON GRADE SHALL RECEIVE Z 6.NOTIFY THIS OFFICE AT ONCE IF THE JOIST CANNOT BE M N TYPICALI CORNER PIER PLAN ERECTED ACCORDING TO THE LATEST PLANS.THIS OFFICE WEATHERSEAL XL ACRYLIC SEALER AS MANUFACTURED BY W Q I I i VIEW @ EXT.FND.WALL WILL NOT BE RESPONSIBLE FOR ANY CHANGE MADE WITHOUT DEX-O-TEX,SEALER TO BE APPLIED PER MANUFACTURER'S _ 1 I I SCALE:3W-I'-0° WRITTEN INSTRUCTIONS. W .' OUR PRIOR WRITTEN CONSENT. m W1 28-212' 'a I .O}a:' ?Q1`' V c ... ....r:. a > TOP OF CONCRETE FLOOR EL.111'-8°WITH 3°CONCRETE SLAB W/6 x 6 z W2.B owl WELDED WIRE MESH OVER WITH x 28 GA.GALVANIZED FORM P. =O PROPOSED MEZZ.FRAMING PLAN 2e'•zva 3'-a1rz z'-o r-o r•3 3'-atrz 2'-0 12'T e'-B3a Q�EL,OF TOP OF FINISHED FLOOR 11116- V+ SCALE:1/4'c1'-O' - I FOUNDATION PLAN THIS DIMENSION 19 13' SCALE:1/4°=110° ANGLE 3 X 3 X 18 f AT CORNER PIERS T 3' 7' 11' GAUGE,TVP. 3 Ste' STRUCTURAL DESIGN LOADS: C REINFORCED 10° 1'6' CONC.FLOOR T.O.W.EL 1051 T.O.W.EL 106 21 2,$° ROOF LIVE LOADS(PG): GROUND SNOW LOAD:35 P.S.F. 3 A6®B°O.C.(VERTICAL) CE:1,0 TERRAIN CATEGORY B PARTIALLY EXPOSED REVISIONS �.1 EACH FACE,SEE PLAN AT RIGHT .. e AS 81 18°O.C.EACH FACE(VERTICAL) .,d.: oJ:'q,., CT:1.0 A3 STIRRUPS®tYO.C./(HORIZ.) , . ;d•.pi' " IS:1.0 RISK CATEGORY OF BUILDINGS CATEGORY II A5®12°O.C.EACH (HORIZ.) 0 ROOF DEAD LOADS: 11-A4 EACH WAY WEIGHT OF BUILDING COMPONENTS:25 P.S.F. AB E A O,C.(HORIZ.)EACH 4-.l>ORQ: MEZZANINE FLOOR LOADS TYPICAL FLOOR SLAB: ..�: FACE AND MIDDLE p :::;0;'.0: ''::::0; O. 2�:,;;6;'.tl.;: :;.=4; a.. a::. v a:. CS°:: a. CY°;: 6'CONC.SLAB ON GRADE 1}'... "a :o� +:`: :0: :?: o' 4 :9:`:.' LIVE LOAD 125 LBSF SECTION A-A 0 .o.. q "{':o. REINFORCEDWDED WIRE x Bz p:,.' a' 0:.. ::a' C:..p:.;a. DEAD LOAD 50Lfl/SF SCALE:3/4°=1'•0° W2.9 x W2.9 WELDED WIRE MESH ON a:. ;, 12•COMPACTED GRAVEL,LOCATE :Oo'. ;p•: �:Q. TOTAL LOAD 175 L99F MESH IN MID DEPTH OF SLAB. : a: n WIND LOADS:PER MASS.STATE BUILDING CODE STH EDITION.ASCE-7.05; ANGLES X3X 18 :;d` �.._ WIND SPEED=120 M.P.H. GAUGE,TYP. ^J O EXPOSURE CATEGORY:B ,1•: 3° 'QJt' C::. OCCUPANCY CATEGORY:II J, 1� T.O.S.T09 EL 101'-0' b :a' p: T.O.S.EL 101'•0' b ME72ANINE COLUMN FOOT] ' 1[ '�®�e.�_ 1 3°REINFORCED :(/ °` SCALE:3/4°=1'•0° IMPORTANCE FACTOR:1,0 CONC.FLOOR EARTHQUAKE LOADS: !t}/tad<' IMPORTANCE FACTOR I;1.0 .. ,ltrjiJtr;jrltTyAR d �O «kiY!?' !! SITE CLASS:D p;.;:�.} ADDN.1/4z 1/4x 1/8 .�!•§lt7'r!i?�•A.: ^"0,;. :k'i�d� ,:1<<t'lt7t m 4 f4 ..qY SEISMIC PERFORMANCE CATEGORY:B a DIAGONAL ANGLE (y� .O:' .'t'Ai A{l Jt� w� AtyIZS PITCH BRIDGING,FIELD WELD ¢d0 p: A?yYYiL.!?,,.d?; �O P.;:..0 Q: .A?v!?aJ? 