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Home My WebLink About2331 MEETINGHOUSE WAY/RTE 149 1 /// IsmEA® No. 53LOR UPC 12543 smead.com • Made In USA �.wwiyti .�, r ;. :. - - i:rrw+/�.�...H!es""s..Fwre►� L .�'�1M. I4 q. _ .._��. . .. ... .-.� :.•..'... .. - ..� .'' '. � ...•ice � ' I, E r. 4 J r p � o,nS � w i FMAL AFMAVIT To the Building Commissioner: I hereby certify that 1,or my authorized representative,have observed the work in accordance with CMR 780 State Building Code Section 116.0 associated with the construction of: Old Selectman's Building Replacement of Foundation and to the best of my knowledge,information and belief the work has been done in accordance with the permit and plans approved by the Building Department and with the provisions of the Massachusetts State Building Code and all.other pertinent laws and ordinances. Craig E. Barnes,P.E..SECB aF Structural Engineer,MA#39888 oy CBI Consulting Inc. Company 250 Dorchester Avenue,Boston!MA 02127 P�. (617)268-8977 Pate:J ly 10,2013 When personally appeared the above named Craig E.Barnes,P.E.,SECB,and acknowledged the fore d strument to be his/her free act and deed,before me. N, :4 R v Itotary Public. a i _ My Commission Expiresto list r 01SIA1® OW-14-9 FerW Affi6vi 01-10-13&C Z 9 :6 �l� ZZ 111i �t1 FINAL AFFIDAVIT To the Building Commissioner: ,I hereby certify that I, or my authorized-representative,have observed the work in -accordance with CMR. 78.0 State Building,Code Section 116.0 associated With the .construction ok .Old'Seldctnian's Building Replacement of Foundation a.ion and to the best of my knowledge, information and belief the work has been done in accordance with the permit.and,plans'approved by the Building'Department and with.the pi0visions of the;Massachusetts.State Building Code and.alLother pertinent.laws and ordinances. 01"OF 414S-S W4yne R.Iawsom P.E.; SEQB 8tructuraf Engineer,.MA#35102 WAYNE o tAWS0 STRUCTURAL W CBI ConsultingInc.- o &NO.35162 Com pany INV A L 250 Dor6hesterAVenue,Boston,M.A.D2127 (617),268-89.77 ate:July 16,1013 Theri.personally appeared the above named Wayne R.Iaws6n,PE., SECB1,.and acknowledged the fdregoing iiistfUmen,t to be his/her,,free Act and deed,before.me, J�uz �,-' Nq' jary Ptiblio;- My Commission Expires 111110isiffla C M 4S . , ZZ 1111, Elaz X .690347,13 FinW Affiddvi _10- 1A. HV2 A N1401 GARCIA• GALUSKA • DESOUSA Consulting Engineers Inc. ELECTRICAL FINAL AFFIDAVIT i Pursuant to section 107.6 of the Massachusetts State Building Code I certify that 1, or my authorized representatives, .have periodically reviewed during construction the work associated with the Electrical portions of the project indicated below and that to the best of my knowledge, information, and belief, the work has been done in conformance with the permit and the plans approved by the local Building Department as modified by change order and in accordance with the Massachusetts State Building Code and all other pertinent laws and ordinances. This affidavit is subject to the completion by the Contractor of all Punch List items. Project Title: Structural Repairs to the Old Selectmen's Building Project Location: 2331 Meetinghouse Way, MA Carlos G. DeSousa, P.E. #41003 Architect or Engineer-Massachusetts Registration No. - ��'4` a� CAR1.O yG66 Garcia, Galuska, DeSousa, Inc. o ICA CACompany " .41 I 370 Faunce Corner Road, Dartmouth, MA 02747 Address and Subscribed and sworn to before me this day of 2013. Notary Public & MARSM A. AGUTAR Noiary Public Commonwearth of Massachusetts My Commission Expires ... N1UISIA10 April 10,2020 9 l :6 R Z Z 1111 1101 31GViSP TVQ 310 N140i TEL 508-998-5700 FAX 508-998-0883 email:info@g-g-d.com i GARCIA•GALUSKA• DESOUSA Consulting Engineers Inc. PLUMBING FINAL AFFIDAVIT Pursuant to section 107.6 of the Massachusetts State Building Code I certify that I, or my authorized representatives, have periodically reviewed during construction the work associated with the Plumbing portions of the project indicated below and that to the best of my knowledge, information, and belief, the work has been done in conformance with the permit and the plans approved by the local Building Department as modified by change order and in accordance with the Massachusetts State Building Code and all other pertinent laws and ordinances. This affidavit is subject to the completion by the Contractor of all Punch List items. Project Title: Structural Repairs to the Old Selectmen's Building Project Location: 2331 Meetinghouse Way, MA OF Christopher M. Garcia, P.E. #45034 ' Architect or Engineer-Massachusetts Registration No. Garcia, Galuska, DeSousa, Inc. 9 .� �A Company i I 3.70 Faunce Corner Road, Dartmouth, MA 02747 Registration Stamp Address and Signature Subscribed and sworn to before me this o.L�h day of UJIL, 2013. i Notary Public MARSHA A. AGUTAR Notary Public NOISIA10 Commonwealth of Massachusetts My Commission Expires April 10,-2020 r� 7 7 �g�y 7 7 1 :6 1'14 GG 1Y 00Z TEL 508-998-5700 FAX 508-998-0883 email:info@g-g-d.com iGARCIA• GALUSKA• DESOUSA Consulting Engineers Inc. HVAC FINAL AFFIDAVIT Pursuant to section 107.6 of the Massachusetts State Building Code I certify that I, or my authorized representatives, have periodically reviewed during construction the work associated with the HVAC portions of the project indicated below and that to the best of my knowledge, information, and belief, the work has been done in conformance with the permit and the plans approved by the local Building Department as modified by change order and in accordance with the Massachusetts State Building Code and all other pertinent laws and ordinances. This affidavit is subject to the completion by the Contractor of all Punch List items. Project Title: Structural Repairs to the Old Selectmen's Building Project Location: 2331 Meetinghouse Way,MA OF Dominick B. Pumello RE CEM LEED AP #48326 Architect or Engineer-Massachusetts Registration No. ILL 4M Garcia, Galuska, DeSousa, Inc. oIST� Company AL 370 Faunce Corner Road, Dartmouth, MA 02747 Registration Stamp Address and Signature Subscribed and sworn to before me this day of 2013. Notary Public MARSHA A. AGUTAR Notary Public 1401SIAla Commonwealth of Massachusetts - - -- My Commission Expires April 10,2= 9 ? :6 [IV Z Z lei' £luZ 312visUvla �0 Nmoi TEL 508-998-5700 FAX 508-998-0883 email:info@g-g-d.com r., 1ADocument G704TM — 2000 :.,,Certificate of Substantial Completion r'�tOJECT: „.4 PROJECT NUMBER:09034-B/ OWNER: ,,.. .� e and GdEirirss) CONTRACT FOR:Structural Repairs ARCHITECT: +St%uctural 1 f A at g18`,Sejectmen's CONTRACT DATE:January 16,2013 -Building CMTMCT R: ` 233:1 Meetiii, usp.:. .4y!: 4.Nest Be't4isteb7 MA ` FIELD: TO CONTRACTOR: OTHER:❑ (Name and address) ';' "Towiiofi 'atinstlible: Nadeau Corporation ==800itc)eti 727 Washington St. Hyauinis;MA 02601 So.Attleboro,MA 0270.3 GYM)yt.. APRQ;tCTOR;PORTIQiI`,OF THE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE:_ ;Bntire'i'i8eet .: :=' TheIV'�c perfortncd;uii0er this Contract has been reviewed and found,to the Architects best:lowwledge;ialiyrutation and:belief,. to lie ubstenbally complete:Substantial Complobti.is the stage in the progress of tine Work when the 1Vork or.designated portion R7 �.- :is sitfi5cidjtl coiiipl`ete in accordance with the Contract Documents so that the Owner can occupy of utilize'.the Work for its r;.,,.•.,fs intended��se;7'lie•date.of;Sulistadtial Compidibn of the Projector portion designated above is the date of issuance established by this.: et t5'catt;whib2'is;als;'* i date of commencement of applicable warranties required by the Contract't7ocurrients,except as stagd Below: w rranty Date of Commenpernent. CBI Consulan ';Inc 06/27/.13. ARCHITECT.::. •:<: . 8Y DATE OF ISSUANCE A list:of ifeisis.to be completed:dd;�rrected:is attached hereto.Tire failu a to include any items on such list does not alter the i espon ] y of the Contractor'iq,'ooa►plW all Work in aceordance•witli=he Contract Documents.Unless otherwise agreed to in writing;tfi 'daie of coriiinenceriierit df•=warranties for items on the attached:list will be the dote of issuance of the final Certificate of PaS' t or the date of final•payment Coat.estimate cf Woikaftatas incomplete or defedve- 00 As-Builts Site Restoration $2,000.00 Demobilization.' $1,000.00 The Contractor will complete or correct the Work on el t of s within ninety(90)days from the above date.of Substantial Completion. :Nadeau Corp x9ion CONTRACTOR:." BYPF VDATE `The Owner accepts the Work or designated portion as substantially soinplete and will assume full possession at 3:00(time)on 06-27-13(date). f l Town of Barnstable OWNER RATE j AIA Document 0704-—2000.Copyrlgtit C 1963,1978,1992 and 2000 by The AmeiS¢an Inetltute.CfArchitacts.All.rights reserved.WARNNG:I This ALA! Document is protected by U.S.Copyright Law.and International Trestles.Unautho.tL ed.reproduotion or distribution ofthis A. AocrirneM,or any portion of It,may result In severe civil and criminal penalties,end will be prosecuted to the rnazimum extent.poselble under the tow.th.1 documentwas produced by AIA software at 15:16:48-on 0710312013 under Order No.7744909894_1 wiich.e0res on.0 61t2013,and la not for resale. (813198179) User Notes: 1 i i i t , i r NOISIAla 91 .6 I?V Z Z TIP1101 -3jGVJS�lul'liPo 40 �JMOJ .. %xe The responsibilities of the Owner and Contractorfor security,maintenance,heat,utilities;damage to the Work.and insurance shall be as.8ollows: Y:(lQle..Oi%:er's-and Contractor's legal.andinsurancecouns e IshouOdetermineandreviewinsurmrcerequiraetrrents.analboverdge.) AIA Document 0704TA-2000.Copyright®1963;1978,1992 and 2000 by The Americantnsdtute of•ArcNtscis.All rights reserved.WARNING:'Thls A 10 Document Is protected by U.S.Copyright Low arid Intematidnal.Tmailes.Unauthorized reprodubNon or dfbtrlbution ofthle A10 Document,or arty a .portion of It,may result in severe civG and criminal panattiea,and wRl be prosecuted to the maximum extent possible underthe late.This document was .produced by A1A software at 15:16,48 on 07/03/2013 under Onfer No.7744909694_1 Mfiich expires on 07/31�13.and Is not for resale. WerNotes: (813198179) i InOISIAIG 9 l :6 1TV Z Z 1Rf [I0l 3llauviS U1,11,12 jO NlAo1. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 155 Parcel 0 0 2 Application # 30 1" Health Division Date Issued �J �.`"� 1 Conservation Division Application Fee Q� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Approved _ Preservation / Hyannis Project Street Address 2331 Meetinghouse Way, West Barnstable ' Village Owner Town of Barnstable Address Telephone Permit Request New Foundation Under Existing Building- Square feet: 1 st floor: existing 7 7 0 proposed - 2nd floor: existing _ proposed _ Total new Zoning District RF Flood Plain N/A Groundwater Overlay AP , Project•Waluation M 00 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 124 years Historic bdause: ®Yes ❑ No On Old King's Highway: Z Yes ❑ No Basement Type: ❑ Full ®Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing x new x Half: existing 1 xMEW Ex-' Number of Bedrooms: existing _new , Total Room Count (not including baths): existing new First Floor RooCount .� o ?M W Heat Type and Fuel: ® Gas ❑ Oil ❑ Electric ❑ Other Central Air: El Yes ❑ No Fireplaces: Existing New Existing wood/c. al stove:U Yd"Q❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing O�ew 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# 1 Current Use Gallery Proposed Use No Change -K= APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam e Nadeau Corporation Telephone Number 508-399-6776 Address 727 WashiWtCAI yft eet License # CS 18835 South At tV0114, /4A 02703 Home Improvement Contractor# I Worker's Compensation # 7PJUB-501 8P26-0-1 2 ALL CONSTRUCTI N 11 F SI(IN FROM THIS PROJECT WILL BE TAKEN TO 1 °9 .� � I SIGNATURE ' DATE January 25, 2013 '6-r e �S, A,ad eau_ FOR OFFICIAL USE ONLY APPLICATION t `DATE ISSUED ' MAP/PARCEL NO: ADDRESS VILLAGE OWNER DATE OF INSPECTION: c f� FOUNDATION S"fFle d7o 3 c FRAME INSULATION FIREPLACE �. ELECTRICAL: ROUGH FINAL ' PLUMBING-: ROUGH FINAL GAS: - ROUGH t FINAL ? FINAL BUILDING ® � - .' DATE CLOSED OUT - ASSOCIATION-PLAN NO. .:-Department of Industrial Accideizts Off ce of Invesizgations. 660 Mashington Street. 8ost67;11MA 02111 w w.mass.govIdia Workers' Comp ensation-insurauce Affidavit: Builders/Contractors/Electridans/Plumbers Applicant Information Please Print LesYOIV Name(Business/Organization/IndividuaI): Nadeau c a r n a r a t"i an Address:' .727: Washington Street City/State/Ziy. So. -Attleboro, ..MA 02703 Phone.#: 508-399-67.76 Are you an employer?Check.the appropriate box: -Type of project(required):. 4. I am a general contractor and I 1. I am a employer with.'. 1:3. 0 6. ❑New construction . .employees (full and/oi part-time).'. have hired the shb-contractors 2:❑ I am a"sole proprietor or partner- listed-on the-attached sheet 7. ❑Remodeling ship and have no employees These sub-confractors have •g• ❑Demolition working for in any capacity. employees and have workers' 9 ❑Building addition [NO workers' COmp,insurance. _ comp,instrrance•t - 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions required] di e h offi cers ay .exercse : 3.FT am a homeowner-doing all work• _ their � 11.0 Plumbing repairs or additions , myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no ] . 13.0 Other New foundatio - :employees.[No workers comp.insurance rcquired_] . . .under exist bl g.. *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. lContractors that check this box.must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employers. If the sub-contactors have employees,ibey must providt their wmi=s'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: TrAvlers Insurance Policy#or Self-ins.Lic.