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0071 BODICK ROAD
i �� � n ( � U E i t � , /o , I WkS it+t /4- F/)JfZ- �t 620-/�C4�,�l e- OJou L� I Date: May 25, 2018 e To: Building File RE: Work Without a Permit Address: 71 Bodick Rd, Hyannis Originator: AJ Pulley Complaint: Work without a permit Enforcement Process Steps r ® 1. Initiate local investigation: RA/Jeff ® 2. Document/enter into system Yes ® 3. Contact ® 4. Property Owner Torrence, Claire C/o The Begley Companies 5. Seek access to subject property 6. Seek administrative warrant(if necessary) NA Ll 7. Notify state authorities of findings NA 13 8. Document conclusion OPEN ® 9. Referred Build ing/Lauzon Property—343-018 Site is developed with a 1 story commercial warehouse (1973) on 0.78 acre in the B zone. 05/25/2018 AJ Pulley, electrician reported there is on-going construction work and no building permits. . I. Town of Barnstable Building. >PostTh�s CardSo That�t>is Uislble From;ahe Street A pp`roved Plans Must be Retained on Job and this Card Must be Kept ' tA$N'3'E'ABI.1:.' "S-' Z m'"• -•7.3 .a;':, u_3 i:, "„� ax,' ; a ' Y .'r` "-s 'aka, �• :^;.`�;. V a` • NAM 6 Posted Untrl F�nal�lrspection�Htas•Been � .•;x� �E � � `��� 3p a � a r.. 5 W .< so- .. ...a _, v s �• W.here�a�Certificateof Occupancy;isfiRequ.wred,such Bulldmg�sh.all Not��be Occupied�until a;.F�nal Inspectwn.has been made Permit Permit NO. B-18-1763 Applicant Name: KENNETH MONIZ Approvals Date Issued: 07/17/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 01/17/2019 Foundation: Commercial Map/Lot. 343-018 Zoning District: B Sheathing: Location: 71 BODICK ROAD, HYANNIS K x M Contractor�Name •KENNETH MONIZ Frami 7 p Owner on Record: TORRICE,CLAIRE L TR r Contractor,-License CS=097544 /3uV 2 Address: C/O THE BEGLEY COMPANIES ` i Este Project Cost: $60,000.00 WOBURN, MA 01801 Chimney: Permit Fee: $646.00 / Description: construct showroom,construct 2 office spaces 1 break oom, Insulation: reconstruct existing bathroom FeePald ' $646.00 W' Date 7/17/2018 Final: Project Review Req: 4 a r_1� Plumbing/Gas .. 3 s: - w Rough Plumbing: �. Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorised by this permit is commenced within six months afte,issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents forxwhich this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zomng�by laws and codes. Electrical This permit shall be displayed in a location clearly visible from access street or bed and shall be„maintained ope949r public inspection for the entire duration of the work until the completion of the same. Service: The Certificate of occupancy will not be issued until all applicable signaturesaby the Buildmarid Fire Officials arejprovidedfonjthis permit. Rough: Minimum of Five Call Inspections Required for All Construction Work:`'M" 1.Foundation or Footing Final' 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable;separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons c with unregistered contractors do not have access to the guaranty fund" (as set forth in M G L c.142A). Final: Town of Barnstable Building Post.This Cartl So Thatat is V�s�bleFrom'°:the Street-A roved PlansMust be Retained on Job�and this Card Must be•,Ke t, y, Posted Unti Final In pectionk�as Been Made a �� R Where aeCertificateof Occur Banc•is:Re aired such Bu�ldin shalhNot be Occu �edunt�1 a Final Inspection has been made Permit -.,.,ea ,.., ..,:: m,... ...�:, a.,�,..a�'� � y,i��ss .�.•.Q,�''^::. 3 ,:..�,.:.�" •.:.:;a' .. .;.;;.<p,:o x.....rm._..:, a.,...«.�....�.a�..�a.....,....,�m..3..: ,- aw,,.�w...a .a�,.::y Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TJ i< S � T AppUcation N=ber..... 7... ........ OF BARNSTABLE . y KA P. F... ....P. j�.......... ........Other Fee........................ 16,3 AM 19 TatarF=Paid........................................................... TOWN OF BARNS tN Approeal by Ie.w....i ....I........WvMi BUILDING PE ... .................PM=L-----01.! ................... APPLICATION Section I—Owner's Information and Project Location Project Address--l- IC-V, PA> Village Owners Name ��/� d/Gr i �LL 4—es--7 FC vs 7 Owners Legal Address Z,0/7 ?//60 City States zip 1:21'edl Owners Cell# 4 E-mail rd s s 7 d r111-lel el 6-,PC Section 2—Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3—Type of Permit E] New Construction E] Move/Relocate r] Accessory Structure ❑ Change of use -E] Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild ❑ Deck Apartment ED Sprinkler System ❑ Addition EJ Retaining wall 0 Solar RKRenovation Pool ❑ Insulation Other—Specify Section 4-Work Description IcAstiu C t Vv\ow (-Oz� C WAA Shft-d C:t 2 0)Pf skeeef 5 M ZS, Ym Ic icaAe'- r?—k>dCQLAYI- .427: 6-'xh-& 5 T act-nndated:2/912018 ........... r ..,........_..,.,............� •�.�. .�.. .��........ Section 5—Detail 1 Cost of Proposed Construction 0do) Square Footage of Project 14206 Age of Stricture Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics KWffing ❑ Oil Tank Storage 0 Smoke Detectors 'Plumbing ❑ Gas -❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply 2 Public ❑ PIIvate Sewage Disposal S'Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: g I am using a crane ❑ Yes 0--No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section S Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required. Proposed. Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No ' Last 2J9/2018 I Application Number........................................... Section 9--.Construction Supervisor Name l`�VV -(yVA t`--Z— Telephone Number 77� • Address Yjc(c),A f —} City JhM2 State Ajq Zip License Number S cJ2 7 SY cease Type Expiration Date f z,J Contractors Email kf Ze vt '7 Cj)AA, cell# 27 -7 I understand my responsibffities under the rules and regulations for Licensed Const ruction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the cons ruLton inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Bamstable.Attach a copy of your license. Signature Date F— Section-10—dome Improvement Contractor Name ' d \ -Z-- Telephone Number�_, l: Address 0- YY1e'(c1i1 State Tip Registration Number 17 d-lp I Expiration Date 7 t /Z2 F.)q' I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection documentation required by 780 CMR and the Town of Bamstable.Attach a copy of your A.Les,specific inspections and Signature Date Section 11—Houle Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town ofBarnstable. Signature _ ��> Date 44d rLICANT SIGNATURE, 01 r Signature — Date, , ) Print Name �)`� Telephone Number a 3 7,d3?7 E-mail permit to: ���► �/��y1�11!��•� o CUIIUL (Q 3 Section 12—Department Sign-OM Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department 5K Conservation ❑ For commercial work,please take your plans directly to the•fire deparonentfor appravaL Section 13®Owners Authorization L , as Owner of tbe-subject property hereby authorize KED H-QWlZ(Ko0it- AeNtL�T act on my behalf in all matters relative to work authorized by this building permit application for: (Address of job) 13r �v Si a of Owner date Print Name Last imdatd:219t2018 • 1 ` • - _ ('�jtn fllllJJC•I[(GGC(�CI7 C/n-411;iC/,CICLCaG'I,If' ` Offer a of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration: , 179261 Type: .Expiration:` 7:1/ 0120.18 Individual KENNETH MONIZ KENNETH MONIZ 50 MAIN ST EXT HARWICH,MA 02645 = Undersecretary j Massachusetts Department of Public Safety Board of Building Regulations and Standards License:CS-097544 w { Construction Supervisor - KENNETH MONIZ 50 MAIN STREET EXT': HARWICH MA ON45 il� s l.Jl.— Expiration: Commissioner 12/11/2018 e V i i The Commonwealth of Massachusetts " Department of Industrial Accidents_ Office of Investigations 600 Washington-Street R. - Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information /� Please Print Legibly Name(Business/Organization/Individual): ../ lLN t`Z h 1/ e b6" eA-t Address: r() f(i.h S City/State/Zip: ) 00A6 Y r Phone Are you an employer?Check the appropriate bog: Type of project(required): 1 I am a employer with j 4. ❑ I am a general contractor and I employees(fall and/or part-time).* . - have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• $ 9. ❑Building addition [No workers'comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 PIumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.[1 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Q Insurance Company Name:] .s 0 lit, Policy#or Self-ins.Lic.#: Expiration Date: p q� F Job Site Address: ?Ir bGl �C— �V 1/L City/State/Zip: 1I1�1f Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins=ce coverage verification. I do hereby certify un the pains and enalties of perju that the information provided above is true and correct Signature: Date: Phone#: ` 77 Z` 7 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#: r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person iri the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter,152, §25C(6)also.states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter,into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. TheDepartment 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 permitdicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in - (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts - Department of Industrial Accidents ' Office of Znvestigatims 600 Washingtan ftreet Roston,MA 02111 Tel.