'ni? TO ®1 ,�'x'^' EQUIVALENT LATERAL FORCE PROCEDURE >a .Q. >a ...0: 'a Q.o.:: DRAIN ML W z� 6; z� ;0;•.1.:: 3-AB DOWELS®WO.C. l9t aD Iir yy/tY HOOK 6•..®®® STRUCTURAL STEEL NOTES: DRAWN On 1/4 x 1/4 z 1/8 HORIZ. a Qy 1.ALL STRUCTURAL STEEL TO BE NEW A.S.T.M.A582 GRADE 50 WITH FV=50 ANGLE BRIDGING, a a ol',.' A5 DOWELS®18.O.C. -� �_ :p:": -;9c": CHECKED MPF SECTION B-B FIELD WELD p: EACH FACE((VVEERTICAL) �Z ,:qY pjp .,. Z.tiJ KSI. SCALE:3/451'•0° di d:' LAP MIN.2a'TYPX IAL dm ,?'!UO:4;.. =j '� '$'. '- _.mod® 2.ALL FIELD CONNECTIONS TO BE MADE WITH 3/4'DIAMETER HIGH SCALE AS NOTED STRENGTH A325 BOLTS AND HARDENED STEEL WASHERS. DATE MAY 2B,2013 - 3.ALL STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE (�Pro p 2-A5 BARS AT EACH�1C'^''�;��, TITLE END OF OPENING, ATEST AA.S.C.SPECIFICATIONS. h': SAWCUT JOINT 10 WIDE X : TYPICAL- 4.ALL STRUCTURAL STEEL TO RECEIVE ONE SHOP COAT OF STANDARD FOUNDATION& 1/J THICKNESS OF SLAB GRAY PAINT. FRAMING PLANS NOTE: ®12°O.C.EACH WAY ..:.0! 5.STRUCTURAL STEEL TUBE COLUMNS ARE TO BE A.S.T.M.A600 GRADE B O' �. :... .�F.,:G.':..a.•:'+' FILL JOINT W/SEALANT d .,d 2 i5 CONT. WITH FY�e K9. SHEET a: AT EXPOSED SURFACE I II 8.THE WELDING SHALL CONFORM TO THE LATEST EDITION OF A.W.S.AND (, r 10° ` 3-6' t SHALL USE E70%X ELECTRODES BOTH IN THE SHOP AND IN THE FILED. SLAB ON GRADE �� TYPICAL DETAIL AT DOOR :�' 7.THRU PLATE CONNECTIONS ARE WWSE&� L BEAMS TO TUBE CONTROL JOINT DETAIL TYPICAL FOUNDATION WALL DETAIL TYPICAL PIER DETAWyff.FND.WALL SCALE:3/4'=1'-0- COLUMN CONNECTIONS. si SCALE:3/4'e1'-V SCALE:3/4=1'-0• - SCALE:3/4°-l.0 FFF EXISTING FIRE E%TINOUISHER TO ®Copyrlgnt Douglas Senlor0 Asaocletee,Inc.2010 3 4 G REMAIN,TYPICAL FOR(2)EXIST •S = 1• 5 ELEC.IDEVIC S INELECTRIBAY B FROMIRE 5 DOUGLAS SANFORD THIS PANEL ASSOCIATES INC. 22 CLAY HILL DRIVE NEW WALL ON TOP OF EXISTING 4 5/e° 7'-8" PLYMOUTH,MA 02380 FOUNDATION,TYPICAL (508)747-4300 A - OFI y +.�::4.t%t:£Y�.!y�•. ':Sy'.�5�'ti'.sf s�:y" m 3°x 7° 2)LAMP TS SU PACE MTD.2'X4' ;r,...,t,�;rr:. ,:c;.�;.;;, 't til` FLUORESCENT FIXTURE W/ VLFtlL1EE�l'< shy V Yi:1Y,'c:;A! Yi:.v,2. f C''r7 ar`ri. 34"HIGHCOUNTER- ELEC.BASEBOARD HEAT ;q:r;c:r,..�r; '.?:c•r,+^: PRISMATIC LENS. TOP W/ADA SINK BV ELECTRICIAN New woMew I IIt i NEW SMOKE DETECTOR �� t'rY 4�ti: ELEC.BASEBOARD HEAT �� COMPATIBLE W/EXISTING SYSTEMr:t``.r%c'::• r.4�;,.:- BY ELECTRICIAN ..`.ti't`.Y••,t?� -:f :�Lt!.`.?":cts.?tr`i'`:t#" FRAME CEILING W/DIETRICH FLOOR ,<' ._Y `M1:: :rY,l:; „!!..:?ELrE1�L41�N. :-, ;,Ic:,,.-•.,,..^:.E;:!