# 7PJUB-5 01 8P 6- -1 2 Expiation Date: 1 2/31 /.1 3 Job Site Address: 2331 Meetinghous w City/Statelzip: W.. Barnstable, MA .02601 Attach a copy of the workers'compe ation odic d ar 'o page'(showing the policy number and expiration date). Failure,to secure coverage as required r S on 5 of G c. 152 can lead to the imposition of criminal penalties of a fine vp to$1'500.00 and/or one-year' o e 11 c' penalties in'the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the vi r. B of cop of this statemmit may be forwarded to the Office of Investi ons of the DIA fvr' ce ve e e ' I do hereby certify under the pains andpe ' o r that thi?information provided above is true and correct Si attire:.:._ Date: Ernes J. Nad u . Phone#: 508-399-6 6 ' V., I Offccial use only. Do.not write in th' tea, be completed by,cily.or town official City or,Towa: Permit/License# Issuing Authority,(circle one): J.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone# I�for ua o ` and In 4tu' S Massachusetts General Laws chapter 1=.all employers to provide workers' coiupensatian.for them employees. ,_ Pin-suant to.this.statufe,an employee is ".:.every.person in.the service of.another sunder any contract of hire; s:•.:; _ :. .. . express or implied,oral or wutten An employer.is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more Of the.foregoing engaged:m a joint enterprise,and inchiding the legal representatives of a deceased employer,or-the...- _.......:_.. _. _ � - receiver or tra tee-of an individual,partnership, association or other legal.6utity,employing employees. However the owner of a dwelling house having not more than three apariments 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 applicanf who has not' rodueed•acceptable evidence of compliance with the.insurance coverage required." AdditionaRy,MGL chapter 152, §25C()states"Neither the commonwealth nor any of its political subdivisions sh-all _ enter into any contract for-the performance of public work until-acceptable evidence of con3pliaiice with the insnance requirements of this chapter have been presented'to the contracting airthouty." Applicants Please fill out the workers compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contiactor(s)nun (s),address(es) and phone numbers) 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 pemrit 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 SiLe Address"the applicant should wrife"all-locations in (city or town)."A copy of the affidavit.that has been officially stamped or marked by the city or town maybe 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 ob�,�a license or permit not related fo any business or commercial ventue (Le.a dog license or permit to bum leaves etc.)said persons 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: Chet Cozr maziwaalth Of Massachuso is Dgwtmmt d EaftStrFal Acei& is Office,of luve!�g res - 6GO.Wasbiagton Stet Boston, MA 02111 -`e,1.# 617-727-4904 ext 406 ar 1- MASSAFE 617-727- Revised 1I-22-06 Fax* 4 . WM=6V/6 WWa : .. i � Ad ft VDAC TRAVELERS J WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY. TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (7PJUB-5018P26-0-12) RENEWAL OF (7PJUB-5018P26-0-11 ) INSURER: .TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA 1. NCCI CO CODE: 13579 INSURED: PRODUCER: i NADEAU CORPORATION USI INS SVCS OF RI INC 727 WASHINGTON STREET 5700 POST RD SOUTH ATTLEBORO MA 02703 PO BOX 115 EAST GREENWICH. RI 02818 Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 12-31 -12 to 12-31 -1 3 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA m B. EMPLOYERS LIABILITY INSURANCE:' Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A N- _ P. 7 D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made-ANNUALLY DATE OF ISSUE: 12-26-12 WC ST ASSIGN: MA OFFICE: DIRECT ASSIGNMENT 701 PRODUCER: USI INS SVCS OF RI INC 72YWC 003831 VDAC e TRAVELERSJ� WORKERS. COMPENSATION AND EMPLOYERS LIABILITY POLICY j TYPE AR INFORMATION PAGE WC 00 00 01 ( A) i POLICY NUMBER: (7PJUB-5018P26-0-1 2) CLASSIFICATION SCHEDULE: PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATIONS CODE NO REMUNERATION REMUNERATION PREMIUM j SEE EXTENSION OF INFORMATION PAGE - SCHEDULE(S) SIC-CODE: 1751 .i ------------------------------------------------------------------------------------ STANDARD TOTAL ESTIMATED ANNUAL STANDARD PREMIUM $ 13434 ADJUSTMENT PROGRAM SURCHARGE(ARAP) 3359 PREMIUM DISCOUNT NONE 0900-20 EXPENSE CONSTANT 338 TERRORISM 150 TOTAL ESTIMATED PREMIUM 17281 TAXES AND. SURCHARGES 559 DEPOSIT AMOUNT DUE 17840 f A/R (WCIP) # j Minimum Premium: $ 500 EMPLOYERS LIABILITY MINIMUM: $ 50 ST ASSIGN: MA DATE OF ISSUE: 1 2-26-1 2 WC OFFICE: DIRECT ASSIGNMENT 701 PRODUCER: uSI INS SVCS OF RI INC 72YWC r r national grid March 6, 2013 Attention: Bryan Lauzon Re: 2331 Meetinghouse Way, West Barnstable, MA. This letter is to notify you that the gas service to 2331 Meeetinghouse Way., West Barnstable, MA. has been cut and capped at the valve on 03/06/2013. Regards, iianAeCamara US National Grid Gas Customer Fulfillment i 1 I Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-018835 ERNEST J NA.HIAU 727 WASHMOTOPEStfiU /4 t1 F4;f-V cA S ATTLEBO- MI 02703 y J 1 Expiration 1 Commissioner 01/04/2014 r i I 1 THE bTe Towns of Barrista Regulatory 5ervlces � . Thomas F.':Geiler;Director' Building Division Tom Perry,Building Commissioner. . 200 Main Street.Hyannis,MA 02601 www:town.barnstable ma.us Office:. 508-8624038 Fax: 5087-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder h - 30140 30p,05 {A•l A� Dpw yp/� , as Owner of the subject property . hereby authorize NA5 aA u 66WdeA-:II/6 to act on my behalf, in all matters relative to work authorized by this bbilding permit 5Aa�nrZA LIE Ma :. . (Add-ress of Job) **Pool fences and alarms are the responsrbili t a p ' ant. Pools are not to be filled or utilized before fence is i a d final inspections are performed and accepted... tute o er S' e of Applicant. Print Name Print Name Il ZY/t3 Date Q:FoxMs:OWNERPERMIssrorrPOOLS 62012 o�THE wn r ' o of Bar�istab�e . " Regulatory Services rg Thomas F.Geiler,Director. �A 1639. Building Division rED Mp'i k Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 . www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 :. HOMEOWNER LICENSE EXEMPTION Please Print DATE: ' JOB LOCATION: number - street. village "HOMEOWNER": name home phone# work phone# CURRENT 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 Persons)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 n perso 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 sppervisor." 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 Y, when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed, Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure.that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of.a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:f0rms:hom`=xempt Thj,Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 I The Commonwealth of Massachusetts William Francis Galvin `( Secretary of the Commonwealth,Corporations Division I One Ashburton Place, 17th floor Boston,MA 02108-1512 y9 k ''' Telephone:(617)727-9640 NADEAU CORPORATION, CONSTRUCTION DEVELOPMENT& ENGINEERING Summary Screen Help with this form jRequest a Certificate_ The exact name of the Foreign Corporation: NADEAU CORPORATION, CONSTRUCTION DEVELOPMENT &ENGINEERING Entity Type: Foreign Corporation Identification Number: 042827918 Old Federal Employer Identification Number(Old FEIN): 000111846 Date of Registration in Massachusetts: 10/15/1984 The is organized under the laws of: State:R1 Country: USA on: 04/24/1984 Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day:00/00 The location of its principal office: No. and Street: 376-378 BROADWAY City or Town: PROVIDENCE State:R1 Zip: 02909 Country: USA I The location of its Massachusetts office, if any: No. and Street: City or Town: State: Zip: Country: Name and address of the Registered Agent: Name: ERNEST J.NADEAU,JR. No. and Street: 727 WAS14INGTON ST.,SO. City or Town: ATTLEBORO State: MA Zip: 02703 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 ERNEST J.NADEAU JR. 727 WASHINGTON ST.,SO. ATTLEBORO,MA 02703 USA 727 WASHINGTON ST.,SO. ATTLEBORO,MA 02703 USA TREASURER ERNEST J.NADEAU JR. 727 WASHINGTON ST.,SO. ATTLEBORO,MA 02703 USA 727 WASHINGTON ST.,SO. ATTLEBORO,MA 02703 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 http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 2/1/2013 r The C-ommonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 .ter 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 Mum of Shares Total Par Value Mum of Shares No Stock Information available online. Prior to August 27, 2001, records can be obtained on microfilm. Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent _ 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:`. Amended Foreign Corporations Certificate I= Annual Report Annual Report-Professional Application for Reinstatement Articles of Consolidation-F6—rei4ft and-Domestic I. View-Filings -�� New Search Comments O 2001-2013 Commonwealth of Massachusetts All Rights Reserved Hela http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchS ummary.asp?ReadFromDB=True&... 2/1/2013 The Commonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 1 of 1 � -•• �, The Commonwealth of Massachusetts William Francis Galvin Fri '' Secretary of the Commonwealth, Corporations Division x`I One Ashburton Place, 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640 Public Browse and Search - Entity Results I?� Help with this form 2 Records Matched Your Begins With Search for Last Name: Nadeau, First (Page 1 of Name: Ernest, Middle Name: J 1) Old Identification Identification Individual's Name Position Held Individual's Address EntityName Number Number(Old(FEIN,Trust FEIN,Old ID,etc.) Trust ID, etc.) 727 WASHINGTON ST.,SO. NADEAU ATTLEBORO,MA 02703 USA CORPORATION, NADEAU JR., ERNEST J. PRESIDENT CONSTRUCTION 042827918 000111846 727 WASHINGTON ST.,so. DEVELOPMENT ATTLEBORO,MA 02703 USA &ENGINEERING 727 WASHINGTON ST.,sO. NADEAU ATTLEBORO,MA 02703 USA CORPORATION, NADEAU JR., ERNEST J. TREASURER CONSTRUCTION 042827918 000111846 727 WASHINGTON ST.,so. DEVELOPMENT ATTLEBORO,MA 02703 USA &ENGINEERING -r N6W:Search_.]l ©2001-2013 Commonwealth of Massachusetts All Rights Reserved http://cox.p.sec.state.ma.us/corp/corpsearch/CorpSearchEntityList.asp?ReadFromDB=True&... 2/1/2013 Town of Barnstable Old King's Highway Historic District SUMMARY Wednesday, February 22, 2012 6:30pm To all persons deemed interested or affected by the Town of Barnstable's Old King's Highway Historic District Act under Section 9 of Chapter 470, Acts of 1973 as amended. You are hereby notified that a hearing was held on the following application: CONTINUED APPLICATIONS Town of Barnstable/DPW 2331 Meetinghouse Way,-Barnstable;Map-155;Parcel 002� Old-Selectmen's_Building Demolish Existing Fou6dation, Construct New Frost Wall Foundation & Concrete Piers, Regrading, Install Drywells, New Stoop, Sidewalk, ADA Signage (Continued February 08, 2012) Application continued to February 22, 2012 for new stoop, sidewalk, ADA Signage and Alternate options for pavers ***Certificate of Appropriateness Approved as Amended*** NEW APPLICATIONS Parker, Susan, 395 Willow Street, W. Barnstable, Map 131, Parcel 017 Install Skylight ***Certificate of Appropriateness Approved as Submitted*** Burger, Loren & Katherine, 91 Allyn Lane, Barnstable, Map 258, Parcel 074 Window & Slider Alterations, Construct Small Roof over 1st Floor Slider ***Certificate of Appropriateness Approved as Submitted*** Bickford, Alison & Revere, Avery, 129 Rendezvous Lane, Barnstable, Map 279, Parcel 030 Replace 10' x 18' Shed ***Application Withdrawn 2110/2012*** Messer, Richard & Sandra, 40 High Street, W. Barnstable, Map 133, Parcel 028-002 New Front Dormer, Replace Sunroom & Deck ***Certipcate of Appropriateness Continued to March 14, 2012*** These hearings were held in the Community Building, 2377 Meetinghouse Way (Route 149), West Barnstable, MA, at 6:30PM on Wednesday, February 22, 2012. All applications and plans may be reviewed at the Town of Barnstable, Office of Old King's Highway Historic District, 200 Main Street, Hyannis, MA. The Commonwealth of Massachusetts Department of Public Safety One Ashburton Place, Room 1301 Boston,MA 02108-1618 Tel: 617-727-3200 Fax: 617-727-5732 Construction Control Document Project Title: Structural Repairs to the Old Selectmen's Building Date: January 25,2013 Project Location: 2331 Meetinghouse Way,MA Scope of Project: Structural Repairs and Foundation Replacement In accordance with Section 107.6-107.6.5 of the 8t'edition of the Massachusetts State Building code: I,Wayne R. Lawson, P.E.,Mass. Registration No.35102 . Being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ ]Entire Project [ ]Architecture [X] Structural [ ] Mechanical [ ] Fire Protection [ ]Electrical [ ] Other(specify) For the above named project and that to the best of my knowledge,such plans computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. t Furthermore,I understand and agree that I shall perform the necessary professional services arid be present on the constriiction"site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents ` approved by the building permit and shall be responsible for the following as specified in section 107.6.2.2: 1. Review the shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance of the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 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, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically,in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work,I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. LL ite - f , L-CUQ 35102 Profes ional Engineer Mass. Reg.No. ��OVA OFm4 , s CBI Consulting Inc. WAYNE R. N Company o LAWS ON mi 250 Dorchester Avenue,Boston,MA,02127 STRUCTURAL cn 10 Address No.35102 9oc 9�CiSTEP``O (617)268-8977 A08/01VAL January 25,2013 Date Then personally appeared the above named and acknowledged the foregoing trument to be his/her free act and deed, before me. Notary Public My commission expires 12191 Construction Control Affidavit 12-27-12.doc i GARCIA*GALUSKA• DESOUSA Consulting Engineers Inc. The Commonwealth of Massachusetts Department of Public Safety One Ashburton Place,Room 1301 Boston,MA 02108-1618 Tel:617-727-3200 Fax: 617-727-5732 Construction Control Document Project Title: Structural Repairs to the Old Selectmen's Building Date: January 29,2013 Project Location: 2331 Meetinghouse Way,MA Scope of Project: Structural Repairs and Foundation Replacement In accordance with Section 107.6-107.6.5 of the Wit edition of the Massachusetts State Building code: 1,Carlos G.DeSousa, P.E,Mass.Registration No.41003. Being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ }Entire Project [ ]Architecture [ ] Structural [ ]Mechanical [ ]Fire Protection [ X]Electrical [ ] Other(specify) For the above named project and that to the best of my knowledge,such plans computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as,specified in section 107.6.2.2: . 