�'i<.:�,. BATT NSU TDJ18 AND O.C., Y ALL y't.y.J.....:,ti.�,}.S,�t; NEW PARTITIONS,TYPICAL ':`Ftis;yj£Yt."r'%t.`;'�;[ rY, .yY�•, :._�.';' :iy.:r4t:;r�"�Yi': GATT INSULATIONAN012°DRVW `:hyc.";y,!:, .yi:.i.:;t:: FIWN ALLHUNG TYPICAL NEW OFFICE :c+Y�,.Y' 1rY'x' ��is 3y!,:.•'_ y:�; .i„",cv,'i tii. ,I P FLANGE g PLACE EXISTIFLOOR,MOVE ANGWASTE MOVE REO'D. STUBBED COMBINATION AOOM EXHAUST AND NEW MEN LIGHT PER CODE,VENT THRU SIDEWALL, THRU I FOR NEW FIXTURES FLASH PROPERLY,TYPICAL 17 3°x7° a::!n rt:?n::r: `.'>^!>^pi•a:i:iw^:h^: FOR(2) 'I H NEW EXIT SIGN W/EMERGENCY LIGHT,TYPICAL FOR(3) INSTALL PLYWOOD ON CEILING JOIST OF TOILET ROOM,PROVIDE N ELEC.HWH WITH PAN,TYPICAL FOR (2)TOILET ROOMS EXISTING ELECTRIC PANEL,WIRE cn EXISTING SMOKE DETECTOR TO CONSTRUCTION NOTES: ELEC.DEVICES IN BAY C FROM - Z REMAIN,TYPICAL THIS PANEL •NEW PARTITIONS SHALL BE CONSTRUCTED USING DIETRICH ^ O —PROV DE 12SOVPSUMIBOAARD ON E CHSIDE OF WALLVE THE __ I (MOISTURE RESISTANT IN TOILET ROOM).WITH R71 GATT a ----- INSULATION. PROVIDE FIRE TREATED WOOD BLOCKING FOR FASTENING w ALL TOILET FIXTURES AND ACCESSORIES. •ALL NEW PARTITIONS AND EXISTING PARTITIONS THAT HAVE W E70¢TINc r1PEN RaeGe BEEN MODIFIED SHALL BE PRIMED AND FINISH PAINTED WITH elnsnul:OPFN'SPACe WHITE EGGSHELL ACRYLIC. B C •NEW DOORS SHALL BE 1 3/4"WOOD AND RECEIVE 2 COATS OF CLEAR POLYURETHANE FINISH,DOOR FRAMES SHALL BE HOLLOW METAL AND RECEIVE 2 FINISH COATS OF ALKYD BASED SATIN ENAMEL,COLOR TO MATCH WALLS.PROVIDE ALL HARDWARE(FINISH US28D)INCLUDING BEST LOCK ADA EXISTING CONSTRUCTION TO EXISTING LIGHTING AND SWITCHING LEVER HANDLES(PRIVACY SET AND CLOSER AT TOILET REMAIN,TYPICAL \� IN MAIN SPACE TO REMAIN I ROOMS). •PROVIDE NEW VINYL BASE AT OFFICE AND TOILET ROOMS. BASE TO BE JOHNSONITE 4"VINYL COVE BASE,A80"THICK, 't COLOR8-O 4REY. t� •IN NEW TOILET ROOMS AND OFFICE PROVIDE 118'X 12"X _ Q 12"IMPERIAL MODERN EXCELON,PEWTER#51808 AS PER ARMSTRONG WORLD INDUSTRIES INC.ADHESIVE TO BE T #S-750 AS PER ARMSTRONG WORLD INDUSTRIES INC.TILE W N REDUCERS,ACCENT STRIPS AND OTHER RELATED ACCESSORIES SHALL BE VINYL AND SHALL BE PROVIDED AT C Z JOINT BETWEEN CONCRETE AND VINYL TILE.INSTALLATION c 4 OF ALL FLOORING SHALL BE IN STRICT ACCORDANCE WITH Q MANUFACTURERS RECOMMENDATIONS. tea = EX U. W C _ _ c acjz LL r � CEILING PLAN FLOOR PLAN W a =_ = z O Zui co C � TOILET ROOM NOTES: GRAB BAR STRUCTURAL STRENGTH: TOILET ROOM SIGNAGE NOTES: - Q 1.GRAB BARS SHALL BE MOUNTED 33"TO 38"ABOVE FLOOR.BARS SHALL STRUCTURAL STRENGTH OF GRAB BARS,SHOWER •AT EACH TOILET ROM THERE SHALL BE A PERMANENT SIGN _ STATE BUILDING CODE,SEVENTH EDITION BE 1 1/4°IN OUTSIDE DIAMETER X V-S°LONG AND HAVE A 1 12"CLEARANCE SEATS,FASTENERS AND MOUNTING DEVICES SHALL BE INSTALLED CONFORMING TO ARCHITECTURAL ACCESS BOARD A BETWEEN THE BAR AND WALL(2)STAINLESS STEEL BARS THAT ARE AS FOLLOWS: 1 AND ADA REQUIREMENTS. ACID-ETCHED OR ROUGHENED ARE REQUIRED IN EACH TOILET ROOM. A.BENDING STRESS INIA GRAB BAR OR SEAT INDUCED •SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE 760 CMR MIX),REPAIR ALTERATION,ADDITION,AND CHANGE OF USE OF EXISTING SECURELY FASTEN TO BLOCKING TO ACCOMMODATE A 250 POUND LOAD. BV THE MAXIMUM BENDING MOMENT FROM THE LATCH SIDE OF THE DOOR. BUILDINGS SEE PLAN FOR LOCATIONS,THE GRAB BAR SHALL COMPLY WITH THE APPUCATON OF 250 LBS.SHALL BE LESS THAN THE •MOUNTING HEIGHT SHALL BE SO"ABOVE FINISHED FLOOR TO REQUIREMENTS FOR STRUCTURAL STRENGTH. ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB THE CENTERUNE OF THE SIGN, 780 CMR 3404.0 REQUIREMENTS FOR CONTINUATION OF THE SAME USE GROUP OR CHANGE 2.PLUMBING FIXTURES SHALL BE ADA COMPLIANT FIRST QUALITY,NEW BAR OR + •LETTERS AND NUMBERS ON SIGNS SHALL HAVE A KEY PLAN SanfOfd c-NSCdchtES TO A USE GROUP RESULTING IN A CHANGE IN HAZARD INDEX OF ONE OR LESS.EXISTING COMMERCIAL FIXTURES,COLOR WHITE.FITTINGS SHALL BE COMMERCIAL SEAT. + WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1.AND A USE GROUP MODERATE HAZARD STORAGE SI,PROPOSED USE GROUP IS THE SAME,NO QUALITY CHROME PLATED BRASS. B.SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10, CHANGE IN HAZARD INDEX. 3.TOILET SHALL BE 17°TO 191 FROM THE TOP OF THE SEAT TO TIE FLOOR. THE APPLICATION OF 250 LBS.SHALL BE LESS THAN THE •CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL BE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY 8004.3 NEW BUILDING SYSTEMS:ANY NEW BUILDING SYSTEM OR PORTION THEREOF SHALL OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, GRAB BAR OR SEAT.IPTHE CONNECTION BETWEEN ARE TO BE READ. 7° 8'-0'CLEAR REVISIONS C04.3 NEW BUILDING SYSTEMS: NEW CONSTRUCTION TO SYSTEM LESTE%IONTHEREOF SHALL PRACTICAL PINCHING,OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO THE •THE MINIMUM HEIGHT OF SUSPENDED OR OVERHEAD FORACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB.CONTROLS FOR GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR CHARACTERS IS THREE INCHES(3"=76MM)AND IS MEASURED HOWEVER,INDIVIDUAL COMPONENTS OF AN EXISTING BUILDING SYSTEM MAY BE REPAIRED FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF WATER CLOSET OTHER SUPPORTS IS CONSIDERED TO BE FULLY USING AN UPPER CASE X. 1'-D"L 3-5" OR REPLACED WITHOUT REQUIRING THAT SYSTEM TO COMPLY FULLY WITH THE CODE FOR NO MORE THAN 44 INCHES ABOVE THE FLOOR. RESTRAINED, I •LOWER CASE CHARACTERS ARE PERMITTED. 