1. Review the shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance of the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 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, in general,if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Carlos G.DeSousa,P.E. 41003 Professional Engineer Mass.Reg.No. � ZitQ1R mom. cCARLOS Garcia,Galuska&DeSousa,Inc. Q, l Company DOSOUSQ ECTRICAL 370 Faunce Corner Road o.41A93 .o Dartmouth,MA 02747 9p Q g & Address 8j 01 — Zg—Z,c�13 Date Then personally appeared the above named and acknowledged the foregoing instrument to be his/her free act and deed, before me. - otarynnPublic My commission expire MARSHA A.AGUTAR it Notary Public Commonwealth of Massachusetts ---!2191 CU11,amttU11 eUlIU01 7TffiddViL t2--2?-t2.dvk; My Gemmissien Expires TEL508-998-5700 FAX 508-998-0883Aprii 12,2013 email:info@g-g-d.com I GARCIA a GALUSKA* DESOUSA Consulting Engineers Inc. The Commonwealth of Massachusetts Department of Public Safety One Ashburton Place,Room 1301 Boston,MA 02108-1618 Tel: 617-727-3200 Fax: 617-727-5732 Construction Control Document Project Title: Structural Repairs to the Old Selectmen's Building Date: January 29,2013 Project Location: 2331 Meetinghouse Way,MA Scope of Project: Structural Repairs and Foundation Replacement In accordance with Section 101.6-107.6.5 of the 8 h edition of the Massachusetts State Building code: I,Christopher M. Garcia,P.E,Mass.Registration No.45034. Being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ ]Entire Project [ ]Architecture [ ] Structural [ ]Mechanical [ ,]Fire Protection [ ]Electrical [ X]Other(specify)Plumbing For the above named project and that to the best of my knowledge,such plans computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws -for the proposed project. Furthermore,I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 107.6.2.2: 1. Review the shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance of the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 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, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work,I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Christopher M.Garcia,P.E. 45034 F iGtA 4 Professional Engineer Mass.Reg.No. P1iER Garcia,Galuska&DeSousa,Inc. Company 370 Faunce Corner Road Dartmouth,MA 02747 FSSIOf�At E .,� e Then personally appeared the above named and acknowledged the foregoing instrument to be his/her free act and deed, E fre me. / ij, A `Jn Notary Public Notary Public MADELINE TOSTE My commission expires My Commission Expires May 26,2617 `Commonwealth Of Massachusetts TEL 508-998-5700 FAX 508-998-0883 email:info@g-g-d.com i GARCIA• GALUSKA a DESOUSA ' Consulting Engineers Inc. The Commonwealth of Massachusetts Department of Public Safety One Ashburton Place,Room 1301 Boston,MA 02108-1618 Tel: 617-727-3200 Fax: 617-727-5732 Construction Control Document Project Title: Structural Repairs to the Old Selectmen's Building Date: January 29,2013 Project Location: 2331 Meetinghouse Way,MA Scope of Project: Structural Repairs and Foundation Replacement In accordance with Section 107.6-107.6.5 of the 8`h edition of the Massachusetts State Building code: I,Dominick B. Puniello,P.E,Mass.Registration No.48326. Being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications conceming: ]Entire Project [ ]Architecture [ ] Structural [X]Mechanical [ ]Fire Protection- [ )Electrical [ ] Other(specify) For the above named project and that to the best of my knowledge,such plans computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 107.6.2.2: 1. Review the shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance of the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 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,in general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work,I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Dominick B.Puniello,P.E. 48326 � -A kOF Professional Engineer Mass.Reg.No. . 01IUICl{ �G Garcia,Galuska&DeSousa,Inc. PUNI CD Company 370 Faunce Comer Road Dartmouth,MA 02747 Address 7�I to Then personally appeared the above named and acknowledged the foregoing instrument to be his/her free act and deed, lore me. tc Notary Public My commission expires -7 Notary Public MADELINE TOSTE My Coir►mission Expires May 26,:2017 `Commonwealth Of Massachusetts . TEL508-998-5700 FAX508-998-0883 __.�_._._...._w..._,.., email:info@g-g-d.com TOWN OF BARNSTABLE BAR-W N0 3012 Ordinance or Regulation ' WARNING NOTICE Name of Offender/Manager Address of Offender MV/MB Reg.# Village/State/Zip Business Name �J9Cl,E (J J. 3S-am[Vpm; on 7/ /6 20 BusineS�s'3Afldress �r2 c ` ?-r r Signature .of Enforcing Officer _ Village/State/Zip k A . Location of Offense S�1!?7E� dty ,,��aG• u/G-��/ �- Enforcing Dept/Division Offense 4Wo A Facts UJ This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map WC, Parcel GG2 MVPtl SARNSTASf,E Application # Q oS-7- Health Division E1� �' - �� 9: I Date Issued Z Conservation Division Application Fee Planning Dept. �, .,�.�. ------- Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address U31 IneeZi��fe Village /4,146Y flfmlzgink Owner 7-ohlN &RNJ7A- d4E Address os.ro/ Telephone Permit Request Ae- rrei,ev.9-1 a'd a Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 93/0 Flood Plain Groundwater Overlay y Project Valuation /1, 939. Construction Type Woo Q Lot Size •33 4c're1 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure I. 2 ti2P Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: M Full ❑ Crawl ❑ Walkout ❑ Other cr ' Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) 6 Z6 Number of Baths: Full: existing 0 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: )6 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes IS(No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed:Nfexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Je Yes ❑ No If yes, site plan review# Current Use AST ,5-rdiv Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name eAC144/ G4vzow Telephone Number �r� Address Xf L,9keyiz,., ✓`J" License # C'4RVA" . MA 02170 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ��•z i " FOR OFFICIAL USE ONLY ! APPLICATION# ' DATE ISSUED MAP/PARCEL N0. + ADDRESS VILLAGE' OWNER' g DATE OF INSPECTION: FOUNDATION FRAME j� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' L PLUMBING: ROUGH FINAL f GAS: ROUGH FINAL "t FINAL BUILDING iy t DATE CLOSED OUT 1 � ' -ASSOCIATION PLAN NO..`[. ' � 1 Office of Invadgations '600 Washington Street. - Boston,MA 02111 www.mass.gov/dia i Workers' Compensation Insurance Affidavit Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/0rga=1t1an/Individnan:_��[vry • Address: City/State/Zip:ZX/ ;4, p Phone.M J70e. ,� 9,0 ?.2 Are you an employer? Check the appropriate bam -Type of project'(regmire�:• 1.❑ I am a employer with • 4. .E] I am a general contactor and I employees(fill and/or part time).* have hired the Mb-contractions 6. ❑.New constr=tion . 2.❑ I am a'sole proprietor or partner- Yst:td on fe•atta.ched sheet': 7. []Remodeling slap and have no employees Tie moors have ' •8. ❑Demolition working for me many capacity: employees and have worlors' � co m�nc eJ' 9. Bm�addition [No workers' comp.inanranr.F:- mP• ' required] 5• We are a corpo. on'a. its I0.❑Electrical rep airs or'additions 3.111 am a homeowner doing all-work officers have exercised then 11.❑Plumbing repairs or additions Myself [No workers' comp. of exemption per MGL 12.❑Roof repairs incrtrance required.]t c. 152, §1(4),and we bave no employees.[No workers' 13, Other ' comp.insmance required.] *Any applicant that chocks box#1 most also fill out the section below.$)10;V&g lhca workers'compensation policy information. t Homeowners who submit this affidavit indicating fhcy arc doing all work and then hire outside contractors must submit anew af6davitindicating such. :Contactors that check this box must attached an additional sheet showing the name of the sub-cont mob3is and state whether or not those entities have employees. If the sub-contracton have eauployees,they must pr vidt their wori ms'comp,policy number. Y am an employer that is providing workers'compensation insurance for my employees. Below is the polity aril job site information. Insurance Company Name; �r �N�yi �1 T�✓n. ��2'N,/rf ELF Policy#or Self-ins.Uc•ffi. ExpirationDate: Job Site Address: sty/ }elzip: 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 MGI,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 farm of a STOP WORK ORDER and a fine of np to$250.00 a day against the violator.:Be'advised that a copy of this state=jit maybe forwarded to flie Office of Iuvestivations of fare DIA for incrm m6e coverage y*m ficafion_ I do-hereby certify under the pains•and penalties of perjury that the informations provided above is true and correct e Date: 'hone# ,A _ARPy— Offccal use only. Do not write in this area to be conrrpleted by city or town oJficiaL ' City or Town: Permit/License# Issuing-Authority,(circle one): .•Ic Board of Health 2,Building Department 3. Cify/Town Clerk 4.Electrical Inspector S.Plumbimg Inspector 6. Other Contact Person: Phone#: . oFTME rti Town of Barnstable Regulatory Services MAS& �+ Thomas F.Geiler,Director a639. 10 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 wwwaown.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder I , as Ownet of the subject property . hereby authorize_ 4 Q Y4W /,q UL to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job **Pool fences and alarms are the responsibility of the applicant. Pools are not to.be filled or utilized before fence is installed and all final inspections are performed and accepted. Sign o er Signature of Applicant Print Name Print Name D 2 .� Date QTORMS:OWNERPERMISSIONPOOLS 6/2012 ;1 f Barnstable Town of Barnstable Department of Public Works A0-A"'efi'a swRrrsraBE, Structures & Grounds Division 1 I 9Q MAW. U 03 . 800 Pitcher's Way Hyannis MA 02601 CFO A www.town.barnstable.ma.us 2007 Stephen J. Sundelin,Supervisor Tel: (508)790-6320 Bryan Lauzon,General Foreman Fax: (508)790-6318 Brenda Evans,Administrative Assistant Janis St Peter,Principal Division Assistant To: Thomas Perry, Building Commissioner From: Stephen I Sundelin, Supervisor S&G 01 --.� Subject: S&G General Foreman,Notification of Licensing ^' (MA License#65007) ``y,i ) Date: October 2, 2012 -� vo sy P„ Please be advised that Bryan E. Lauzon was hired by the Town of Barnstablefon , September 28, 2012 and currently holds the position of General Foreman under the " r73 (DPW) Structures & Grounds Division. As such it is a requirement of this position to posses a Construction Supervisors License and to supervise our employees engaged in construction, reconstruction, alteration,repair,removal or demolition of Town Facilities. Additionally the position is responsible for pulling the required permits for the same. Step en I Sundelin Massachusetts- Dcparfmcrrt of,Public Safctv .Boitrd of Buildin',i Re!iulations and Standards Construction Supervisor License License: CS' 65007 BRYAN E LALIZON 18 LAKEVIEW ST POBX 125 S CARVER;MA 02366 Expiration: 8/23/2013 (:ummissiuncr. Tr# 1839 r r?" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �J _!� Parcel V D Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address II �ee�c�� 4.�� ,�. .� Village Owner Address f Telephone Sop- "-)go , C Permit Request - . _ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Typec 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 , 3 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 0.new 'size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ - Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1 a&M Qj SVawOe. ��a ktcL-ttW6�0 Telephone Number q9 �G Address n0/Ut I�X)r` License # 40ey Home Improvement Contractor# (12114 Worker's Compensation # LJC,. �0- 3-0- 04S3- M-ft ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE c FOR OFFICIAL USE ONLY _ . . , r St APPLICATION# ' DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE f OWNER , DATE OF INSPECTION: FOUNDATION FRAME t INSULATION FIREPLACE Y •S ELECTRICAL: ROUGH FINAL -PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �. DATE CLOSED OUT ASSOCIATION PLAN NO. r`_ j r T°wti Town of Barnstable Regulatory Services MAs& Thomas F.Geiler,Director i639 �0 . iOrEn ' 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 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property . hereby authorizeS�'e"C�e to act on my behalf, in all matters relative to work authorized by this building permit: i (Address of Job) **Pool fences and alarms are'the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S afore oLbwner Signature of Applicant Print Name Print Name i Date Q:FORMS:OWNERPEFMISSIONPOOLS 6/2012 i • Town of Barnstable Barnstable .� Department of Public Works k......��..d� PP Administration & Technical Support Division AA94n e�laCCft 11MMS 'aeM 800 Pitcher's Way,Hyannis,MA 02601 1 I MAS& www.town.barnstable.ma.us 1639. 2007 John W.Juros,AIA Rebecca Nickerson 508.790.6316 Owner's Project Manager Mark Marinaccio 508.790.6323 Voice 508.790.6324 NancyLee Cormier 508.790.6320 Fax 508.790.6344 REQUISITION To: Thomas Spence Via: Brenda Evans From: John Juros Au Date: July 2, 201 Project. Old Selectmen's Building Re-roofing Project Funding: S&G Ops FY 12 Supplier. Cederwood Builders 245 County Road Bourne, MA 02532 Purchase Order Number.• 12011927 Vendor Number. 047219 Product or Service Required. Labor only for the removal, disposal of waste and replacement of the wood shingle roofing. All materials to be provided by the TOB.. Date Required: Starting after September 3, 2012 and completing by October 1, 2012 i Quoted❑or Estimated X❑price is: $7,950.00 Mailing Address for Invoice: John W. Juros, Owner's Project Manager DPW Administration & Technical Support Division 800 Pitcher's Way Hyannis,M 1 Approval: J fin W. Ju , AIA, Owner's Project Manager C: Mark Ells, DPW Administration PO MUST BE ISSUED BEFORE PURCHASE IS MADE C:IUserslTomt4ppDataV-ocaAMicrosoftlWindowslTemporaty intemet FileslContent.lE51LAQ6DS8QIRequisition for Re-roofing- Cedarwood Builders 070212.doc Department oflndustria[Accider is Office of Investigations - 600 Washington Street. _ Boston,M4 02111 www.mass.gov/diu Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers APPlicant Information -Please Print Legibly' Name(Business/organizadon/Individva):. Address: City/State/Zip: o"�Q.�►e M 4�r53Z PhoneA �08-�j39L-��'�� Fre you an employer? Check the appropriate box: Type of project(required): il.El am a employer with 4. Q I am a general contractor and I * have hired the sub-contractors 6. ❑.New construction . 2.[� employees(full and/or part time). . I am a"sole proprietor or partner- listed on fhee-attached sheet 7. ❑Remodeling ship and have no employees These sob-contractors have ' '8. E]Demolition working for me in any capacity: employees and have workers' comp. [No workers' comp.insurance.. imnrance.t 9. Building addition required] 5. We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their "3.0 T am homeowner doing all•work 11.0 hmmbing repairs or additions•.• right of exemption per MGL myself [No workers co'mp. .. 12. Roof repairs ' insurance required]t c. 152, §1(4),anal we have no employees. [No workers' 13F] Other ' comp insurance required] *Any applicant that checks box#1 must also fill out the section below.showing their workers'compcvsafion policy information. t Homeowners who submit this affidavit indicating @hey are doing all work and then hire outside contractor;must submit a new affidavit indicating such. rConhactora that check this box must attached an additional sheet showing the name of the sub-contractois and state whether or not those entities have employees" If the sub-contractors have employees,they must prwidt their worl=rs'comp•policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. C� Insurance Company Name U: C �� Policy#or Self-ins.Lic.#k �G. aQ- �1y� �i Expiration Date: Job Site Address: Mt?Qi t-. City/state/zip: Attach a copy of the workers'compensation policy reclarption 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$250.00 a day against tiie violator. Be.advised that a copy of this statement may be forwarded to tine Office of Investigations of the DIA for insurance coverage verification. I do-hereby c def2yains•and penalties of perjury that the information provided above is true and correct Si ature: 11 nnll rr(( �-pc Date: t4"1 [ Phone# JV$ ` `t3�• ,. 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#: . i a Massachusetts -Department of Public Safety. Board of Building Regulations and Standards r • Construction Supery isur License: CS-040822 THOMAS C SP.ENCE 245 COUNTVRD, BOURNE MA 02532:� d trz�n� Expiration" Commissioner 10/25/2013 rom:Faxserver8O 08-945-4048 To:Building Dept. Date:9/10/2012 Time:9:46:48 AM Page 2 of 2 CERTIFICATE OF LIABILITY INSURANCE 9/10/20 2Y' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT David Crawford NAME: Eldredge & bumpkin Insurance Agency, Inc. A/C N (508)945-0393 A!C No: (508)945-4048 697 Main Street EMAIL S..david@elinsurance.com INSURERS AFFORDING COVERAGE NAIC i Chatham MA 02633 INSURER A National Grange Mutual Ins Co 14788 INSURED INSURER B:The Commerce Ins. Co. 34754 Thomas C. Spence, DBA Top Notch Mill Work INSURERC hcadia Insurance Co. - ARWC 31325 245 County Rd. INSURER D: INSURER E: Bourne MA 02532 INSURER F: COVERAGES CERTIFICATE NUMBER:Town of Barnstable 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. �7R TYPE OF INSURANCE POLICY NUMBER 76/1422 POLICY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAX COMMERCIAL GENERAL LIABILITY PREMISES O 500,000 PREMISES Ea occurrence $ A CLAIMS-MADE �X OCCUR 517584 6/14/2013 MED EXP An one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY 7 P CT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ 100,000 B ALL OWNED SCHEDULED 69732 /16/2012 /16/2013 AUTOS X AUTOS BODILY INJURY(Per accident) $ 300,000 X HIRED AUTOS X AUTOSWNED PROPPera TY DAMAGE $ 100,000 Uninsured motorist BI split limit $ 100,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ C WORKERS COMPENSATION WC STATU- OTH- _ AND EMPLOYERS'LIABILITY Y/N TORY IMIT R ANY PROPRIEfORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) 202000331300 /27/2012 /27/2013 E.L.DISEASE-E4 EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) Carpentry CERTIFICATE HOLDER CANCELLATION* SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable Building Dept. AUTHORIZED REPRESENTATIVE 200 Main St Hyannis, MA 02601 David Crawford/ELDDCI �'""'� ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD RE-ROOFING/RESIDING/WINDOWS (COMMERCIAL) ❑ If located in OKH or Hyannis Historic District- Certificate of Appropriateness required unless same color/same materials specified on application ❑ Map/parcel number Z Approva ign-offs from Tax Collecto �• ❑ Treasure ❑ # of squares of shingles or square footage of roof or sidewall to be shingled/sided 1'� ❑ Specify stripping old shingles or going over old roof. If going over ❑how many roof layers existing now ❑what size are rafters? What is span? ❑ Owner's name & address O a 33 t Mew ��vJse � a ❑ Project valuation must be entered ❑ Builders Information ❑ Signature ❑ Workman's Compensation Insurance Affidavit State form must be completed and a copy of Insurance Compliance Certificate must be submitted. ❑ A copy of the Construction Supervisor license is required. Effective March 1, 2009 ❑ Check expiration date, no restrictions ❑ Permit fee $160.00 ❑ Property Owner must sign Property Owner Letter of Permission. Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission q-forms/bldgperm its/perm itch eckI ists rev.070610 �l r l r h �vl TO iN OF BARNSTABLE OLD . . LlvD [ N,,G,SELECTMEN ' S BU _ ------------------ n STRUCTURAL REPAIRS DIVISION \ r -;�-1e• yam} z.x ". CONSULTING INC. g > •� - ,'� 250 DORCHESTER AVENUE � ,Y�y�` BOSTON MA 021]] s •� `;�t; F.(617) 268-8977 971 y � "'TS.- t �� \ �t�lt1 S±ttt,�[. .>i cbi�<biconsul[inginc com S, :•,,. + . � `� 5�1 t.•lt tsl t.. ( L:Y�t�., .y'- � ww.cb,con sul[inglnc.com STRUCTURAL REPAIRS AT OLD g SELECTMEN'S BUILDING -•A Wit_:..—. T f t- � �T — TOWN OF DRAWING SHEETS: GENERAL NOTES: LIST OF ABBREVIATIONS CONTACT INFORMATION: BARNSTABLE -- A.F.F. ABOVE FINISH FLOOR GENERAL G1 CONTRACTOR.SHALL BE RESPONSIBLE FOR CHECKING APPROX. APPROXIMATE 2331 MEETING HOUSE WAY AND COORDINATING ALL DIMENSIONS WITH BIT. BITUMINOUS Architect WEST BARNSTABLE.MA GO-01 COVER SHEET ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICT,THE c8 CATCH BASIN CMU CONCRETE MASONRY UNIT - .................................... NOTE ARCHITECT SHALL PE NOTIFIED AND SHALL RESOLVE THE DnM�Tidc CONTRACTOR TO FIELD VERIFY ALL CONC. CONCRETE C B I C O N S UP T I N G I N C EQ LOCATOR MAP DIMENSIONS AND CONDITIONS. ARCHITECTURAL CONFLICT. CONTINUOUS G2 IN ANY CASE OF CONFLICT BETWEEN THE DRAWINGS UAL Ll-01 SITE PLAN AND DETAILS AND THE PROJECT SPECIFICATIONS,THE MORE STRINGENT F W. EACH WAY COVER REQUIREMENTS SHAM GOVERN. FD FLOOR DRAIN Dl-01 FIRST FLOOR DEMOLITION PLAN HC HANDICAP OLD SELECTMEN'S BUILDING D1-02 PARTIAL ROOF/ATTIC G3 THE CONTRACTOR SHALL MAKE NO DEVIATION FROM HT HEIGHT SHEET 2331 MEETING HOUSE WAY DEMOLITION PLAN DESIGN DRAWINGS WITHOUT PRIOR REVIEW BY THE I IN INVERT IN ARCHITECT. I OUT INVERT OUT Al-Ol FIRST FLOOR PLAN ID INTERIOR DIAMETER „ l"l x' Al-02 PARTIAL ROOF/ATTIC PLAN G4 WORK NOT INDICATED ON A PART OF THE DRAWINGS LC.C. LEAD COATED COPPER s BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN MAX MAXIMUM {. • =i�,� _ A2-07 EXTERIOR ELEVATIONS AT CORRESPONDING PLACES SHALL BE REPEATED MIN. MINIMUM 3a/ of A2.02 EXTERIOR ELEVATIONS N/A NOT APPLICABLE ' ' *'"_? SH OF. A, A3-Ol DETAILS AND SIGNAGE GS ALL WORK SHALL COMPLY WITH APPLICABLE CODES N.I.C. NOT IN CONTRACT LJ P�. MASS AND LOCAL LA',AND REGULATIONS. N.T.S. NOT TO SCALE tJV '9 Il` • ' "� ''•- a ` • O.C. ON CENTER wwW[ 1COnSL ttn Lnc.com C' STRUCTURAL G6 GENERAL CONTRACTOR SHALL COORDINATE S' ' s.• [.= t OD OVERHEAD DOOR WAYNE •� - a- LOCATIONS OF OPENINGS,PITS,BOXES,SUMPS, R. ► - O.H. OPPOSITE HAND 250 DORCHESTER AVENUE cGlN it ^t- ��' SDI-01 FIRST FLOOR FRAMING AND TRENCHES,SLEEVES,DEPRESSIONS,GROOVES,AND PAV. PAVERS o LAWSON ♦ a FOUNDATION DEMOLITION PLAN CHAMFERS,WITH MECHANICAL,ELECTRICAL AND B O S T O N , M A 0 2 1 2 7 U w w" A6 P.T. PRESSURE TREATED STRUCTURAL T?C v+ � � .r S7-01 FIRST FLOOR FRAMING AND PLUMBING TRADES SIM. SIMILAR TO ,9 No.35102 � '«' a _ FOUNDATION PLAN G7 THE STRUCTURAL DESIGN OF THE BUILDING IS BASED S.S. STAINLESS STEEL -0 a a S2-Ol STRUCTURAL DETAILS T. TREAD P: (6 17) 2 6 8-8 9 7 7 p �t �r ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS. 9 F !G Q _ 91t NO PROVISIONS HAVE BEEN MADE FOR CONDITIONS TYP. TYPICAL F: (6 7) 4 6 4-2 9 7 I �.o �'/S T 1 PLUMBING U.O.N. UNLESS OTHERWISE NOTED F E a •>yj _ •iN`. . OCCURRING DURING CONSTRUCTION. IT IS THE SOLE V.I.F. VERIFY IN FIELD SSA G� .e► F sf y ., + RESPONSIBILITY OF THE CONTRACTOR TO MAKE PROPER VCB VINYL COVE BASE DNA L EN P0.07 FIRST FLOOR PLUMBING PLAN AND ADEQUATE PROVISIONS FOR STABILITY OF,AND ALL ;( r _ w/ WITH cbi@cbiconsultinginc.com ' 4✓,. -.t.M +� � - [ STRESSES TO,THE STRUCTURE DUE TO ANY CAUSE DURING ZC.C. ZINC COATED STEEL R M '11' l• ?' H`� 7 'y a,' MECHANICAL www.cbiconsultin inc.com Y CONSTRUCTION. 0 DIAMETE0. S ��, G8 CONTRACTOR SHALL NOT SCALE DRAWINGS. '/- PLUS OR MINUS 3 " s ♦ - + M1.01 HVAC FIRST FLOOR PLAN 4a ? �� + _'• yc ''- t •:;. .,.f�"".N q CONTRACTOR SHALL REQUEST ALL DIMENSIONS OR Owner DOCUMENTS • �2T � !�- � `� i '�'' µ • ELECTRICAL INFORMATION REQUIRED TO PERFORM THE WORK FROM SYMBOL LEGEND - $ r`t"' ♦t- A ;- THE ARCHITECT. WORK COMPLETED BY THE CONTRACTOR Town of Barnstable K. L7 WITHOUT DIMENSIONS OR INFORMATION SHALL BE DONE SEE DETAIL 88 ON D— 07nY2012 E0.1 ELECTRICAL SYMBOL UST rx.z( ' pp} + C G_ - j S / 1 EO.2 ELECTRICAL SITE PLAN AND AT HIS OWN RISK AND SHALL BE REMOVED AND SHEET AX-XX 367 Main Street P:508-790-6324 "—N-,b—. ' 'f • DETAILS REINSTALLED TO THE SPECIFICATIONS OF THE ARCHITECT Hyannis, MA 02601 F: 508-790-6344 } If •♦ ,S_ Rajea Ma SAW i-' •- ♦ - EDl.t ELECTRICAL EXISTING FLOOR AT NO ADDITIONAL COST TO THE OWNER [� BREAK LINE Contact:John Juros,AIA D.—Sr. gLo g PLANS G9 MEANS AND METHODS OF CONSTRUCTION AS WELL y ap r�`N EIA ELECTRICAL FLOOR PLANS �—�Y DIMENSION LINE Town of Barnstable Sole NONE u 'r r• .., AS COMPLIANCE WITH OSHA AND OTHER SAFETY LAWS t r, `. ,C1.., G y, -f• .- ♦ •.P,y .+' E2.0 ELECTRICAL RISERS&SCHEDULES AND REGULATIONS IS EXCLUSIVE RESPONSIBILITY OF THE E EXTENT Department of Public Works y •�-+ �iR [' - y!I r " CONTRACTOR,HIS SUBCONTRACTORISI,SUPPLIERS, 'a ate'- �" •- � CONSULTANTS AND SERVANTS. O DOOR TAG 800 Pitchers Way ` Hyannis, MA 02601 GO-0 I a O WINDOW TAG LEGEND: GENERA NOTE: u� OISTING WILDING OUTLINE I.RE-GRADE ENTIRE PERIMETER Of . . SAND EXSTING BUILDING TO MLNLNUM -0- PROTECT Ei�TING TREE TO REA4UN 5' OUT.GRADE TO SLOPE AWAY FROM GRAVEL FOUNDATIONS.TYPICAL. 50 GAL STORM WATER LEACHINGSYSTEM LIMIT OFWORK AREA FURNISH AND INSTALL 50 GAL RE51DEMNL DRYWELL AND A'WC PIPE BELOW.GRADE ANDCONNECT WE INLET _ :1,+~� ♦♦. TO ALUVANUM DOWNSPOUT .♦ EXTENSIONS,TYPICAL.REFER TO —� I♦ , DEIAR529 3A1-01 yk TA 11 /� I ♦I♦'''- EXISTING GAS METER SERMGE CONSULTING INC.: — LANDSCAPE FABRIC 'o..' i / 250 DORCHESTER AVENUE FURNISH AND INSTAL A2-01 i� BOSTON, MA 02127 50 GAL.RESIDENf1A \\ P.(617) 268-B977 DRYWELLAND A'PVC \ \\ R(617) 461-2971 HPE'ELOW-GRADE C \ \\ AND CONNECT IO \ \\ c bi4ycbic ooau 10A6lnc.com AIUMINUM \ �•\� ww w.c bico ntu lti,gi .com DOWNSPOUT // \ TYPICAL DRYWELL PLAN E:(ENSIOS.TYPICAL. �/ \\ \ `77/ 2 SCALE:MS REFER TO DETAILS 7 8 / VAULT \ „ 3A1-0I `\ ADaION \ ll �; EDGE �EOiE GRAVEL TcRMAIN,V..F. STRUCTURAL PROTECT EXISTING 9-• —' IJ \ EOUIPMENTTO o \ REPAIRS AT OLD REMAIN /-- � SELECTMEN'S BUILDING FI4191 GRADE ZI LINE OF EpSUNG A'WC INLET m LINE OA OVE TO \ \ (REFER TO SITE REMAIN \ ! • PLAN,ER T PITCH SITE I \ \ \ • 1ARNSTABiE; • TO DRNN) \ \ OLD S'LECTMENS BUILDING \ MASS: A \ 39.Ba-.V.LF-.V.LF. \ •u� \ FBLST THOOR EL-'V. \ i639• • 2 TOWN OF I I I II I I I IE � FG M ALL 50 AL.RESIDENIiIAL BARN STABLE DRYWEILSAND A'WC \ _ ` \ PIFE BELOW'jDE �/ 2331 MEETING HOUSE WAY SO GAT,STORM WATER LEACHING \ r\— SYSTEM ` AND CO LUKNTO \ \ �� WEST BARNSTABLE MA ` AN.wuuM Dow svo r \ — .................................: EXTENSIONS,AR52& \ I �'' PROTECT POSTING TREE Dnwhg Till• REFER TO DEIAR.52R \ �'""" TO REMAIN 3/0-01 \ 1" (DDL ICAL DRYWELL SECTION ♦ • - \ "-�� , SITE PLAN EXISTING HIP EMRY .♦♦' ROGF ABOVE REMAIN AND ILS ��♦ 1N OF 44 c EXISTING WOOD SIGN 10 O� `/ REA,NN WAYNE R. N 7) 7 o LAWSON 0 �`-0' " STRUCTURAL En s W E9�Na,35102 O �� ADD AIERNA1E 02 CC/ • PATCH SITUMIN O S/ONALS ".rN�F. COMPLETION OfUSKWAYPPOUNDERGROUND AL EN ELECTTOCAI SERVICE. REFER TO ELECTRICAL AND COORDINATE .•.. ... HEXCAVATION,BACKFILL AND PATCHING. ReN w EDGE OF EXISTINGINN.WNOUS EXSUN'G UTILITY ROLE TO - � SIDEWALK TO REMAIN REMAIN BID DOCUMENTS EXISTING FENCE TO RE,vuH 4 EDGE OF FASTING ROAD ' TO REMAIN .... .... Date 07/23/2012 Fraim Number. 