8" TO TOILET PAPER DISP. NEW CONSTRUCTION UNLESS SPECIFICALLY REQUIRED BY 780 CMR 3408. 4.LAVARY SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL •RAISED AND BRAILLED CHARACTERS AND PICTORIAL SYMBOL INCHES ABOVE THE FINISH FLOOR AND SHALL ALSO EXTEND A MINIMUM OF BE TOTALED FOR THE COMBINED SHEAR STRESS, SIGNS SHALL COMPLY WITH THE FOLLOWING:LETTERS AND 3404.5 NUMBER OF MEANS OF EGRESS:EVERY FLOOR OR STORY SHALL PROVIDE AT LEAST 17 INCHES FROM THE WALL TO THE FRONT OF THE SINK OR COUNTER. WHICH I NUMERALS SHALL BE RAISED ONE THIRTY-SECOND OF AN INCH b THE NUMBER OF MEANS OF EGRESS AS REQUIRED BY 780 CMR 3400.4 AND WHICH ARE KNEE CLEARANCE SHALL BE PROVIDED UNDERNEATH THE SINK WHICH IS 27 SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. (1/32"=0.8MM),UPPER CASE,SANS SERIF OR SIMPLE SERIF ACCEPTABLE TO THE BUILDING OFFICIAL. INCHES MINIMUM FROM THE FLOOR TO THE UNDERSIDE OF THE SINK AND C.SHEAR FORCE INDUCED IN A FASTENER OR 'TYPE. COAT HOOK OCCUPANT LOAD FOR AMR IS 20 PERSONS(2.000 S.F./1DO S.F.PER PERSON=20 EXTENDS B INCHES MINIMUM MEASURED FROM THE FRONT EDGE MOUNTING DEVICE FROM THE APPLICATION OF 250 LBS. •LETTERS AND/OR NUMERALS SHALL BE ACCOMPANIED WITH PERSONS,TABLE 1008.1.2).MINIMUM NUMBER OF EXITS REQUIRED IS(2)(PER TABLE 1010.2), UNDERNEATH THE SINK BACK TOWARDS THE WALL;IF A MINIMUM OF 8 SHALL BE I GRADE 2 BRAILLE. - j ACTUAL NUMBER 2 OR MORE. INCHES OF TOE CLEARANCE IS PROVIDED,A MAXIMUM OF 8 INCHES TH OF THE LESS AN THE ALLOWABLE LATERAL LOAD OF EITHER •RAISED CHARACTERS SHALL BE AT LEAST 1,32 OF AN INCH GRAB BAR,TYPICAL V 48 INCHES OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY THE FASTENER OR MOUNTING DEVICE OR THE HIGH,BUT NO HIGHER THAN TWO INCHES. 8406.8 CAPACITY OF EXITS:ALL REQUIRED MEANS OF EGRESS SHALL COMPLY WITH 780 CMR EXTEND INTO THE TOE SPACE.SEE FIG,30H.SINK DEPTH SHALL NOT SUPPORTING {' •PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT bi FLOOR TO BE VINYL TILE W/ W EXCEED SIX AND W INCHES.SINK TRAPS AND DRAINS SHALL BE LOCATED STRUCTURE,WHICHEVER IS THE SMALLER ALLOWABLE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE VINYL BASE,WALLS TO BE Q ®8® 6 10.D0.EXISTING MEANS OF EGRESS MAY BE USED TO CONTRIBUTE TO THE TOTAL CAPACITY AS CLOSE TO REAR WALLS AS POSSIBLE.HOT WATER AND DRAINPIPES