09034E Hvlea M..W SAW D—BY BLO,UR Sole AS NOTED USED �1 SITE PLAN T sat,:.v+s•1a L 1 0 1 4I'-5'i V.IF. i CUT AND REMOVE CONTINUOUS VERTICM.MORTAR LINE OF FASTING i00f IOWT TO PHYSICALLY SEPARATE VAULT ADDITION FROM ORIGINAL WOOD-FRAME STRUCTURE FOR THE RAISING ABOVE 10 REMAIN OF THE BUILDING.TYPICAL OF EACH SIDE OF VAULT. LINE OF EXISTING VAULT ROOF ADD ALTERI IATE IR PEOVE 10 REI,VUN� REMOVE WIRES AND / CONSULTING INC.:: TO ELECTRICAL ——— COIJDUIT IO METER REFER / TO F.ECIRIUI DRAWINGS / ____ / E—UNE OF EXISTING 250 DORCHESTER AVENUE / ROOF ABOVE TO BOSTON. MA 02127 V REMAIN P.(617) 26B-B977 Xx REMOVE EXISTING BRICK R(617) A6A-2971 D.iSnNG ELECTRICAL FROM LIGHT WELL FOR cblQcbiconsulTinginc.com PANEL TO REMAIN REBUILDING.REFER TO www.cbicons ulsinginc.com ELECTRICAL DRAWINGS ' EXISTING I I _ MD AL��EOFFICATIq•15 FOR ...................................... t�EXISTING,UST IRON VENT __ MYDROPNEUMAIIC TANK IO REMAIN t CONTRACTOR I REMOVE PIPE iO REMAIN Cr ELECTRICAL SCOPE OF —— INTERIOR WALLHINDAFINISHES, I I EXTERIOR SHEATHING AND II I WORK AT LIGHT WELL. STRUCTURAL TANG SWITCH TO SIDING TO EXPOSE KSIDE SEPARATE I REMAIN WALL HT). VAULT STORAGE ROOM �I STEPSA�I°�°LRAUNG REPAIRS AT OLD VAULT *CAREFULLYREN,OVEMETALDOOR WALL(FULL IQIGHT). STORAGE ROOM AND FRAME AND STORE ON-SffE But TO REIMI LL=J TO BE TEMPORARILY FOP.REINSTALLATION REMOVED UPON H I \ I . b g� 6 C�NG COMPLETION OF SELECTMEN'S FOUNDATION WORK, IAETER,SERMCE - DP "'° BUILDING AND PIPING t0 REMAIN FASTING — —I LlGlii FAILURE TO REMAIN I'I AME l ENTRY I I I I III • GALLERY I I I • .• 415 SF I BMWWABLE. i 1H . 1I I II ASS �A. A2-0I — J TIN79F. ^ T�t �e F.FLOOR T R I I T AND 9'I I ED MYR• UNE OF FASTING VAULT I I I'I TOWN OF ROOF ABOVE TO REMAIN BARNSTABLE — J—J I 2331 MEETING HOUSE WAY PROTECT EXISTING OUTDW 0.CONDENSEP.TO REVAW. WEST BARNSTABLE,MA CONTRACTOR SHALL BE ARE TO BE F FOR TESTING ALL \ __ _ _ 4 MEP SYSTEMS.WHICH ARE TO BE CONDETON UPD I \ AND IN F1Al WORKING CONDff1HE UPON \ \ Dnwilg TMe COV,PIETION OF THE WORK. LINE OF OUSTING HIP 4 TEMPORARILY DIxONNECTANDRE-CONNECT EOLAPMENI FOR RAISING OF THE STRUCTURE FOR THE I ENTRY ROOF ABOVE n FOUNDATION WORK. I TO REMWN REMOVEEXISTINGBRICK FIRST FLOOR �r= FROM LIGHT AEU FOR STAFF TOILET II I REBUILDING,?1LDWG.RAWING DEMOLITION PLAN ` I REFER 10 THE 1 ANDSPECIFICATIONS FOR II I ID I I ADD ALTERNATE LL_�1 ELECTRICAL SCOPE PE OF I WORK AT LIGHT WELL �&N IrA OF 44� • ... yap ... L9,� �y WAYNE R. N o LAWSON STRUCTURAL co 0 9 No.35.102 (i46'G�STEP�(� • NOTES— �L�V I Nv\� �L 4'SHORETHETHcO'BUIIDINtGI.NPOUCEFORIHE E ANAL E COMPLEDON OF THE FOUNDATION `•I WORK.INWHICH CASE TEMPORARY DISCONNECTS AND REMOVAL AND REPLACEMENT OF MATEPLAS AND N S - 2 SYSTEMS BETWEEN THE WOOD FRAME REQUIRED. ERUCED.RE REGARDLESS E VAULT SSOrNAY E S BID DOCUMENTS STRUCTURE U TUR REGARDLESS OF THEMAY MEANS BE MEIHODS,THE FOR noi.ACTOR SHAH W BE RESPONLN.E FOR PROTECTING THE q EXISTING WOOD FRAME STRUCTURE .... .... .... .... ....: ABOVE AND ALL OF DS$AND FINISHES , Duc IM311012 4 REMAIN ENT,MATERIALS AND FINISHES TO V • REMAIN Phgea Number. 090348 P vi—Ft-n—. SAW g= D—By. BUD I S j. Ur=I'-T U &%R-�,�FLOOR DEMOLITION PLAN Q DI -01 LEGEND: O D.S. D ISTING DOWNSPOUT TO REMAIN � de••-11•�V.I.F. VAULT ADDITION --- ------�ABOVEFTO REMAIN r FASTING ALUMINUM GUTTERS AND DOWNSPOUTS TO PEM41N,TYPICAL r--o O.S. -------------------------------------------------------------° CONSULTING INC.: . I D.S. 250 DORCHESTER AVENUE BOSTOM MA 02I27 17 l — _ P. F.R11111 (617( 464-2971_ I I cbiQcbiconsul tinginc.com fit Ill I I www.cbico nsultin6lnc.com r } I + STRUCTURAL - + I 4 i REPAIRS AT OLD SELECTMEN'S nrrlc' °`I°-1WLF BUILDING I •REMOVE VERTICAL COURSE Of FASTING WOOD SHINGLES AND CHEER WALL FLASHING TO 0.5. I I I SEPARATE VAULT ADDITION FOR RAISING OF THE I WOOD FRAMED STRUCTURE ATnc r ZHE T • _ FASTING ItlDGf.ABOVE TO REMAIN EWWSTABM .� 65 �e I j FASTING ALUMINUM GUTTERS AND DOWNSPOUTS 1 TOWN OF TO REM4N,TYPICAL I _ BARN STABLE I 2331 MEETING HOUSE WAY • WEST BARNSTABLE,MA I ...................... 1 Ds. Or,��rme - I I I I 1 I I UNF OF LOW MIP ENTkY ROOF BELOW 10 REMNN PARTIAL I I ROOF/ATTIC 1 I DEMOLITION PLAN LANE OF WALL BELOW TO REMAIN - I I I I I I OF IWASs9cy o I I.—UNE OF ROOF ABOVE WAYNE R. 1 I o LAWSON STRUCTURAL ————— —————-- No.35102OD.S. D.S. _-------------------------------------• LINE Of ROOF ABOVE (- G\ NOTFS: ss!ONA . N *:IT 6 THE CONTRACTORS OPTION TO SHORE TH=,BUILDING IN PLACE f0R THE E 4 RK` FOUNDATION WORK.IN DISCONNECTS AND REMOVAL ANDQY I OCUMENp TS TN REPLACEMENT OF MATERIALS AND N S SYSTEMS BETWEEN THE WOOD FRAME r. STRUCTURE AND THE VAULT MAY NOT BE REQUIRED.REGARDLESS OF THE MEANS S . OR METHODS,THE CONTRACTOR SHALL Due 072i20I2 BE RESPONSIBLE FOR PROTECTING THE Y'Y Proles Number. 090T}B. FASTING WOOD FRAME STRUCTURE Prolra MRnsger. SAW ABOVE AND All Of ITS SYSTEMS, EOUPMENT,MATERIALS AND FINISHES TO Dnwn BY BLO REMAIN Sole 1/2'=1'-0•' r 4 PARTIAL ROOF/ATTIC DEMOLITION PLANROOF/ATTIC DEMOLITION PLAN D 1 -02 ............................... ii AZ 13'4'1 V.I.F. RBS'1 V.I.F. FURNISH AND INSTALL RESIDENTIAL 50 FURNISH AND INSTALL RESIDENTM 50 GAL.NIODUlAR DRYWELL(SIMILAR TO GAL.MODULAR D.RYWELL(SIIAILAR TO NDS FLO-WELL OR EOLRVALENT)AND a' ` NDS FLO-WELL OR EOLRVALENT)AND P / \ PVC NPE BELOW.GRADE AND \ PIPE AND CONNECT TO ALUMJNUM / `\\ LBaE OF EXISTING ROOF PVC CONNECT TO AL�UNJNl1M ABOVE TO REMAIN 1 I I DOWNSPOUT EXTENSIONS.DOWNSPOUTS I I h\ DOWNSPOUT 6'YM15T GfHDWNSfb TT \ All EXISTING DOWNSPOUTS CONSULTING INC.: 150 TOR CH ESTER AVENUE OS L-I \\ BOSTON MA 02117 US -LINE OF E% ROOF ABOVEVE TO TO F..(617)I 6 - 97 I REMAIN F.(bl7) 4 6 4-297 1 I I I cbi�cbicon sul Tinginc.com I i i ww w............gi...com 111111 I I 1.-T' 1 V.I P, EXISTING 11If k UPON COMPLETION OF THE I( C- HYDRO-PNELAMTICTANK TO REMAIN f FOUNDATION WORK REPLACE I( I ''I STRUCTURAL 1111 INTERIOR WALL MATERIALS AND TANK SWITCH TO I I-.J HNISHES W4ND TO MATCH REMAIN y EING,INCLUDINGALL STORAGE ROOM I REPAIRS AT OLD STI VAULT TRUAWORK AND PAINT TO I( I I .- 4 ) STORAGE ROOM k REINSTAL EXISTING MA EXISTING ADJACENT BLIILT4N-CABINET TO RE,WV L__J -, G000$TOOP,STEPSAN M FD FINISHES.TYPICAL REINSTALLED SELECTMEN'S NI ND �BLN� BUILDING p° I I EXISTING N inLIGHT FLMRE TO REMAIN I L y i ALAI f I I ,,pper niE.t � ENTRY I I 0 ' t MUMSi'ABL& i �._. ._ GALLERY e 415 SF I Fry I AT 116Ajqiz S`e0A \ � - FIN39 2L V.I.F. MA'S _ - .FLOOR, { I I TOWN OF ELANE� OF EXISTING VAULT\\\ \ NOTE: I I ROOF ABOVE TO REMAN `� OWNER AND LOCAL BUILDING _BARNSTABLE \ INSPECTOR WILL RESTRICT GALLERY I 2331 MEETING HOUSE WAY \ TO 49 OCCUPANTS PER ACTUAL US&LLE SPACE OF GALLERY I I WEST BARNSTABLE.MA ..................................... u I ( r1 US I ( �-UNEOFEl._11NGHIP \ I - i i TO REVJIN F ABOVE I•.Z'. FIRST FLOOR FUPNISH AND LMODULAR DRALLRESIDMILAR 50 \\ 1 I V.I.F. PLAN GAL MODULAR DREQUI @MIUR TO \`\ I I "-:1 1 NDS PE OR GRADE AND J' \ \ AZ-01 WC PIPE BELOW-GPADE AND \ \ - - STAFF TOILET CONNECI TO ALUWNUM ` \ 'I I I: I _ DOWNSPOUT EXTENSIONS,TYPIALAi `\\ I I I". I _ ' ALL EXISTING DOWNSPOUTS \\\\ / i L'.:':'�I ' P�JN OF�qS � \�\\ I I �RWELL WITH EXISTING CLEANED \\\ I I BRICK AND INSIAIL GALVANIZED \\\\ Q BRICK WITHGAALLVANIIZZEDATGLES. WAYNE \\ I I TYPICAL OFZLOCATIONS p LAWSON STRUCTURAL fn CIS 05I1 No.35102 NAL • I \ E tI • ENO NOTES! CONTRACTORS OPTION i0 FURNISH AND INSTALL P.ESIDENTIAl50 SHORE THE BUILDING IN PUCE FOR THE GAL MODULAR DRYWELL(SUARAR TO 1 ) ) sO^c • COMPLETION OF THE FOUNDATION NDS Flo-WELL OR EQUIVALENT)AND 4• ( ( / / WORK W WHICH CASE TEMPORARY - PVC V CONNECT APE BELOW-ALUMINUM AND \ \ - / N S Z DISCONNECTSANDREVOVALAND DOWNSPOUT EXTENSIONS.TYPICAL AT ' BI DOCUMENTS REPLACEMENT EE THE AND ALL EXISTING DOWNSPOUTS J 9 SYSTEMS BETWEENTHEWOODFRAME STRUCTURE AND THE VAULT T �I\I NOT BC - REOIARED.REGARDLESS OF THE HE I.IEAI45 '''' '''' OR METHODS,THE CONTPACTOR SHALL ...Date.•... 0IM13013 d BE RESPONSIBLE FOR PROTECTING THE - $ EXISTING WOOD FRAME STRUCTURE Proim NVmbc 09034-B lr9u^ ABOVE AND ALL OF ITS SYSTEMS, EQUIPMENT.MATERL415 FINISHES SHES TO °rOIm m SAW t REMAIN D.—By. BLO,LR Solc AS NOTED U FIRST FLOOR PLAN Al -01 LEGEND: y �:NEW CEDAR SHINGIFS • 14'-1''V,LF. 3d-IO'-V.I.F. - VAULT ADDITION ------------------ ABOVE 0STING ROOF ABOVE TE1 REMAIN „� r--o os ----------- - � CONSULTING INC.: ---------------------------- —� 250 DORCHESTER AVENUE o D.S. 805TOfy MA 02127 1 + I P.(6I7) 268-8977 I I I I F.(6I7) 464-297I cb•IQc blc ontul[In Rinc.com bicansul tin`inc.com - .................................. I- Till 1 ffP - -1- 1_. �... I '-*....5 i STRUCTURAL ' CAI n'P- REPAIRS AT OLD STPOFOI ROOF E i SELECTMEN'S It BUILDING ATTIC I HATCH D.S. ME ray' ,p I i 1 ATTIC -� � =ARNSTABIE, M039. A�S�S�./ A CENTEiUNE OF Ex6TNO RIDGE I i--I _ AlED N1I�`S`e0 �ABOVETOREMWN ' r ------_---_--.---.-_-.--_-------_- _-_--.--_----._------------------- F TOWN OF BARNSTABLE I 2331 MEETING HOUSE T WEST BARN TABLE,MA I DnNAR 7hic I - D.S. 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SAW BE RESPON51BU FOR PROTECTING THE w Dn By, BLO DISTING WOOD FRAME.STRUCTURE Sole 1/2'=I'-P g ABOVE AND All OF ITS SYSTEMS, m EQUIPMENT,MATERIALS AND FOJISIES TO 1 PARTIAL ROOF PLAN _ REWw+ A _O • ♦pROTEC'AND SHORE E"STIG WOOD-FRAMED STRUCTURE DURING THE DEMOLITION aN0 CONSTRUCTION OF THE FOUNDATION NOTES: *AT IS THE CONTRACTORS OPTION TO SHORE THE BLRLDING IN PLACE FOP,THE -- COMPLETION OF THE FOUNDATION WOW.IN WHICH CASE TEMPORARY DISCONNECTS AND REMOVAL AND REPLACEMENT Of MATERIALS AND ---. 64.28'-V.I.F.A SYSTEMSBEVWEEN IHEWOOD FPNAE —-—-—-—-—- -- ELEV.:Uh RAFTEPS� STRUCTURE ARID THE VAULT MAY NOT BE REQUIRED.REGARDLESS OF THE MEANS OR METHODS,THE CONTRACTOR SHALL 160�.HE COPPER STEP D.RMIG AT BE RESPONSIBLE FOR PROTECIWG[ME CHEEK WALL BEYOND.REFER TO ,2' STRUCTURE 4/A3.0I EXISTING WOOD F ITS SYSTEMS. 17 x,MLF. ABOVE AND ALL OF ITS SYSTEMS. EQUIPMENT.MATEf!WS AND FINISHES TO REMAIN m S R� - A3-0I — CONSULTING INC.: ELEV.:ATTIC FIOOR� 2SO DORCHESTE0. AVENUE ''--- 21.1 1 1 1 1 1 1 1 1 1 1 1 11 BOSTON. MA 02127 11 P.(61 7) 360-B977 (617) q64-2971 �1II 1 m cbl(lcbicon�ul Lin(Inc.com ww.............. ..BRICK VAULT STRUCTURE 10 RE MAM i .. ... � ..... ............................... 1 11 1 '�I PLANTED SOLID CORE ADD SS STRUCTURAL I REPAIRS AT OLD • RfGPADE ENTIRE PERIAEIEROF -- --- C EIFV.:F�NSHFLQpRY SELECTMEN'S BUILDING,TV - BUILDING 4 2.01 ��'R �• r _—_______J ' CONDENSER TO REMAIN THE: SO GAL.MODULAR DRY WELL AND 4'PVC PIPE CONNECTED 50 GM.MODULAR DRY,WELL AND 4• OF tp� , TO ALUMINUM DOWNSPOUT EXTENS10115,TYPICAL PVC PIPE CONNECTED TO ALUMINUM DOWNSPOUT EXTENSIONS,TYPICAL NORTH ELEVATION «NOTE ALL DISCONNECTED.RE ERto PLUMBING LUMBI GNTEO UTILITY AND NAC DRAWINGS).PES AND CONDUIT ALL Be TEMPORARILY SrAD MASS. O 1639. �00 PROTECT AND SHORE EMSTING WOOO-FRAMED STRUCTURE DURING S THE DEMOLITION AND CONSTWCTIONOF THE FOUNDATION TOWN OF BARNSTABLE 2331 MEETING HOUSE WAY WEST BARNSTABLE,MA —_—_ _—___—_—_—_—_—_—_ 64.20'L VLf- EIEv.: WSRAFTERSY- ............... a wn rmo 17 �12-v.V.I.F. EXTERIOR ELEVATIONS �P��H OF 4igss 9 51.67•e V LF.� O `J - - - - - - - - - - E.,�TnCFL91 WAYNER. m o LAWSON STRUCTURAL :N m m H - 9 No.35102 Q � 9o�Fs S/DNA L ENG NEW UX'SI7RT'WALL%TIN CMU BACKUP,IYf4CAL(REFER 1O STRUCTURAL DRAWINGS) 11 " 11 Rew REGRnDE ENTIRE PERIMETER .`+ 79.86'�V.LF.A D OCUMENTS 9� SIT( DU UR PRY I _ ... .... .... .... ... WE S AND 4'PVC PIPE I __ CONNECTED TO 1 52-01 I D.- 07R7R012 ALUMINUM DOWNSPOUT f' l t] EXTENSIONS,MICAL L_________________ . rPu ea NlvnEc pRO7q-B- BO GAL.MODULAR DRY WELLS AND 4' V PIPE CONNECTED TO ALUMINUM C.—ST. BLO.LR DO DOWN SPOUT EXTENSIONS,TYPICAL Sole AS NOTED �,�SOUTH ELEVATION ad A2-01 2¢S .................................... S' I ' *PROTECT AND SNORE'JB$TING wOODFRAI.tiD STRUCTURE DU21NG THE DEMOlD10N N!D NOTES:CONSTRUCTION OF THE fOUNOATION t:IL IS IIS IHE CONTRACTORS OPTION TO SHORE THE(WILDING IN RACE FOR THE COMPLETION OF THE FOUNDATION WORK,IN WHICH CASE TEMPORARY DISCONNECTS AND REMOVAL AND REPLACEMENT OF MATERIALS AND SYSTEMS BETWEEN THE WOOD FRAME STRUCTURE AND THE VAULT ANY NOT BE RECOILED,REGARDLESS OF THE NAEANS —_—__ _ _____ ________-- 6<.78_V.I�F.J� OR METHODS,THE CONTRACTOR SHALL 1117. WSR7,FTERSY" BE RESPONSIBLE FOR PROTECTING THE EARESP WOOD FRAME STRUCTURE ABOVE AND ALL OF ITS SYSTEMS, EQUIPMENT.MATERIALS AND FINISHES TO REMAIN LEGEND: 1111 lilt NEW CEDAR SHINGLES R CONSULTING INC.: —. EI.EV.:ATLICFLOOR 250 DORCHESTER AVENUE BOSTON, MA 02127 a. P.(6I7) 268.8977 -- r R.(617( 464-297I ........ 1, cbi®cbico ns V liinginc.com LE El _ • x I_ - -._ D15nNG BRIG/:VAULT - �°°�°"T°�`�"" STRUCTURAL ' REPAIRS AT OLD - JAI - - - "'`� SELECTMEN'S j •-�1 PROVIDE NEW UNDERGROUND _7_'`-_ BUILDING HECFRICAL SERVICE FROM POLE I 1 TO VEICAL REMAIN REMN(REFER TO _. J1• __. ELECTRICAL DRAWINGS) L PERIMETER •� REGRADE ENTIRE METER 50 GAL MODULAR DRY WELL AND a'— '________________________________________________ ___________J OF BUILDING PVC DOWNSPOUT ECTEDTO ALUMINUM."CAL I NV CRAWLSPACE i1HE tpR_ DOWNSPOUT EILTENSpNS,IYRCAI FOUNDATION VENT CENTERED UNDER FJBSIING wINDOw ABOVE 50 GAL MODULAR DRY WE1LPVC PE CON AND 4' � �.OjS �H1 EASEcrEc,TO T ELEVATION DO PLWNSPOUTNEMENSIONS,TYPICALM ,N-,d : STABLE- MASK. w 16.19. '`00 3 PROTECT AND SHORE EXISTING WOOD-FRNAED STRUCTURE DURING ArFD µP`O . It DEMOLITION AND CONSTRUCTION OF THE FOUNDATION TOWN OF - BARNSTABLE 2331 MEETING HOUSE WAY WEST BARNSTABLE.MA —_—_—_—___—_—___—____ _______—_—_ 28_v.LF. ....................................: Ems. 6a. It EXTERIOR ELEVATIONS .... ... o��... .... ---. I it w 11 Il I 1 11 1 11 11 11sl,6r-viF. WAYNER. N TTIC FLOOPY o LAWSON -+ U STRUCTURAL c' GUTTERS AND No.35.102 ill ` DOWNSPOUTS AN'TY° RE 901C, �G/STEEXISP� AULTING ONICK _ - SAS�ONAL ENG VAULT O - To MINN,T Cn - _ ReNSLJnC iEmm 39.864 vJ.F.,, __ ____.__—_--- ELEV.:FINISH � D CUMENTS 1 .... ... IDam 07723nou; . 50 GAL MODULAR DRY WEILAND a' y L_______ _J PLojen Number. p9034.8 PVC flirt CONNECTED TO S,TYPICAL � SAW DOWNSPOIR FMENISIONS,TYPICAL 2 U I?Z6'CRAWLSPACE FOUNDATION D.