LOAD. I PICTOGRAM.THE BORDER DIMENSION OF THE PICTOGRAM PAINTED GYPSIM BOARD Q N REQUIREMENT BASED ON THE UNIT EGRESS WIDTHS OF 780 CMR 10.00. EXPOSED UNDER SINKS SHALL BE RECESSED,INSULATED,OR GUARDED, D.TENSILE FORCE INDUCED IN A FASTENER BY DIRECT SHALL BE SIX INCHES(8"=152MM)MINIMUM IN HEIGHT. (' OR EGRESS CAPACITY OF DOOR:20 PERSONS X 0.20°PER PERSON FOR DOORS= THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS. TENSION FORCE OF 250 LBS.PLUS THE MAXIMUM •FINISH AND CONTRAST THE CHARACTERS AND BACKGROUND C P"D 4.0 WIDE ACTUAL WIDTH:38"PER TABLE 1005.1 FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE MOMENT FROM THE APPLICATION OF 250 LSS,SHALL BE OF SIGNS SHALL BE EGGSHELL,MATTE,OR OTHER NON-GLARE ( ) TIGHT GRASPING,PINCHING,OF TWISTING OF THE WRIST. LESS THAN THE ALLOWABLE WITHDRAWAL LOAD FINISH.CHARACTERS AND SYMBOLS SHALL CONTRAST WITH 3404.7 IXR SIGNS AND LIGHTS:EXIT SIGNS AND LIGHTING SHALL BE PROVIDED IN LEVER-OPERATED,PUSH-TYPE,TOUCH-TYPE,OR ELECTRONICALLY BETWEEN THE FASTENER AND THE SUPPORTING THEIR BACKGROUND:EITHER UGHT CHARACTERS ON A DARK PAPER TOWEL DISPENSER 1+/ ACCORDANCE WITH 780 CMR 10.0. CONTROLLED MECHANISMS ARE ACCEPTABLE DESIGNS.IF SELF-CLOSING STRUCTURE BACKGROUND OR DARK CHARACTERS ON A LIGHT VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST TEN E.GRAB BARS SHALL NOT OT ROTATE WITHIN THEIR BACKGROUND. •SYMBOLS OF ACCESSIBILITY:THE TOILET MIRROR 18'X 24" 840/.8 MEANS OF EGRESS LIGHTING:MEANS OF EGRESS LIGHTING SHALL BE PROVIDED IN SECONDS. FITTINGS. I ROOM SGNS SHALL USE THE INTERNATIONAL SYMBOL OF LT F ACCORDANCE WITH 7B0 CMR 10.00. 5.THE TOP OF ANY SHELF AND OR BOTTOM OF ANY MIRROR THAT IS ACCESSIBILITY. REFLECTING ABOVE A SINK SHALL BE SET WITH THE BOTTOM EDGE OF THE ' REFLECTING SURFACE NO HIGHER THAN 40 INCHES ABOVE THE FINISH ---'''III���O DK6 BD2.3 TYPES 3 CONSTRUCTION:EXISTING BUILDING'IS TYPE 3B CONSTRUCTION. FLOOR. �I J DRAWN 8.TOILET PAPER DISPENSERS SHALL BE LOCATED ON THE SIDE WALL N II} CHECKED DKS CLOSESTTOTHE WATERCLOSET.THE CENTERUNE OF THE ROLL SHALL BE I ul,tor I To.et 1 Tewel 1 0r I u.lnel SET AT A MINIMUM HEIGHT OF 24 INCHES ABOVE THE FLOOR.DISPENSERS _�—,—/—i / Yam/ THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER SCALE FLOW ARE NOT ALLOWED. I ' DATE FEB.27,2010 7.THE PAPER TOWEL DISPENSER SHALL BE MOUNTED WITH THE TOWEL FI.n I mime, IF THE CONTRACTOR IDENTIFIES ANY CENTERLINE 4Y ABOVE TIE FLOOR.SEE FIGURE 30I. 