—B VENT CENTERED UNDER DRSTING r BLO,LR SD GAL MODULAR DRY WELL AND 4' WINDOW ABOVEJ WC PIPE CONNECTED TO ALUMINUM Sole AS NOTED ''' DOWNSPOUT E%iENyONS,TYPICALvv� 2 � EST ELEVATION A2-02 v . ...... .... LINE OF EXISTING WOOD FRAMED BUILDING EXISTING WOOD SHINGLES TO REMAIN REMOVE AND DISPOSE OF FASTING METAL FLASHING REMOVE AND DISPOSE OF IWO(2) CONTINUOUS COURSE OF EMSTTIG j CEDAR SHINGLES 1 EXISTING ROOFING PAPER TO REMAIN 1 1 WSTSHBRICK VAULT.ROOF DECK FASTING SHUTHING AND STRUCTURE TO REMAIN I EXISTING CEDAR SHINGLES I TO REMAIN HOTS: ♦:IT G TILE CONTRACTORS OPHON TO I� SHORE THE BULDING IN PUCE FOR N 1 THE COMPLETION OF THE FOUNDATION WORK,IN WHICH CA.E TEMPORARY DISCONNECTS AND REMOVAL AND REPLACEMENT Ll OF MATERIALS AND SYSTEMS CONSULTING I N C.: BETWEEN THE WOOD FRAME STRUCTURE AND THE VAULT MAY NOT BE REQUIRED.REGARDLESS OF THE MEANS OR METHODS,THE EXISIING BRICK VAULT ROOF 250 DORCHESTER AVENUE CONTRACTOR SHALL BE STRUCTURE TO REMAIN B O S T O N, MA 02127 RESFONSIBU PROTECTING THE FOR PROT EXISTING WOOD FRAME STRUCTURE P.1617) 268-B977 ABOVE AND ALL OF ITS SYSTEMS, F:1617) 464-2971 EQUIPMENT,MATERIALS AND FINISHES TO REMAIN cbl®cbic onsul tin(inc.com ww w.cbiconsultinILinc.com ' TYPICAL DEMOLITION ......................: �AISHINGLE AND FLASHING DETAIL L NOT USED � SLATE 3+•1'd 1 ygi-E y4•.1•.p STRUCTURAL REPAIRS AT OLD LINE OF EXISTING WOOD FRAMED SELECTMEN'S BUILDING STING WOOD SHINGLES BUILDING EXISTING INSTALL NEW 16m RED COPPER STEP FLASHING UPON COMPLETION OF RAISING WOOD FARMED WILDING THE INSTALLNEW WOOD SHINGLESOMATCH �V�ILS _IY� AT VAULT ROOF TO MATCH EXISTING O i • • D3SnNG ROOFING PAPER TO REMAIN -MAURMNSTwBM DIWING ERICK VAULT P.00F DECK AND--,,,,0.EMAINMASS. 0A STRUCTURE TO NOTES: 1639. A�0 t:R 15 THE CONTRACTORS OPTION TO ArEO SHORE TILE WILDING IN PUCE FOR THE COMPLETION OF THE ____________ _ CASE TEMPORARY DISC WHICl1 TOWN OF USE iEMPORARY DISCONNECTS AND REMOVA:AND PEP,ACEMENT OF MATERIALS AND SYSTEMS BETWEEN IHE WOOD FRAME .BARNSTABLE 57 RUCTUR:AND THE VAEILT MAY NOT BE REQUIRED.REGARDLESS OF 2331 MEETING HOUSE WAY THE MEANS OR METHODS.THE WEST BARNSTABLE•MA CONTRACTOR SHA L BE RESFONSTOLE FOR PROTECTING THE ................ ........... ...... ABOVE A WOOD FRAME SYSTEMSSTRUCT. iMe ABOVE MID ALL OF 11S SYSTEMS, EQUPMENT.MATERIALS AND FINISHES TO REMAIN DETAILS AND TYPICAL REPLACMENT HINGLE AND FLASHING DETAIL �,1rvoT USED SIGNAGE 5 SCALE: H OFNjgss9 WAYNE o LAWSON STRUCTURAL a 9 No.35102 a SS/ONAL EN�'.�j a BID DOCUMENTS 4 D]- 07122a0I2' Roka Numb—. 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II II REMOVE AND DISPOSE OF FILL I I I EXTENT OF EXISTING I 1 I ; CINDER BLOCK PIERS,TYPICAL a= III STRUCTURAL ' 11 EAmNG P.T.+.B BEAM BOW)TO REMAIN IX1—GI P.T.".B BEAM II ; REPAIRS AT OLD II M1D mTDREMA IN I ' SELECTMEN'S vnu1T IC i Irk- -- I ,� i; ; REMOVE FULL EXTENT OF BUILDING II 1 WOOD STOP AT GRADE BOOEAAMM TO EMAIN - 1 I I REMOVE FULL D(RM OF I EXSTING BU3a16 REMOVE Arm DISPOSE OF I CONCRETE BLOCK P FULL EXTENT OF I I ¢P. I FXISTINGIx.128RIIXPIER II , II 1 I • • j E • DARNStA.BtE. • EXISTING DRICK VAULT I I I; ———————H i —— I I 1 I MASI STRUCTURE 10 RFAVJN. I I II I I 1 I I I I 'n9 �e0q VERIFY DEPTH OF VAULT 1 II I L.r 1J I I EXISTING 8.8 FLUSH GIRT FLOOR I I r !D FOUNDATION W FIELD 7 ; I _JI FIRE PLACE.HEARTH AND CHIMNEY — _U BEAM ABOVE 70 REMAIN ` I I I I r AND NOTIFY ARCHITECT S741 I I ABOVE TO REMAIN I I OF FINDINGS I I I EASnNG6•BTIMBER II I I TOWN OF JOIST TO RCMAIN I EI"DYE AND DISPOSE OF FULL III I BARN STABLE II EXTENT OF'XIS.NG CINDER I I BLOCK PEEPS.TYPICAL 3 I I I I I I I S7-0I 2331 MEETING HOUSE WAY E�I EJOAING P.T...8 BEAM 1YP. M1oi i0 REMAIN I i Ir-—————--—J WEST BARNSTABLE,MA I I I BOWJ TO REMAIN O I; I ................ FIRST FLOOR EXISTING CRAWL SPACE ACCESS i II ; FRAMING AND 11 I I I EXISTING 2J HUSH lOt$f$@16'O.C.TO REMAIN ? I 1 1 EXISTING FLUSH JOISTS TD REMAIN FOUNDATION DEMOLITION II EXISTING<.B TtM3ER BEAM EXISTING 6.3 TIMBER BEAM I; - I II (HUSH)TO RE. 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Drortrg Tick . 7.811'-6'PiD.SOLID CORE , I WOOD DOOR AND FRAME I i '- FIRST FLOOR 3'A'CRAWL SPACE I I •I FASTING d.B TIMBER BEAM FASTING d..B 7RABER BFAIA ILOV� I a = 1 I 1 ACCESS CN'EXISTING ; I ' FRAMING AND ' WINDOW ABOVE ; I 0 16-W, I I 1 O 1III' II - - i ? _- I ;II G YPICH L FOUNDATION N P� DA TIO N 7 � P�NOF MA. V L__ -____ AW ENTIRE PEOW8R10NG_____ ____ _____ _____ ____ _--- _r-_- _-__---- _--_- ----- _---- WAYNE R__ _u tiG N� �- ------------------- ---- --- - p LAWSON - 4 U n -------------------------- ---------------------------------- ----------------------- - � STRUCTURAL n No.35102 �V-4- [I CFA ITSPACE 90 ��'/S T EP�\`<, € SS/ONAL ENG n _T-2 In* ,6'a' B'-2' _S-I In. iJ 2es E =29'-5"2-0'VADE.10'DEEP STRIP FOOTING N s B D CUMENTS 2 .... .... .... .... ..... } w Dare =23Y2012 P"olea Number. 09034-B P,olec Mamgc CEB g Dnrn Br. LA BLO gx I L2 Sale AS NOTED h FIRST FLOOR FRAMING � AND FOUNDATION REPAIR PLAN SI -01 6 • EXISTING WALL SHEATHING DOING WALL SHEATHING AND SIDING SI.MPSON MASS MUDSILL EXSTING WALL SIIEA111ING AND Om AND SIDING TO REMAN, TO REMAIN,TYPICAL, tt.R� FASTING BRIC< ANCHOR(yl 24'O.C. SIDING 10 PUMNN,TYPICAL. FIREPLACE TO REMAIN F.T.WOOD$HInM TO BEARING EXISTING Z7 TIMBER I06T© FJBSnIJG WALL FR/W1NG TO EXISTING REMAIN.IYFIGIL FXISiING WALL FRAMIN TO REMAIN. RIP L, REMAIN,TYPICAL 16'-O.C.TO REMAIN,TYPICAL EXISTING6.811MBERSH TO Vr�EASTTNG EXISTING FINISH FLOOR EASING FINISH FLOOR TO REMAIN FINISH FLOOR REMAIN TO REMAIN EXISTING 6.B TMRER SILL,TYPICAL A EXISTING SR0 SKIMP WALL I/2'P.T.PLYWOOD CONTINUOUS RATE TO BE REMOATD BRICK SKIRT (7)COURSFS 6'CMLL EXCAVATE DISTING GRADE FOR EXISTING N7 TIMBER JOIST 0 REGRADE ENTIRE PERM U LDING,TGMRADE NEW WORK AND REGRADING I •16.O.C.TO RCIAVN.TYPICAL TO SLOPE AWAY FROM BUILDING,TYPICAL I EXISTING 6.8 SILL TO REMAIN, FULL EXTENT OF — -L 6'CN,U BOND BEAM WITH(I)Iq I TYPK 1 11 I i EXISTING BRICK _ 1, ==111T 711-T11=T r1i i1'$7 I I I I I RREPUCE _ _ _ 2 ADD ALTERNAR/I _r�'-r"s'1R^"„lY '� V- I Ii—��EXISTING BRICK PIER BEYOND _ _ — FOUNDATION 2'MUD SLAB ON q'COMPARED ~'--' '� �' '� ~ '- �n,: TO BE REMOVED !11i1T_' IT!'=T17='=TIT_=TIT=1! BELOW FIRC GRAVEL.TYPICAL Ca ':T}-Nil i!T17=il}1TI}41T=IT IT - TIT='=TI 1711=FIT='_il7!' IT' I I I- — — — I I I FLOOR -I -I -II III !I_1 r- --r- -r 11 -11- -r1- ~1- - FASTING BRICK SKIRT WALL ON �}-1 _ CRAwISPACE _hl iLiIT_'1_i17='?TI i='=TI''r_'=717='=TI� LOOSE 7.212E STONE TO BE C FRAMING TO BE I I- I I I� -"�ITI'Lil'r'1 'r'1�i; rtl'- I REMOVED.TYPICAL Y'li 1 il't1 iL li r7111T11 I I 1 I I I REN.OVCD I I�IC I I I I-1 I - CCNiPII,Ipl15 A Mil.FCI.Y __ I _11=,rl ,yll„y-I� I I I I C I J I - VAPOR BARRIER.7YP. I Il'Y'll l 'r1 C'{r�'jl I� -1'li I 'tr il' ITl'1T1 I - _�1�_ rL-1 IT!'1F1 T=Y EXISTING DIRT FLOOR 'Y¢t 71 F TLl1i 1 EXCAVATE EXISTING GRADE I— -1I� III- III I r R I BEARING MkTEUNDI$IURBED ''' 1't1 '1i 171'171Y'11 _ 1 '" , -= UNDER STRUCTURE FOR EXCAVATE E:ASTINJG '__' '_ IIIIII GEARING MATE(IIAL J1'1T1TLIlTI il'tl il'1T1 i _ 1 1=y 1 GAVATEERNEW �T=="T_'1717= I I I— _ III EXTENT OF� /' I I_ IT.it , r=,-�I_=� =,,,=I= CONSTRUCTION OF NEW =1Ti= rq O zq•O.C. EXCAVATION �"T=�_''_"� —' ' C O N S"U LT I N G I N C.EXCAVATION !ll FOUNDATION WORK AND I I I III III—I I —CONCRETE FOUNDATION WALL _li r'ti IT'ITIT'_'iIT=' THE CONTRACTOR.SrWi BE 11'IT11�i'i' NOTE: .REGRADING �) 'il r'Y171'-'Tii'-'=TI�' I�' 171_1�,-1I RESPONSIBLE FOR PROTECTING THE ~7-'-NIT _ _ _ 1$ ul1 r�'111r' I I III _ - 250 DORCHEST 1 AVENUE Nm�vu, _ Da[ARINIG -' i�' ITI'1_ _ EXISTN'G V/OOD FRMIE STRUCTURE BOSTON. HA 02127 CONTRACTORSOPTIOuO RE, , THE BUILDING IN-MCE,OR SF.(617) q6q-2971 NCREIE STRIP FOpT1uG LL LLI 11 „yl DUIURBL a' 10' q TEMPORARILY RAISE OR NAVE THE 1==111==III==1I1=-I1 r=1I-_11 . • WOOD-FRAME STRUCTURE FOR THE eblQcbi<ona Vl[Inll-"' COMPLETIONOF THE FOUNDAnON w w w.cbico nsu--T Ili 1'i 'iT TI-I.LL'-I�I_11_ _1 EXISTING FIREPLACE TYPICAL EXISTING PERIMETER WORK. . . • '' 7 FOUNDATION DEMOLITION SECTION PERIMETER FOUNDATION WALL SECTION FOUNDATION WALL DEMOLITION SECTION V 5'N'E 3la•-t'-P 4 SGLLE ya•.t'-P 1 SCALE ya•-1'-P STRUCTURAL SIMPSON MA58IA.C. REPAIRS AT OLD EXISTING WALL SHEATHING ANCHOR 0 24*KASB O.C. AND SIDING TO REMAIN, tt. P.T.WOOD SHIM TO BFARWG SELECTMEN'S FASTING WALL TYPIC EXISTING BRCK TOREMAIN,ttPKAl CHIMNEY EXISTING FINISH FLOOR DETING FINISH FLOOR TO BUILDING FASTING FASTING TIMBER BEM1 TO FASTING 6a9 TIMBER SILL, FINISH FLOOR EXISTING TIMBER BEAM PEMAIN,TYPICAL REMAIN,TY? TYPICAL TO REMAIN 1R'P.T.PLYw000 CONTINUOUS PLATE BRICK SKIRL DISTNG 2.7 TIMBER JOIST. EXISTING 2.7 TIMBER JOIST FINISH GRADE-TO SLOPE Eh 7.B P.T. TM' 'u —�P.T.WOOD$HIM TO PDAWN,T/PICAI. EAsrwG wood LAM jHE jay_ 6ETVEEN BEM/AND �I CINDER BLOCK PIER TO BE ww� AWAY FROM BUIDIJG WOOD V.I.F. Z $IMP$ON NvW MUDSILL -7 BLOCKING ANCHOR CO 2q-O.C. REMOVE FULL EXTENT OF GRADE GADUCEM b FASTING CINDER BLOCK REMOVED,TYPICAL �qL • I GRADE AT PERIMETER FINISH GRADE OF CRAWL PIER,TYPICAL I r CMU MASONRY SPACE.COORDINATE WITH 'iARN$TABI1:. sm EIEVATIpN OF MUD SLAB AT - --1 L PERIMETER DETAIL A IL I I._I I. Ilil Ii I II II • • r OAROUNGPIERSTO • CuI�`III 1�III-=_I 1 II I II II 4= • • T,�it_��=r,��l�'T I_�'ryr!'i�.i'1',_!_T 11r•_�r",-_-_Fi'1__=i 1_r=7T_!_; r'sr'1 EXISTNG GIRT FLOOR E106 CONTINUOUS 6 ML POLY _ _ VAPOR BARRIER.TYP,I CONCRETE STRIP FILL EXCAVATION AREASFppnG ADOAl1ERNAIE rI T! T r 7 ML,D SI.hB ON ' `ems ' TOWN OF I— - UNDISTURBED COMPACTED GRAVEL, UNDERSIDE Of GRAVEL AT _TIN~ TYPICAL R CRAWLSPACE MUD SLAB,TYPICAL ,L ,1 EXTENT OF r11 6�� 16'O CONCRETE FOOTING �k=ll r BARNSTABLE WAVATTON NOTE: EXCAVATE EXISTING GWiD"c II b 121 r5 THE CONTRACTOR SHALLL BE RESPONSIBLE FOR UNDER STRUCTURE FOR 2331 MEETING HOUSE WAY PROTECTING THE FASTING WOOD FRAME STRUCTURE CONSTRUCTION OF NEW WEST BARNSTABLE,MA at— ABOVE TO REMAIN.II 6 THE CONTRACTORS OPTION FOUNDATION • TO SHORE THE BUILDING IN-PLACE,OR TEMPORARILY .................................: BASE OR MOVE THE WOOD-FRAME STRUCTURE FOR pnwhg Titl. i 6'0 UNDISTURBED tlFARING MATERIAL THE COMPLETION OF THE FOUNDATION WORK. TYPICAL FOUNDATION EXISTING FOUNDATION PIER �1 FOUNDATION SECTION AT FIREPLACE ��PIER SECTION AT FLUSH FRAMING DEMOLITION SECTION AT FLUSH FRAMING SCALE La'E T•P 2 SCILLl•1a-=1'-P STRUCTURAL EXISTING TIMBER BEAM(LOW) EXISTING FINISH FLOOR TO DTSTRNG FINISH FLOOR TO F M48 f CMU AT VAULT ONLY REMAIREMAIN.7YPICPL Wh35102 N,TYPICAL CTING FINISH FLOOREAmNcnMBERJasr — _____ E1unNGrw,BeRlolsr - --------------BEHIND ICI ftEMNN,TYPICAL FASTING FUISH•FPAME T®ER C)FINISH GRADE BEYOND EXISTING FLUSH-FRAME TI6EA BEI/WO TO REMAIN,TYPICAL BENATO RESHNFRA ETIB o7//R SEAMTO REMAIN,TYPICALLtlSTING BRICK IMIOIJRV VAULT CONTRACTORiOPROVmEP.T.WOOD$HIM—j OWFING 4.8 NABER BEAM fASTPIG WOOD SM.MSTRUCTURC TEMPORARY SUPPORT OF VAULT ILOW)TO REhWN,TYPICAL DEPTH OF FASTING VAULT WALLDUP111G DCAVATION. V.I.F. ANCHOR AI 221'O LL BETWEEN a.8 BEAM ANDA (GQ Ti. FOUNDATION UNKNOWN, SUPPORTS CAN BE REMOVED REMOVE FULL E%TEM OF EXISTING ADJACENT CINDER BLOCK PIER TO BE• ONCE UNUERWNNWG .• FINISH GRADE OF CRAWL REMOVED,TYPICAL KC 'E VEPJFY IN FEUD AND NOTIFY '2 GRADE AT PERIMETER EXISTING CINDER BLOCK ARCHITECT OF FINDINGS CONCRETE HAS CURED TO SPACE.COORDINATE WRIT HER.TYPICAL SUFFICIENT STRENGTH ELEVATION AT PERIMETER V�o ILIA L DETAIL Fd DETAIL fY 1. b'MEN•' s •• " _EXISTING DIRT FLOOR. SEE q/52-01 FOR MORE ♦ VAPOR BARRIER, 61.11E POLY - _- - - - --_ -- _- ' rr r . VAPOR 6ARRER,M �I,, ' -" 11 r 11 I INFORMATION •. �' A70 AL1ERNAif II I r I T''=TIT'11i1 r'�TIS_'iIT1'i17='�IT:''ili .. . 7 MUD SUB ON q'COMPARED 4 'r-'-'TIT=''TIT'=T1.......T i'ITIT='_Tli_ ` b • GRAVEL.TYPICAL Ay CRAVA$?ACE r 1�-1_TIT= '7='ilT='=TI FIII EXCAVATION AREA$ -1!i,TJ.'tr-Itl-I 71'1T,jL' BID OCUMENTS • ADD ALTERNATE r 1 • AROUND PIERS TO _ rl 1L= 7 MUD SEAS ON q' -- G UNDERPINNING CONCRETE UNDISTURBED BEARING COMPACTED G?AWL. • MUDDESRSBE�GRAVEL AT Llii - A CAL MATERIAL EXCAVATE WrrH TYPICAL Gy CRAWLSPACE tl it 2i 1 Tl' I TI 2 pO 16.9'SONOTUBE'FOOTING ' j'r•' m SM MSHOVEL OR BUCKET ••.. .... .•.. .... ... UNDER STRUC IRNG GRADE � 71MPORAILY SUPPORTS TO BfA2 1 h I TOTE: ' • AT A LOCATION OUTSIDE A 2:1 �Q 1 THE Co.iRACTOR SHALL SE RESPONSIBLE FOR UNDER STRUCTURE FOR Da[. 07/73FE012 PROTECTING THE DBSnIJG WOOD FRAME STRUCTURE CONSTRUCTION OF NEW f.ROM BOTTOM Of EXCAVATION .• 2 ABOVE TO REMAIN.11 IS THE CONTRACTORS OPTION FOUNDATION PfON�N1°"�' 699348 TO SHORE THE BUILDING IN•HACE,OR TEMPORARILY Prg1:¢M-4- CEB y 160 UNDISTURBED BEARING RAISE OR MOVE THE WOOD-FRAME STRUCTURE FOR Drawn or. LiLBLO j I'-10' MATERIAL THE COMPLETION OF THE FOUNDATION WORK. S.I. AS NOTED y TYPICAL TYPICAL FOUNDATION EXISTING FOUNDATION PIER d (D�;141ERPINING DEATAIL AY VAULT PIER SECTION AT LOW FRAMING �1DEMN ATLOWFRAMINGS2-01 B.w.I-I 6 sws:va•.1•-P 3 SGLLE w••r.o• d 25 DISCONNECT&CAP EXISTING CONSULTING I N C WATER SERVICE AT OUTSIDE OF DISCONNECT&CAP EXISTING WATER DISCONNECT&CAP VENT, BUILDING FOUNDATION. SERVICE IO OUTSIDE N BUILDING - BELOW FLOOR T CRAWL SPACE. 250 DORCHESTER AVENUE FOUNDATION. RE-CONNECT AFTER /IX. 1Y'CW ON RE-CONNECT AFTER COMPLETION RE-CONNECT AFTER COMPLETION COMPLETION OF FOUNDATION / OF FOUNDATION RESTORATION. OF FOUNDATION RESTORATION. RESTORATON. I BO STO N. MA 02127 IX.CW DN _ P..(617) 268-8977 F:1617) 461-297I ] - cbi @.<bi<o na 1 u1 an 11giinc.com EX. 1 Y.'CW ...:. IX.TANK STRUCTURAL IX.GAS DN� DISCONNECT&CAP EXISTING REPAIRS AT OLD WATER. RE-CONNECT AFTER n COMPLETION OF FOUNDATION F SELECTMEN'S IX.GAS METER RESTORABUILDING --------------_________7 . EX'n• EX.Ya'CW UP&DROP 1 iCW I IX.71'G ' G G�G G ] i ' i i • �"AE .p �. MASS. EX�; G J I I I A i639. �0 DISCONNECT.GAP AND MAKE SAFE IX.3i G TO " CAS SERVICE DURING CONSTRUCTION. HVAC EQUIPMENT� RE-CONNECT AFTER RESTORATION. OF G i TOWN OF FOUNDATIONN RESTORARATON. ' i --------------- - BARNSTABLE EX %"G RISE UP EX &'CW RUNNING ------------ n TO ATTIC SPACE I IN ATTICI i'a i i i 2331 MEETING HOUSE WAY ------- ---------------j WEST BARNSTABLE,MA a ��i IX.1S'CW UPV.ROP D_J nrirg Ti tla DISCONNECT&CAP WASTE BELOW ---1 FLOOR IN CRAWL SPACE. RE-CONNECT r-1 • AFTER COMPLETION OF FOUNDATION I I RESTORATION. �� FIRST FLOOR 60MPLETION JISCONNECT&CAP 4'SELOW FI_ODR IN°BAWL PLUMBING ETR iPACE RE-CONNECT AFTER OF FOUNDATION ESTORAT10N. PLAN LEGEND .......... .. .........: SYMBOL ABBREV DESCRIPTION IX EXISTING WORK(LIGHT) S/W SOIL/WASTE GRADE S/W SOIL/WASTE UNERGROUND DISCONNECT&CAP VENT, BELOW FLOOR IN CRAWL SPACE V VENT ABV.GRADE'V RE-CONNECT AFTER COMPLETION VENT UNDERGROUND OF FOUNDATION RESTORATION. - CW COLD WATER G GW WATER HOT FUEL GAS PIPING DP,DN PIPE DROP OR DOWN STEM' UP PIPE RISE OR UP GENERAL NOTES -� TEE LOOKING DOWN ONAI. -� CAP ON END OF PIPE 1. THE PLUMBING DRAWINGS ARE DIAGRAMMATIC AND ARE TO BE USED FOR THE PURPOSE OF ........... BV BALL VALVE ESTABLISHING GENERAL LOCATIONS OF PIPING RUNS,SIZES OF PIPING.AND QUANTITIES OF S, Reattlorc GAS COCK FIXTURES AND EQUIPMENT TO BE FURNISHED HEREIN.REFER TO ARCHITECTURAL DRAWINGS ETR EXISTING TO REMAIN FOR DIMENSIONOF S FOR EXACT LOCATIONS OF ALL PLUMBING FIXTURES.AND EQUIPMENT. IN e CIE CONNECT TO D(ISTNG THE ATHE RCHITECT AS ToTHE LFUCT OR IOCATIONSSOF ALL VISIBLE EQUIPMENT.IONS ARE NOT SHOWN. PERMIT FIELDDIRECTIVE FROM PERMIT SET TYP. TYPICAL W FFE FINISHED FLOOR E.LEVA71ON INV INVERT ELEVATION ..........................I.........: VTR VENT THRU ROOF Data 07R3/12' P4 Ib Numba. 09034-B I EM: NOT ALL SYMBOLS LISTED ARE APPLICABLE TO THIS PROJECT Dr Br. MVD Scia I/T=1'-7' C ARCIAI3ALUSKA•DESOUSA PO.0 YEARS25 B61L Ir_ IR I CONSULTING INC. Tr' II Ii II it II II 11 II 250 DORCHESTER AVENUE BOSTON. MA 021I7 l' P.(617) 26g-8977 - F:(617) 464.2971 Qcbi®cblcon[ul[Inglnc.<om - _ ww.cblcon.ul[Inglnc.com ' STRUCTURAL REPAIRS AT OLD SELECTMEN'S BUILDING ZHE tp�,_ EXISTING REFRIGERANT LINES - HARNSTABUL .TRAVEL UP TO ATTIC B Mom• N1 EXISTING REFRIGERANT UNES TO - PENETRATE EXTERIOR WALL LINES - - - a639' i I - BE DISCONNECTED Qt MADE SAFE TO REMAIN FASTENED TO WALL I I ( I I �E�/bMA'�a EXISTING PVC CONDENSA • \\ TRAVELS UP TO ATTIC A�DRAIN - TOWN Y��N OF / \ PENETRATE EXTERIOR WALL LINE TO FASTENED WALL BARNSTABLE LIM \ % 2331 MEETING HOUSE WAY WEST BARNSTABLE,MA . � Dnwirig Thk EXISTING AIR-COOLED CONDENSER. FIRST FLOOR TO REMAIN.DISCONNECT ALL CONNECTIONS k MAKE SAFE UNTIL - PLAN FOUNDATION WORK IS COMPLETE. HVAC CONTRACTOR TO PURGE AND RECLAIM/RECYCLE REFRIGERANT, . AND PROVIDED TEMPORARY - •,.- ON ALL PIPIINGTTEEWAINAnaNs•,� - � `H OF NEW WORK NO77-S - UV10'J'W�l7i� ® tiG• Fl `lll'1 1.UPON COMPLETION OF NEW FOUNDATION , EC v,; WORK,HVAC CONTRACTOR SHALL - 1! RE—CONNECT EXISTING REFRIGERATION LINES, Nl f� No. RE-FILL REFRIGERANT SYSIEY AND START-UP UNIT _ 7� 2 PROVIDE NEW 14'x14'RA DUCT WITHIN 1ST I I I I CHASE AND RE-CONNECT EXISTING RA GRILLE IN NEW LOCATION. GENERAL WDRK N01Es• 1.TEMPORARY DISCONNECTS h RECONNECTS OF EXISTING SYSTEMS WILL BE REWIRED AS NOTED ON DRAWINGS Q SPECIFICATIONS FOR THE RAISING OF THE WOOD-FRAMED — - STRUCTURE WHETHER OR NOT THE PERMIT SET WOOD-FRAYED STRUCTURE IS RAISED.THE CONTRACTOR IS RESPONSIBLE FOR w PROTECTING THE EXISTING BLDG•SYSTEMS. R EQUIPMENT.CONTRACTOR TO ENSURE ALL SYSTEMS ARE WORKING PROPERLY AT THE. Daca o7aX112 COMPLETION OF THE PROJECT REGARDLESS «[. v[qNumbcr. 09034-e OF MEANS h METHODS. Pr.1-M.-g- LV. - .. Sul. AS NOTED 1 S�UAC/21RSToFLOOR PLAN I 0 I 7j' GARCIA•GALUSKA•DESOUSA YEARSm am M M 00 CONSULTING INC. 250 DORCHESTER AVENUE BOSTON, MA 02127 Pcw w(6w1.7))b i2c6o18.89777 F.b( 7b 21 i®cc :6u9[n ginc.com n[el[ingine.com 0 C> - �� STRUCTURAL REPAIRS AT OLD SELECTMEN'S BUILDING BARNSTAB NAM I ' I _ r ! I ) f 1 I t639. r `0d � i TOWN OF ) BARNSTABLE 2331 MEETING HOUSE WAY tij4s ' WEST BARNSTABLE,MA ij HVAC-FIRST FLOOR DEMOLITION PLAN OF GENERAL WORN NOTES I 0 1.TEMPORARY DISCONNECTS R RECONNECTS OF DOSTWC SYSTEMS WILL BE REQUIRED AS ?I NOTED ON DRAWINGS R SPEaFICATIONS FOR THE RAISING OF THE WOOD—FRAMED STRUCTURE WHETHER OR NOT THE DEMOLISH DUSTING RA --� WOOD-FRAMED STRUCTURE IS RAISED,THE DUCTWORK RELOCATE D(ISTI {� y CONTRACTOR IS RESPONSIBLE FOR ) GRILLE AND PROVIDE NEW DUCT �1I((,,�� PROTECTING THE E)OSTIND BIOG,SYSTEMS, i CONNECTION TO NEW RA DUCT. 1[fiJ,Q, B A EQUIPMENT.CONTRACTOR TO ENSURE ALL SYSTEMS ARE WORKING PROPERLY AT THE COMPLETION OF THE PROJECT REGARDLESS OF MEANS kMETHODS NA 0.eWb,rc PERMIT SET E - D" 07/2LIx P[ojec[Number. 09021-8 S Proles K.M_ LV D.—By. MVD Scale: 112—1'4r , s�VAC—FIRST FLOOR DEMO PLAN �- GARCLA-GALUSKA.DESOUSA M D 1 .0 IL _ ..- _... SYMBOL LIST LIGHTING FIXTURES (w 99 fft--hed1M) FIRE ALARM SYSTEM Lmmm ABBREVIATIONS A 11Ls SHEET B A OEE7IAL LW OF SYMBOLS AND ABBIEVATONS AND 25 Fujammu LIGHT FOLIIIFE,cum MOUNTED SURFACE ® HOIVV PULL -AWSIIXTIO -YID 4W AFF TDQI fig,NDT ALL SYMBOLS OROR ABBRE�TIONS I�IfxESSM Y Low A ALU (� IIOTN/SIILOBE AG1'COMPLIANT SIGNAL-YID Lo'AFF TO Q. N. ��AMPERE 10CIL 7110UF.A10 CRCIR/IR I<$ ' OR RECESSED. ON 7H4 PROTECT.ALL EpUARYET B TO�PRCYDED UDEt 118 Q FOLIUIE OLH�OOIBFANr-OW NORMIAVEMERKNCY CROLRT. VISUAL AM'COIPUANIT SIGNAL-YTO IO'AFF TO Q, SECTION UIESS SPECFIOAULY LONCJUED OIIIERWISE AF ALP.FRAME KVI1 KLD-EDIT AMPERE SUPPLER AFF ABOVE FWNSHm FLOOR KW IOLO-WAIT �--�� Fumma CEM BARE wr CHARNEL sIRP OR AFO ABOVE FINISHED GRADE • INDUSTRIAL STRIP. ® CEWRio Yo1RTED P1groELlICrRIO BIMoI�° '� RF(:FPTA .I ES AIC NrERRUP INO CARAM L70 LIGHTING SINGLE INDICATEqH ORAWWHLLY LT EXIT SIGN,ARROWS AS ME SIIOLE DETECTOR ALSO USED FOR ELEVATOR RECALL (0'Dk°b fie.°!te'nfJ,uw) ARCH ARCHITECT MCB MAN CIRCUIT ENEAIER ®L SELF-OONTAIED 120 VOLT SMOIE DETECTOR. AT AMP TRIP � THOUSNO=CONTROL GETTER SINGLE FACE INTERNALLY Uf k70I SON w/EMERGENCY WADS. DUCT TYPE SYOIE OtTEL'IOR MRIH SAMPIlD TUBE. '° Sw(IaIED CURET,b'-INDICATES SWITCH CONTROL CONTROL SUBCONTRACTOR YCY THOUSAND CRCILAR MILS (�. �" - MOUNTED S'ABOVE COUNTER OR 4Y AFF.COORDINATE EXACT A g AUTOMATIC TRANSFER _ARROWS As ROWED ON ORAIEIOS FURNISHED BY EC.INSTALLED BY HVAC6 WRED BY EC. MOAMERICAN WOE GAUGE P MAN OBGtBITION PANEL YOIIMEIO IlElpfl WHIM/IRaLIECITRAI DRAWINGS. MOUNTING SELF CONTNm EMERGENCY UGHTN0 ULI F0131F THERMAL DETECTOR- 13I'F I=TEMPERATURE AND VFC' - GROUND FA)LT INTERRUPTER TYPE MOUNTED AT 42'AFT. IC1W0 CONDUIT NDUIT RO�V��Ep) MUD MAIN LUGS YID MOUNTED ONLY RATE OF RISE.Y'INDICATES FIXED TEMPERATURE ONLY. 192OW THERMAL DETWIOR-200'F FIXED TEMPERATURE. 'W - GROUND FAULT INTERRUPTER TYPE CAW CABLE TELEVISION YIO MOUNTING O O CURD MOUNTED FKTURE-RECESSED,SURFACE OR PENDANT �D" - ISgA7ED IX.M jWjCUE wrlN SEPAW1E aREDi aR0U1D 4 4 WALL MOU TED FDIT RE ¢ REMOTE RIMY NpCATOR-UMBEL COFUOUCIOR WHIM YE11AW SWITCH SIIOPE TO BOIAIED ORQEO BULB N PALL � C AS NIC II CONTRAC MANUAL T NU AI-2 FIXTUREIEYND SYSTEM GM KEY OPERATED REMOTE TEST SFATION WITH LED-LABEL. 8P' . SLIME PROTECTION RECEPTACLE CU O�OP� NNIIS FNOTMBER TO SCALE R I AI -FIXTURE U.CIRCUIT/TYPE 32e 11-SWITCH CONTROL ® ,,,�,,,oaTRa PANEL *W . TWIST LOOK rTPL OF DEEP E Pe �s CONSULTING INC.:: am 2-iIXRRE QUANTITY ® I=ALARM AEMNCATOR. Tw" WEATHERPROOF RIECFPIAC E WITH'NUR'LISTED OOVERPUATE oNM DIAMOND PC PUNNING SUBCONTRACTOR Q„rO POLE MOUNTEDFIXTURE-DOUBLE FOR WET LDCK WRM HYPE RECEP'1ACUE N90UM EC ELECTRICAL SUBCONTRACTOR pKP p 2 S O D o R C H E S T E R AVENUE �( RED FIRE AIARY gFAED11-WFAnE1PfIO0F N NFLN{ENQASVTRi N LOCK. END ELECTRIC WATER COOLER PVC POLY-VIMVL CHLORIDE CONDUIT B O S T O M MA 02127 Do ELECTRIC YETAUID TUEpD PWR POWER P.(617) 268-8977 FA FINE ALARM REF REFRIGERATOR F:16 1 7) 4 64-29 71 JAI RED FIRE MAIM LIGHT OVER MOM BOK-WEATHERPROOF. FPC FEE PROTECTION SYSTEM SUBCONTRACTOR ROS AM MNAN®STEEL CONDUIT SWITCHES (bT�IN MW 48-AFF EHH.o) ® ISOLATION MODULE t COMPUTER USE. OF Dun RECEPTACLE SEEC EI)BY OWNER. `bww.cn11cons�11t11^gl^c:com FM FIRILSHED AND RWALLED SN SOLD NEUTRAL CAM GROTTO SWBD S7RCHBOND ....................................: S0 %*SWITCN-'d DESp11ATES SWITCH CONTROL ® NEY REpOB1I0RY BOX(KFDK WO �2 NUMBER. HALF swncmm OV11UEr ALL 2p ALP. 12o VOLT DUPLEX mamAcm w Pawn CIRCUIT GENERAL CONTRACTOR TEL/DATA TELEPHONVOKIA S2 7YD POLE SWITCH OL SELF-CONFANED 120 VOLT CARBON YONINGI E DETECTOR SHALL BE RIPER RESISTANT SKETY TYPE WAG UNIT RFCEPFAClE4 AG NEVN0.VDUU UNI GROUND FAULT INTERRUPTER Tvp 7YPR'/1L S3 THREE-WAY S ITCIL AA?S 2OAMP. 120 VOLT SNOLE RECEPTACLE AR COLID1 WNW WO WIRE GUARD RIF E EDM MAGNETIC ODOR HOLDER -YID lO'AFF TO Q. T HP IIORISEPOWETt Sp SINGLE POLE mm WITH PLOT UOLT-OLDWS Al g �T - FIRE OEPNRIE}IF q BOLATED OAdRO IMP WEATHERPROOF POSITION WHEN RN VIBE OF LIGHTS OLOWs N tlt• ® * 20 ALP. 120 VOLT LXJPIDR RECEPUCLE;Y fDICAIES CYK.1Xfvinatimmm XFMR TRANSFORM STRUCTURAL S4MERALLIC CONDUIT MY S lXNi3. 2 MN WITCK nRT�OWEUID UIT REDFPIACUES SWIUL BE TAMPER RFSIsfAR IT NFORIWION TECHNOUM SIDCONIRACIDR EXPLOSION PROW SD ��sWITa- leoo WATTS uxa 20AIW. 120 VOLT DOUBLE DPLEX RECEPIA UL Ja AINCTION epoR �2' MOUNT ABOVE 72�INCHESCENTER REPAIRS AT OLD SWP wFATHERPTDOF sWIOLE POLE swTrcM *s 20 AMP..120 VOLT oLPLExTAaE 7 NDICME4 aRcur SELECTMEN'S NUMBEFI S Ur 9KL,_DOUBLE„OW SWMK BUILDING SF FAN SPEED ERWM ® DAIPU 4 BM OI VEER.3%% 128 �.3 POLE,4 Wff.MOM 14 M Sme THREE POSITION YOYENIARV CONTACT sWRCM-UP/DOWN aNm om ELECTRIC RANGE.IRA, 1n/ZOV.3 POLE:4 ARE,MM 14-M `1HE r Ll` WIRE AND RACEWAYS POWER . ow WINO AD WICEMY-ND.OF DAGONIAI LINES INDICATES ---�� MD./12 AM CONDUCTORS.ABSENCE OF OAGONIUL LINES INDICATES 2 3 W /2 ASE. WIRE PAl9Q NEARA ; �gKgpAg +120 40 VOLT, 1 PH NOT SHOWN IN COUNT BUT SHALL BE PRG110ED. NAM A A&A TD PAElN,-N0.V%AW EDIf'ATES N0.OF WIRE IS -MW LOAOCE TFR RAM MOUNTER 1679. 2D AMP 1 POLE CIRCUITS TO PAEL-UNLESS NOTED ® LEIER SOCKET -4f- FIFIE ALARM WNW-WIN.SIZE cONDURr.�INDICATES 4 014 TIN SOMA IN m � dNCIIOH BOX-SIZE AS REIOURED. TOWN OF °wQ%' Aoxim ea Emmm x N`W`W Mm TO umlffve - BARNSTABLE --�5E--- UNDERGROUND SECONDARY ELECTRIC SERVICE 013R 20-NDICAIFS LYE DS'E'IA FUSE Siff. TYPE-W NDHCATE4 HM 3R 2331 MEETING HOUSE Y BARNSTABLE,MA 5-0-!INDICATES SAFETY SWITCH SK �f FLEXIBLE C0HELTI0N TO EQUIPMENT ................................: 3R OF SM OBOONECT SWITCH HE11W DULY TYPE-W NI MM NEMA 3R o,� raa © WREWAY A9 RECITED. WO MAGNETIC MOTOR STARIER,W NWATES REDUCED VOLTAGE. ONE LINE POWER 1>0 ATM FUSED OISCON ECl AMMOM STARTER LOAD-BRE&K SWITCH. HORSEPOWER RATED THERMAL STITCH WITH FLIT LIGHT CIRCUIT w-4K RM ® TLMM-DIME TO IN E7YMIC/TI73OR.(AOOEPpNE MUM.WMRWROKI'S W MGPpEII TOO) ELECTRICAL CURRENT TRANSFORMER� ®L PHOTOCELL-ENUI 10 EntlWA1HC/K42O0.(ACSPGUBME ONAM.MAIMMURER'S NUISIOPPOL TO"� POTENTIAL SYMBOL LIST 0♦ LIGHTNING ARRESTER AND GROUNDING;TO PROTECT ALL PHASES. -y F- CONTACT,NORMALLY OPEN(Ha} .. .........: CONTACT.NORYALr aDSED OLD} MECHANICAL EQUIPMENT(REFve M MECHANICAL EaRPMELT SaHEIU14 ��SN OF M4 pS ®` SHUNT TRIP poa. Q ELECTRIC BASEBOARD-FURNISHED BY WAD.INSTALLED AD WIRED BY EEC. CAR LOS ♦ SYSTEM GROUND OR EDUP►ENT GROU IX ��CABINET NEATER-F UV I BY WAC.WIRED BY E.C. G. Un m (/.m� DeSOUSA —+ EXISTING EQUIPMENT V UIT HEATER-F d I BY KVA WIRED BY Eo. O E!ECMCAL Pb 410J3 L. J♦ DO11ED DENOTES E7051NG EgRP1E1RL EXHAUST F)LI-F Q I BY MVAC.WIRED BY E'.C. BASE BID 8 ALTERNATES NOTE: X �EOLPAL�I�NO REREMOOVEED AND ANIVE �� TEMPORARY DISCONNECTS AND RECONNECTS �F S TE C"O FAMEL pmlo}_.{4T CO�IOM M CARBON MOND7mE MOIDOR-WL 3014 AWL PER ypDpR, OF EXISTING SYSTEMS WILL BE REQUIRED AS \ XY OWING EgINENF/0 IEIWL `/ " NOTED ON THE DRAWINGS AND SPECIFICATION `ss NA ® n FOR THE RAISING OF THE WOOD FRAMED OLJ STRUCTURE,BUT THE RAISING OF THE WOOD xW BMW�� To BE BELOVED AND TERINNL BOAR-Ftl BY HNAC WIRED ay E.C. FRAMED STRUCTURE IS A"CONTRACTOR'S XL I1 OF REIOG E R�m EDT FS D MOTORIZED FRE%SII010:CAMP &I BY"PC,WIRED BY EC OPTION'IN ORDER TO COMPLETE THE WORK OF )IN omTED EOLRAYDT TD E NERVED AND iLW '/ Ef>IPIE1Rf NSWLLD N SINE LOCAOLL TO P'OWE1t A FIE A/1A11 � THE FOUNDATION. IF THE CONTRACTOR OPTS Rill REMOVE AND IDMSOLL N SITE LDDAIIOML TO SHORE THE BUILDING IN PLACE, PERMIT SET 2 MOTOR-NUMERAL NUCATES HORSEPOWER TEMPORARY DISCONNECTS AND RECONNECTS MAY NOT BE NECESSARY,HOWEVER THE •..................... CONTRACTOR SHALL BE RESPONSIBLE FOR D w 07ron2 - PROTECTING THE EXISTING BUILDING AND ALL ftl-N-6-.. 09034-B: _ SYSTEMS AND EQUIPMENT AND ENSURE THAT p;i�Hansa-py, SAW ALL SYSTEMS ARE WORKINGPROPERLYATTHE Dra-By. Mq)c; COMPLETION OF THE PROJECT NO MATTER WHAT THE MEANS OR METHODS ARE. �° NorroscnUt GARCW[3ALUScont4im�KAPOESOU SA EO. I ..................................... �� \\\\\ \ GROUND CLAMP SEE F10.2 \ CODE NUMBERS FOR PRE SOES OR \ � rtoN DEscRPT1DN p 36'RADIUS GA MA ED STEEL SWW THREE RISER ® ca url LEmam-aAWAQED srem STRAPS RISER STRAPS \\\\\� - 6• Q4 LAO SCREW 31W a 3' \\\\\\ ® RISER WE Ca6EC10R \\\\\\ \ \\ \ 06 M COPPER SOLID BARE(24•LONG) CONSULTING INC.: BOND MARE FOR 250 DORCHESTER AVENUE CONNECTION TO BOSTON. MA 02127 GROUND AND \ LAME SHEATH$ P..(617) 268-0977 \ M BAIRE COPPER. (617) 464-2971 NEW UTILITY METER 0 BUI G EXTERIOR Nd1E a cbi@cbiconsulsinginc.com OLD SELECTMEN'S BUILDING UNDER &MMNAM\ www,cbicons•ltinginc.c*m RISER POLE ......................... : UNDERGROUND SECON ELECTRIC SERVICE, GROUND CLAMP EXISTING OVERHEAD CTRIC SERVICE FROM EXISTING (2) 2" SCHEDULE 80 PVC MINIMUM 30 N07M WEATHERHEAD TO EXISTING METER SOCI(ET, BELOW GRADE w/ WARNIN TAPE 12" 1' RRISER ISEET WCONDUITS KILL BE PaLOCAITID N THE INCLUDING WEATHERH METER SOCKET, SHALL BE '� GRADE) UNDER PO6SIBLE BEN THE GLBIRTER ATrAr FRaI FIGURE 2-RISER GROUND ClA1P REMOVED BY THE E.C. UNDER ALTERNATE _ �- APPROIC11"TRAM STRUCTURAL (COORDINATE DISCONN \ON WITH U�.) `�' l UNDERGROUND TELEPHONE CE, ( I SPAS CONOIRT SHALL BE CAPPED S'ABOVE GRADE. INSTALL GROW CLAMP AS SDwN Ca1D6T TO POLE STORAGE�j 2' SCHEDULE 80 PVC MINIM a A 2�ew�caPPEa wRl oaINTEtaasE ro BE H ee SOUR cow ,m POLE ( 3 DING CONDUCTOR. REPAIRS AT OLD ROOM BELOW GRADE w/ WARNING T E FORA ANCE a AND CONNECT Tp IWARA.INSTAL 6 FEET BELOW GRADE)UNDER SELECTMEN'S T►Is CABLE ro BE NNsrALID w TNAiMAm a HNounwo OVER wN�E Ao aowNEcr RISER tlRouHD AT OAST A 6'SEPARATION FROM DUCTS THREE FOOT TAL CLAMP TO GROUND WOE ABOVE MOULDING AS SHOWN. ° TO BE LEFT AT THE BASE OF THE POLE FOR ATACNENR BUILDING \\ TO GROUND ROD.CONFIRM MRN UTILITY CO. 2 POLE RISER DETAIL �114EA PROVIDE SURFACE LB UNDERGROUND SERVICES (3) 2- SCHEDULE 80 PVC OONDUR, EO,2 sCJ E--.