'i' -�i �-Oo rel '• / n SIGN TITLE 8.A COAT HOOK SHALL BE PROVIDED AT A MAXIMUM HEIGHT OF 54INCHES t �- PLANS AND CONFLICTS IN THESE DRAWINGS OR 1 r �. ABOVE THE FLOOR. DETAILS ENCOUNTERS CONDITIONS IN THE FIELD B.INSTALLATION OF ALL FIXTURES,FITTINGS AND ACCESSORIES SHALL ,i E�w E" m -�_ L��?' � 8°STUDS(➢18"O.C. THAT REQUIRE ADJUSTMENT TO THESE CONFORM TO THE STATE ARCHITECTURAL BARRIERS REGULATIONS.IF .,>4 - aSS THERE ARE ANY QUESTIONS,REQUEST CLARIFICATION FROM THE O e- DRAWINGS,HE SMALL NOTIFY TIE ARCHITECT. �E I j yp- SHEET ARCHITECT IMMEDIATELY AND WAR FOR 10.PLUMBER TO PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE I _I INTALLA71ON OF THE NEW TOILET ROOMS INCLUDING FIXTURES,FITTINGS, I. DIRECTION BEFORE PROCEEDING WITH 11 �'.�� TYPICAL TOILET ROOM PLAN THE WORK. HOT WATER HEATER,DRAIN PAN,SUPPLY AND WASTE PIPING,AND VENTS. 1 DIFFenFer Elerettene y--/I i�i SCALE:12°=1'-W ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE PLUMBING CODE. Fipun 001 4• } e_ 203 14f Si ElovetlOn. A- FlSuro 000 , GENERAL NOTES 4 I. PROPERTY LINE INFORMATION WAS COMP I LED FROM AVAILABLE PLANS AND DEEDS OF RECORD AND DOES NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. e m 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS + SET. SEE SITE PLAN. 3. ALL CONSTRUCTION METHODS AND MA TER/AL S AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL 0 S /// w� &ARNSTABLE 4p J L CONFORM TO MASS. D.E,P. TITLE 5 AND LOCAL MUNICIPAL a4 BOARD OF HEALTH REGULATIONS. AIRPORT ; 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR w APPROVED EQUAL. 9oG yQ 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL LOCUS MAP PERMITS, VARIANCES ETC. FOR THIS PROJECT. 80 C8/DH FM o EL°99.98 �} J 6. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY `\ TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. ~ cy4/"�," ASSESSORS MAP 344, PARCEL 32 EX 1ST I NO ARBOR I TAE HEDGE IV OWNER OF RECORD: ROSARY LANE TRUST l EF�/CF 7. ALL RUNOFF FROM IMPERVIOUS AREAS IS TO BE y�����•0/ / k ARTHUR V COTE JR TR CONTAINED ON THE LOT. 06 92 CROSS STREET 8. EXTERIOR LIGHTING WILL BE ATTACHED TO THE 77 4n MARSHF I ELD, MA 02050 BUILDING. r,_ \ / 7 ti �1 508-364-507J \ ZONING DISTRICT: B. BUSINESS + MIN LOT SIZE: - SPA��s M1 N FRONTAGE: 20 ' ` po, �\ A41N WIDTH: - 30p pROPpS 'S' BUILDING SETBACKS: FRONT-20 `�\ \ O SF Wi op BU/4��1-1�\ e / S 1 DE'O \ Xfsr/"� Tpp O SF G\ REAR-0 ' t� P S `o" �1 A� � M O \\\ + Eo PARK/ AReA + / -4S.1,01 0 `r'?: 141V/NE % BUILDING COVERAGE: - I , y________ _ ___--- O y k 4 GROUND WATER OVERLAY DISTRICT: GP 50% SITE COVERAGE MAX £XASTI tEA PgaP 30% NATURAL AREA MIN CN P PITS os \ a = l ~� ` � fD