-- FITTING ON EXTERIOR (2) FOR ELECTRIC SERVICE & SPARE AND (1) FOR TELEPHONE �.a. WALL & PENETRATE SERVICE. (MINIMUM 30 BELOW GRADE w/ WARNING TAPE 12-INTO • • UNDER ARTERNA AGE ROOM BELOW GRADE) UNDER ALTERNATE 42 gr� EXISTING OVERHEAD SERVICE TO UNDERGROUND TELEPHONE 1�2'---SC46ULE 16.39. �0g SITE NOTES: EXTERIOR WEATHERNEAD TO BEs 1.DID NOT RUN ANY IBDERGRONAD RACE3NAY3 REMOVED BY UTILITY Co. 80 PVC CONDUIT (MI _BELOW GRADE w/ •FD Mp'l MAR PLANTING AREAS OR FIELDS. UNDER ALTERNATEs2, WARNING TAP BELOW-GRADE) UNDER a REFER TO DRA =FOR LOCATIONNs COORDINATE _ TOWCOORDINATE ROlmtg MIIH CIVIL, TELEPHONE SERVICE "'" 2-REFER ro RIDUM OF�oS. FOR F]4CT _ --'PULL BOX, UNDER - BARNSTABLE - ALTERNATE 92 $ 3 2331 MEETING HOUSE WAY �•2 WEST BARNSTABLE,MA --"J "-- APPROXIMATE LOCATION OF EXISTING Brea...........................: UTILITY POLE #47 w/ POLE MOUNTED D w TRANSFORMER. TO BE USED FOR NEW SITE PLAN ' _ - RISER POLE UNDER ALTERNATE i2 - E0.2 SCALE: 3/18•-1'-0• -'' SEX @@ ELECTRICAL SITE PLAN AND DETAILS 40 . ........: ,��•��(DFh;�S 7 361/4 33 LBEARING �p CRRLOS cy� c V. ro o DoSO SA El E T D:CAL i BASE BID&ALTERNATES NOTE: s • ® �• TEMPORARY DISCONNECTS AND RECONNECTS -� e (31111) ' OF EXISTING STEMS WILL BE REQUIRED AS NOTED ON THE YDRAWINGS AND SPECIFICATION /S T C?'"O 'IC FOR THE RAISING OF THE WOOD FRAMED `r 2 It 6/6 a 11 �� AX1W0. STRUCTURE,BUT THE RAISING OF THE WOOD E�Z--NN11IllTi FRAMED STRUCTURE IS A"CONTRACTOR'S L�II103 UIIC 2 4X 13/16 OPTION"IN ORDER TO COMPLETE THE WORK OF ReA 4 PLACES T 36 THE FOUNDATION. IF THE CONTRACTOR OPTS E� 41/16 21 BUILDING IN PLACE. TEMPORARYTO SHOREiDISCON ECTSANDRECONNECTS PERMIT SET 35 J1fflCjDZj w-A MAY NOT BE NECESSARY,HOWEVER THE CONTRACTOR SHALL BE RESPONSIBLE FOR ....................................: 1/2(13)X 4(1021 PULL PROTECTING THE EXISTING BUILDING AND ALL ' SLOT w/6 1/4 161 COMM PM SYSTEMS AND EQUIPMENT AND ENSURE THAT � 07MIll: CMPLACER ftj sN-bcr. 0903" 36 7 36 7/13 ALL SYSTEMS ARE WORKING PROPERLY AT THE 66 ( 11RU - COMPLETION OF THE PROJECT NO MATTER P,OI-M.' SAW v 1/2 1/2 I •N1) 4 X/ 13] WHAT THE MEANS OR METHODS ARE. Dawn Br. MR)c Scala AS NOT® 3 PULL BOX DETAIL 21/2("I `°°° EO.2• SCAM N.LS. �®USeKA..DESOUSA Mw w�i w .g . wa rq••� BRANCH CIRCUrr NOTES: +. COORDINATE EXACT LOCATION OF W ARCMIECT PRIOR TO NSTTi LLAI a 25 DEVICES AND EQUIPMENT Z LOCATION OF •ANY CHANGES AND FOR EAACT a YEARS WM 15 SIDWNSI M ON DRAW=ONLY FOR SPECF1C ROUTES OR SPECIAL w Rh D CWINUIW ILLRRIWEE RCUIMEBL GESG LL6ES 5. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHIOWK IT 19 THE INTENT OF THESE OOCUMEN11 THAT A COMPLETE BRANCH r--------------------FEN T---LECTIC SERVICE I-IFR ———————— A TIME FOR CROMT WPM SYSTEM BE Nsd11ID. --------------i B�� C i� UGHRWO a WtCUI COPPER MINIMUM 12 SINLL�911011�CONO,PAM ow I I RAW Na WELL LIGHTS VOLTS RATED UNLESS AND SOL NOIE'D/.B RNSISNG OF BUILDING STRUCTURE T. P RATINGS F+NAL LOCATIONS OF EO1mMEHFT\LTH1 oMNEt LOAD CENTER I FCOMPL TIO I a CONTRACTOR E FASPONSMLE FOR FUMD VERFICATION OF ALL OLIESIM C-R A PROVIDE ALL EMPTY COMM WITH PUL-SIRNOS I I B4ml Tl�j I �SHALL 1a ALL rrraa swrt BE N susADE METAL RAcdur N ACCORDANCE wTrH CONSULTING INC.: I I Ito I PHOTOCELL / NED ARTICLE 30k WHERE E WOSED N OCCUPIED SPACES. RUN ALL CIACIR OFF WRNG CONCEALED N WALLS.ATTIC AND CRAWL SPACE WNW POSSIBLE. 11. AID CAVE 6 ACCEWAfLE WI®E RlN COIFCFAED N WALLS.ATHC AND 250 DORCHESTER AVENUE I I CRAWL SPACE FOR B ANCH CRCUIIS AND FRE ALARM. B O S T O N, MA 02127 I I I I I 12. PVC CONDUIT IS ACCEPTABLE WITHIN CRAWL SPACE AND LNOERORONIX P.(617) 268-8977 EN"m I to GENERAL CONTRACTOR WILL BE RASING EN1RE BULDNG N ORDER TO F:(617) 464.2971 POUR MR FONDMIO1 DISCONNECT ALL CONDUCTORS.CABLES. cbi@cbiconsulainginc.com L---------- I RACEWAYS ETC.BETWEEN BUILDING R PAWL SPACE AS www.cbicansultinginc.com KIMFM DWAL ED BY IS LOWERED T FOUNDATION.�ONCE fUULDDO L .......................... IlR7i: I UCOMMlan ADD FEEDER ' ' wDER°L �'H""ffnm F STRUCTURAL FDLIDAR 10NRsrDHaT4 NEW TIME WELL 70� LI.WT NEW + BRAN MU�G�/ o REPAIRS AT OLD SELECTMEN'S BUILDING GROUND MOUNTED LICHT GELOW GRATED WELL.TW L-------------------------------------------J UNDER d �(2). �tHE t°�,_ 1 FIRST FLOOR ELECTRICAL PLAN — NEW WORK I a 16 �.4b FDMAYA TOWN OF BARNSTABLE 2331 MEETING HOUSE WAY WEST BARNSTABLE,MA ........a............................: Dnwing Titl ELECTRICAL FLOOR PLANS ZH OF A,14 c CARLOS cyG G. n BASE BID&ALTERNATES NOTE: C"c')OLISA TEMPORARY DISCONNECTS AND RECONNECTS EL rCTRNCAL N OF EXISTING SYSTEMS WILL BE REQUIRED AS t .41003 NOTED ON THE DRAWINGS AND SPECIFICATION Q FOR THE RAISING OF THE WOOD FRAMED .�OF CIS ,RF.� STRUCTURE,BUT THE RAISING OF THE WOOD FRAMED STRUCTURE IS A"CONTRACTOR'S s 0 E� OPTION'IN ORDER TO COMPLETE THE WORK OF •..... THE FOUNDATION. IF THE CONTRACTOR OPTS TO SHORE THE BUILDING IN PLACE, TEMPORARY DISCONNECTS AND BE NECESSARY,HOWEVER C RECONNECTS ENECTS MAY NOT PERMIT SET CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING BUILDING AND ALL ....................................: SYSTEMS AND EQUIPMENT AND ENSURE THAT ' ALL SYSTEMS ARE WORKING PROPERLY AT THE Daca 0IM112' COMPLETION OF THE PROJECT NO MATTER Ro)ocs Number 0903" WHAT THE MEANS OR METHODS ARE. ftl—H'&- SAW: Dram Br. MQ IC: Scala AS NOTED' Ift GARCIA[iALUS"DESOU A ELI � � GENERAL NOTES: • 1. THE SCOPE OF WORIL SMALL INCLUDE PROVOOM All WORK IDIGUED, AND COORDINATION WTII ALL TRADES,SCOPE OF WORK B INDICATED ON TIE OONPRA4T OOCIAEMIS NCUNDq THE O AWM AND THE SPOCi1CA1f01t4,WHGI ARE C01Pll1ENTNNY.WORK INDICATED N ANY CONTRACT DOCUMENT SHALL BE CONSIDERED PARE OF THE SCOPE OF WORK IN WORE REDURE OTS ARE NOT INDICATED N PURITY Oo1FYVN/POL! BOTH DOCUMENTS.w1ETiE 00QJIE7AS CgilM.T MTIIW TETL41VE4 OR POINTED TRBY LC.ER. WITH CODES AND REg4ATONS.PROVgE liE HIGHER OIlANR1Y AND Qt01l�D 8r EC QUALITY AND FOLLOW TIE STRIPER RFDUROIENIS. 2. ElL CARPAL WORK SMALL BE N ACCORDANCE WITH OSHA,NFPA$TAMAR=THE. LL:AYE 10'C06ED£TACK ELECTRICAL CODE AND THE LOCAL OO OtNINO AUTHIORIBS,THE ORAWN64 AND ATSEC�SECONDARY w M l An I SPEC TIONSUTILITY AM �Nm ATTEMPT ro O10MJ1TE ALL WORK REDURED BY CODES L16.TERIIIIIOIONS'OR A TEST ALL fOUPMENT ND SYSTEMS INSTALLED ro COMFY COMPLIANCE WITH ORA,MG%SPEpFI ATICIM OOOES.LOCAL AUTHORITIES AND RMULA70M INCLUDE LABOR AND COSTS FUR TESTIN%REYEMS.APPROYMS AM CQRFICATIONS. 4. DRAW=ARE OMORAIONTMc ONLY.DACT LOCATG4 MOUNTING HOOHTS OF EIi73PN0 120/240V,, PH, DOSTIOG COLIPYDR AID ROUINO OF RACEWAYS STALL BE COORDINATED WITH THE EQUIPMENT 3 WEE,IOV/2P MAN POLE REQURD1OIB AND FIELD CONDITIONS. CD=TTOIB POW ROOMN LDAD 6. FURNM AND ELECTRICAL WORK COOMPLETEE AM W"FOR TpK ALL INCIDENTAL ACCESSORIES�SSIIR/ToYNE THE g� � 0 MP 4W.I PN,W.NEVER 6. SUPPORT ALL WORK FROM THE BUILDING SPRUMUM , SOpET NO INSTALLED BY T. ALL MOUNTING HEIGHTS ARE ro CEMIERLRE UNLESS OTHERWISE NDrATED. CONSULTING INC.:: E.D,MOUNT To EKID60R of mum 6. F EKACT IIOUIIIUE OR RACELYAY N PRIOR ARE NOT IC,OR I (IALL T1011 � � O OR MNEIOHII)REQUEST ClNS1GTI0N PRIOR ro R.oLIOHIa,OR B6 ALLATION. 250 D O R C H E 5 T E R AVENUE L-- B. EIECPRCAL WORK STALL�RECESSED Nro WML4 OR 8 0 5 T 0 N, MA 02127 CW��j.CONDUIT COUNGS UNLESS OTHERWISE�A�' P.(61 7) 268-8977 rC ABOVE FINISH GRADE iQ CO,NOT INSTALL OUTLETS BACK ro BACK PRWCE 24 NCH SPACING N FIE F:161 71 464-2971 RATED WALLS. c bi@cbi cons ul ti ngl nc.co IT. PROVIDE ELECTRICAL SET PLATE OASIET SEALS AT RECEPTACLES,SWITCHES www.cbiconaul tinginc.com ; AND OTHER ELECTRICAL BOXES ON DITDTIOR WALLS AND INTERIOR WALLS BETWEEN .............................. ptOUD PER C00! CONDITIONED AID NON—OONDMOFED SPACES. 12. INSTALL A CREDO G OUNDNO CONDUCTOR WITHIN EACH RACEWAY S®N 301 AWIL(( rc ACCORDANCE WITH THE ELECTRIC CODE PLUS(1)2 SPARE I& PROVIDE WANDITIGHT AND GAS TgHT'SEALS INSIDE AND OUISDE OF CONDUITS THAT PENETRATE THE FADING BELOW WADE,OZ COONEY OR APPROVED WAAL NOT PROMWDITER TIGHT EN HT SEAL AT PENETRATIONS ABOE GLADE STRUCTURAL PROWOED �eae>f aICE SMALL BE FLOORS OR FOALNOWT MM 10 SLAB)'uLLs PMW MITI.LISTED SMOIGE NO FIRE SEALS AT"LL P�'�'"A10NS„�01W' REPAIRS AT OLD I& LEE CAUTION TO A%=DAMAGE TO COSTING UTILITY LIES AND/OR MUM ro mim INDICATED, 1 ONE LINE RISER DIAGRAM I& � T WORIONG IN ��BE�L,••,w,12 Ate.SM SELECTMEN'S E2.0 BI•Mc KTs BUILDING p�pF IHE x � HARPTSE'AJBi.E, + . 1lEABS. i639. ED MA'S Is TOWN OF BARNSTABLE LIGHTING FIXTURE SCHEDULE 2331 MEETING HOUSE WAY ALL fDT11RE5 SMALL BE FURNISHED COMPLETE WITH ALL HAROHEARE, WEST BARNSTABLE,MA LAMPS. HANDERS,FRTINO,ETC.,FOR A COMPLETE AND PROPER INSII LLATION Dnwing Tida POLE MANUFACTURER CATALOG NO. Mn). VOLTAGE LAMPS REMARKS TOE Ib. WATTAGE TYPE Su HYGEL /62WF!)`120V—WIT—w WOUND 120 1 36 LED MOUNT WITHIN WELL"DOW UNDER AXMHAZJ* - ELECTRICAL RISERS & SCHEDULES ACCEPTABLE EQUAL MANUFACTURERS 0 GEDN LEE 1ADC0 •....•.... .. .. \,ZN OF M4Ss9c _o CARLOS 5G LIGHTING FIXTURE NOTES r n^S�: M Cl. ' JUSA t� 1. FURNISH ALL LIGHTING FOGLRfs COMPLETE WITH MOUNTING ACCESSORIES ro MEET EL CTF,ICAL THE JOB REQUIREMENTS.VERIFY CUM AND ONO TYPE PWOR TO ORDERING F .41 CO3 FDTU OL RIDER TO LATEST ARCHITECTURAL ORIMM BASE BID&ALTERNATES NOTE: TEMPORARY DISCONNECTS AND 2. DESCRIPTIONS AMD NOTES WY INDICATE TELLS THAT ARE NOT INDICATED BI THE CATALOG NU B13L OF EXISTING SYSTEMS WILL BE REQUIRED AS S SUBSTITUTIONS SIIBUTED SHALL BE DOCUMOM AS EQUAL N PERFORMANCE AND APPEARANCE ro THE SFLxF7ED TELL NOTED ON THE DRAWINGS AND SPECIFICATION FOR THE RAISING OF THE WOOD FRAMED a tF16Y FDTIf111E MGRITNO FlOt AND LOCATIONS WITH LATEST ARCHITECTURAL ELEVATIONS STRUCTURE,BUT THE RAISING OF THE WOOD '' '' '' ........... AND CETAL ORAW6IOS EKACT lAG1fON OF FUTURES SMALL BE CONFIRMED WITH THE ARCMELT FRAMED STRUCTURE IS A"CONTRACTOR'S PRIOR TO ROUGHING. OPTION'IN ORDER TO COMPLETE THE WORK OF 4. FINISH DOLOR FOR ALL FWT RES,UNLESS SPECIFICALLY INDICATED SHALL BE SDECTED OR OWi10ED BY THE FOUNDATION. IF THE CONTRACTOR OPTS THE ARCHITECT FROM MANUFACTURER'S STANDARD CGCRS TO SHORE THE BUILDING IN PLACE, PERMIT SET TEMPORARY DISCONNECTS AND RECONNECTS - MAY NOT BE NECESSARY,HOWEVER THE ...•................................ CONTRACTOR SHALL BE RESPONSIBLE FOR D— 070112: PROTECTING THE EXISTING BUILDING AND ALL Ftgoac Number 09034E: SYSTEMS AND EQUIPMENTAND ENSURE THAT ProlectMamVr SAW ALL SYSTEMS ARE WORKING PROPE R LY AT TH E COMPLETION OF THE PROJECT NO MATTER Era—BT. MB,JC WHAT THE MEANS OR METHODS ARE. Sole AS NOTED GARCIAICALUS"DESOUSA E2.0 wNIOIG4A� ar.raA ..................................... GENERAL DEMOLITION NOTES: ILI +. RUM w CEMOUTION S�IpN OF S7 %i►na IN REOUIREla2 MTI L 25 EE OOFNStREiW oEV64.R AAE AFFECIEa BY TE OEIOIJTION MKMMN 11MS CONTRACTOR SWILL PROVME NEWYEARS SEANCES AS REQUIRED ED TO MAINTAIN SUCH DOWNSTREAM DEVICES. a ALL CEVXW OoEOTNEIRW1ICIOft =DR MD OEnN lTAS ENAIDN ac olSFoSAI.OR STORAGE F OR As DIRECTED BY THE OWNER.FOR PURPOSES OF PWING;THIS CONTRACTOR SMALL ASSUME TNT NO DEI OR EQUIPMENT WILL BE RE-USED UNLESS SPEOFIGMLY NOTED AS SUCH. C IT 6 NOT THE INTENTION OF THESE DRAWlGS TO SHOW ALL EQUIPMENT m BE D60011ECIE1D AND RENIDVED. rt SWILL BE THE RESPONSIBILITY OF 7HS EOMwcTOa m VISIT my TIE 9RTE ttaoR m sUBIFTINO NSAEJL H)m DETERMINE ,p1 THE BUCT 011A AND TN1ES OF COURP ENT m TE [(Ml REMMEM xM - B. PAROdRNt CARE SWILL IE TAM m AVOID CREATING 1------ MAISEIINIY SERVIC HIAZARDS ON�M PLLAO=OR CAUSING OISRUPBON OF 1-----J TO C- R I 1e L-I bmwm ALErt COMM XM O E AT°01'AND WORKMANLIKETOEXISTING; � CONSULTING INC.:: : - -------? r--_ �m--, taoeum—- BaApEENr NarwnD m BE Ram am m THE OWNER F� IL I CLG m SMALL IMF PRESENTED m THE OWNER N OODD CONDITION AT `.� L--- 7 1 EQUIPMENT S FSWED FROM THE SIRE. - A LOCATION GEMMED BY THE ONNIM ALL OTHER 250 DORCHESTER AVENUE BOSTO N. MA 02127 7. REMOVE ALL A6000NED COIWUCTORS AID EOUi"NOT BUILT INTO THE BUILDING CONSTRUCTION.WHERE CUM P.16171 2 68-897 7 AND WALLS ARE REIDYEA ABANDONED WIRI D SWILL BE F:(6 1 7) 4 6 4.29 71 REMOVED.AND EQ4 OF LIVE SERVICES m BE 06COMMIZIED cbiQcbiconaul[Inginc.com AND QNT T'. www.c bi c o ns ul%I ngl nc.com 0. ABNDDIN D OFIOM GULF KID WALLS SWILL BE MARKED ....................................: ABNDOIED'. ' ` 9. GENERAL CONTRACTOR MILL BE RAISING BALE BUILDING N ORDER m POUR MEN FOUNDATION. OISOOWNECT ALL CONDUCTORS,CAKES.RACEWAYS ETC.ET MEN WILDING a FOUNDATION.OWING,NO=ONTO MEN RECONNECT � STRUCTURAL REPAIRS AT OLD SELECTMEN'S 6 BUILDING CF IHE t 2 ATTIC — DEMOLITION '' 'o� ED 1 .1 SSE:+�.•-,-G- BARNSTABLE. MAM _ i6�9• `0g1 D MA'S L► EL4TND�N�SIAR ELM(IRICTNSOMCE METER �; TOWN OF SCOGESE NREIGODD REJ1Y Ca.E �9NLL N COIDIRT 70 METER SOCIET PAR MaNTm REMOVE COMM IEIER SODIo:T.UNDER 0 BUILDING ETETaoR BARNSTABLE m UDESbE ai EAVE�_ _-----_----sm&voZ----------- ---- ----- 2331 MEETING HOUSE WAY OW.FOR 2) ' \ 1 WEST BARNSTABLE,MA r OISCONEN.T!REOONEN.T OMy TELEPHONE o" V . ....................................: ( EQUIPMENT WITHIN VAULT, �l _LOW_ ��4— � SE� D�wlrg ras I J/10 m TELL ( p+. M 10��1 7� 7� 7Q� J KM I RENIDVED7BV U&Ca ' - - J OLD WATER SERVICE I T ------1/_- I �L_�L�C.. � I uDm EL�A�Q _v___ �' MBIH GROUND WELL I 1 ELECTRICAL ," no rely m i I )°'dam;G, i �i9M Xwo�'°N i EXISTING I ROOD F II ,/yaO iIT'��PULLC II� II1 >d ____III e f a<FLOOR PLAN L_ ---- --- ° _ _V - - ____T .�� _ _ -------------------- -, Us) TELL .. . ... . c�.S G.S .... xNe xm RAISING OF THEj�{OF Ings�BA E M SHALL ascaaEcr � i I �c�II ARLOSSTRUCTURE e RECONNECT ONCE nC I IT I DI1 KP --------- -;w IS BAgI IN PLACE. G. T ous nJ -----A-----' L`' 1L---IJI I<xm nl,l I I BASE BID&ALTERNATES NOTE: P aO.41(;� I 701 ��pM I �% 1� J c I PAR LAB M+MRII TEMPORARY DISCONNECTS AND RECONNECTS I �� 1y01 J 'FaR OF EXISTING SYSTEMS WILL BE REQUIREDAS E I INd ---- I- - J < >� NOTED ON THE DRAWINGS AND SPECIFICATIONxho F MOM MN)OM bM )N MOM MN !l9pl i FOR THE RAISING OF THE WOOD FRAMED .S/ L xwl� )y I STRUCTURE,BUT THE RAISING OF THE WOOD ..... .............: I I FRAMED STRUCTURE IS A"CONTRACTOR'S . I I OPTION'IN ORDER TO COMPLETE THE WORK OF THE FOUNDATION. IF THE CONTRACTOR OPTS L-------------------------------------------J PERMIT SET TO SHORE THE BUILDING IN PLACE, TEMPORARY DISCONNECTS AND RECONNECTS E MAY NOT BE NECESSARY,HOWEVER THE 6 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING BUILDING AND ALL Da, 0723112 w SYSTEMS AND EQUIPMENT AND ENSURE THAT AOI0LN116-. M24-8' ALL SYSTEMS ARE WORKING PROPERLY AT THE fti-M.W SAW COMPLETION OF THE PROJECT NO MATTER D—Br MB.)c WHAT THE MEANS OR METHODS ARE. S.M. AS NOTED 1 FIRST FLOOR — DEMOLITION SCALID Lapq GNSAAW aALUSKMDESOUSA ra r �