EXISTING ARBORVITAE HEDGE �/ \\ EXISTING , I M10 \ APgON� b . `\ l CATCH BASIN I Q �` SEPTIC CAL CUL A T I ON: PARKING CALCULATIONS : O � �' \ \\ � / + DESIGN FLOW: 6000 SF WAREHOUSING USE. PER BUILDING CODE: REQUIRED: INDUSTRIAL USE: I SPACE / 1.3 EMPLOYEES I OCCUPANT/500 SF - 12 PEOPLE 20 EMPLOYEES / 1.3 - 16 SPACES 1000 GALLON LEACH PIT a WITH 3' STONE AROUND \ AMBULANCE SERVICE - 8 PEOPLE kE'Z AR TOTAL - 20 PEOPLE TOTAL PARKING SPACES PROVIDED - I PAVED SPACES GRA \\ l / 4 \\ FA l�y PER TITLE 5. WAREHOUSE SPACE 5 GRAVEL SPACE • // �// / �` + © .; Io \ WITHOUT CAFETERIA - 15 GPD/PERSON /6 TOTAL SPACES DUMPSTER \ 20 PEOPLE x l5 GPD\PERSON - 300 GPD SEPTIC TANK.REOU4RED: AREA CALCULATIONS\ / / o •,`� / 300 G.P.D. X 200% 600 GAL. TOTAL LOT AREA 43./ Q + �` 1 � ti SEPTIC TANK PROVIDED. I500 GAL. M/N. 94St S,F, - l.O i ACRES X _ / STjNG B \ 1 �w o `{00 0140 O EXISTING \� ` ..` ? � SOIL ABSORPTION SYSTEM REQUIRED: EXIST A PROP BLDG AREA - 7,000t S.F, - I5.9x OF SITE ? NG `LEACHING SYSTEM \ s PROPOSED DESIGN PERC RATE ! 5 MIN/INCH EXIST & PROP PAVED AREA - IJ.482t S.F, - 30.7x OF SITE SO PARKING SPACE IL TEXTUR L CLASS - i TOTAL IMPERVIOUS AREA 20.482t S.F. - 46.6% OF SITE oHw I o X 20' EFFLUENT L 0 D i NO RATE - 0.74 GPD/SF `.. , �\ h 300 GPD / O 74 GPD/SF - 406 S.F. REQUIRED REMAINING GRAVEL AREA - 9.680t S.F. - 22.0% OF SITE 6• /�� \+ b PROVIDED: 2 500 GAL LEACHING CHAMBERS REMAINING NATURAL AREA - 13. 783t S.F, - 31.4x OF SITE / t I 6'y0 �{ _ �'RASS� CLEANOUT / �\ \ j W/4' STONE AROUND. A-47/ S.F. \sra�jj 4,o EXISTING \\ �.• l SEPTIC;TANK I # CATCH BASIN RIM • 94.43 so 1 1 8- ,yo 1 r 1 + 1 t r CA` c*I RAS^ \ 1 1 1 + H 1 ! 1 r + 1 1 RIA� at,-48It S l T E PLAN OF L A N D l 8 ROSARY LANE BARNS TABLE ( HYANNl S ) M,ta , PREPARED FOR : COTE )= l S H R LEGEND � I � S i h AR THUR V CO TE . ,JR TR . 4) �,b ° ■ CONCRETE BOUND FOUND c 'b WATER GATE 92 CROSS STREET . MARSHP I ELD MA 02050 Q BM C8/DH FAD 4 HYDRANT!NE SCALE : 1 " — 20 ' AUGUST 22 , 2012 EL-96.06 � / ��•'''�• �/ Q I GAS GATE GAS LINE EAGLE SURVEY E I --G N G , I NC 0 SEWER MANHOLE 923 Route f A —S SEWER LINE / ' . go CATCH BASIN // � f 4 �-�` Yarmouthport , MA . 02675 _----o- UTILITY POLE W/ GUY WIRE �;,���I��� ( 508 ) 362-8 1 32 OHW OVER HEAD WIRES ( 508 ) 432--5333 --T— UNDERGROUND TELEPHONE L INE "z +40.4 EXISTING SPOT ELEVATION REVISED: SEPTEMBER 24. 2012 —/OO__ EXISTING CONTOUR REVISED: OCTOBER 9. 2012 40.40 PROPOSED SPOT ELEVATION ° rTl�a ' PROPOSED CONTOUR 0 /0 20 4Q JOB NO: 98- I OOA FIELD: CFW/EEK CAL C: CFW/SAH CHECK: CFW DRN: SAH