#617-727-4400 ext 406 or 1-877-MASSAM Fax#6I7-727-7749 Revised 4-24-07• w,mass.gov/dia Jun 01 1810:57a Moniz/Angelo 774-237-0386' p,3 AC R® CERTIFICATE OF LIABILITY INSURANCE DATE X mr"" 05/31/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must 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 NAME Rogers and Gray Processing ROGERS & GRAY INSURANCE AGENCY INC PHONE sue s9aasso ,EQM1_Esse mail@rogersgray.com 434 ROUTE 134 E RISURER S AFFORDING COVERAGE NA1C0 SOUTH DENNIS MA 02660 INSURER A: ACADIA INS CO 31325 INSUREO INSURER e MONIZ HOME IMPROVEMENT INC INSURER Ct ' - INSURER D- 50 MAIN STREET EXTENSION INSURER E: HARWICH MA 02645 INSURERF: COVERAGES CERTIFICATE NUMBER: 275400 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUSA OL �LICYEXP LTR TYPE OFINSURANCElam Wvo POLICYNUMBER I P0 ICYEFFPMJD i LIBDTS, COR/MERQALGENERALLI/IBILITY i -'%+' e 0 EACH 000MIENCE 5 CLAIMS-MADE CCCUR PRENIISES(Ea%yccurrence S MED EXP A p�gnc arson) S N/A . PERSONAL 8'ADV MUURY F _n GEN'LAGGREGATE ILiTTAPPLIES PER: GENERAL A—GGRE(iA7E L3 POLICY1:1 PRO JECT LOG PRODUCTS-COMPiOPAGO S OTHER N $ C/.1 AUTOMOBILELIABILITY - I �EDISIN IF LIMIT(Ea en ANYAUfO - - BODILY INJURY"Per Person) E1� ALL ,MED SCHEDULED AUTOS AUTOS AUTOS N(A BODILY NJURYqPer acck1aM),.S t'1a NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Paracdder $ $ UMBRELLALIAS OCCUR 1 - EACH OCCURRENCE $ EXCESSLIAB CLAIMS-IAADE NIA 6 AGGREGATE S DED RETEKnONS S WORKERS COMPENSATION PER O71i- ANDEMPLOYERS'L.IABILiTY YIN - X S7A ER AN VIE E.L EACH ACCIDFNr 'S 100,000 A OFFIC PRE eERExCLUDED? WA WA N,A MAARP302914 06/20/2017 06/20/2018 ,Mandatory In NM - E.L.DISEASE-EA EMPLOYEE S 100,OW uyeCRIP IONO O E.LDIS.EASE.-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS 6e1rnv NIA DESCR"ON OF OPERATIONS I LOCATIONS r VEHICLES (ACORD 101,Additional RemaaM Schedule,maybe attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B.no authorization Is given to pay claims for benefits to employees In slates other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that(his certificate was issued by' the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verillication Search tool at www.niass.govAwd/workers-compDmafion/Investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICYPROVISiONs. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 Daniel M.CrD, ey,CPCU,Vice Prudent—Residual Market—WCRIBMA O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014f01) The ACORD name and logo are registered marks of ACORD t, Initial Construction'Control Document To be submitted with thebuilding permit:appiication by a' Registered Design Professional for work per thehinth edition of the M assachusett s St:ate Bui 1 d'i ng Co ft 7$0 CM R, Section 107` Project Title: Date: Property Address: Project: Check(x) oneor both asapplicable: x New construction Existing Consruct.ion Project description;: MA Ft istration N umber: Ex iration date Re p a registered design professional<,and I have i prepared or directly supervised the preparation of all design plans,computationsand spec ficationsconoerningl: Archit ral ructur :� Mechanical i re Protecti o Electrical Other: for the above named project and that to the best. of my knowledge,. information, and belief such plans, computations and specifications meet the applicable provisions of the M assachusetts State Building Code, (780 CM R), and accepted engineering practices for the proposed project, I understand and agree that ,I (or`my` designee) shall perform the-necessary profeWonal.services and be present on the construction site on a regular and periodic basis to: 1.. Review, for conform'anee'to thi's code..and the design concept, shop drawings;,samples and other submittals b -the contractor in accordance ther eql Y ui rementsof the construction documents. 2. Perform the dutiesfor registered design professionalsin.780CMRChapter 17,asapplicable. 3. Be present et interval's appropriate to the stage of oonstruction to become generally familiar with the progress and quality of thework and todeterrnineif thework i:sbeing perfdrmed.in a manner consistent with fheapproved construction documentsand'thisoode Nothing.inthisdocument relievesthecontractor of itsrespons bility regarding theprovisionsof 780CM'R 107: When required by the building official,[shall submitfialdl progress reports(seeitern 3.)together with pertinent comments,ina-form acceptabletothebuilding of6' al.a Upon completion of thework, I shall submit to.th jng-- a`Final Construction Control Document`': Enter in the spacetothetight a wet or , electronic signature and seal': ijI q. fvCz.4aa�7 �' ', Phone-number Email' Lf6RGE5 SuildingOffiaal Useo.nly Building Offidid Name:. :Permit N0.: pate > i Note 1:Indicatewith an`x'project desgn;p.lans;c Mputationsand.specifications that you prepared Or:directly supervised If"other'i chosen,providea.desaiption: Version 0l .01 2018 iL f • CwAl6 LANE a Fl-9.In OyLO JID 99sA2]9 . � ram6acCnwl.can a •. IOEptw� 71, Bodick Road Hyannis, MA' ` ` d Y PROJECT INFORMATION € r ONMER S,G.TOMu Cortgelly PROJECT ADDRESS: 718 kk RoeE y Ny9nnb,"o2E91 DESIGNER: R/r05GN 17",y N _• w,.m 3 �,�`, 28 CbMs faro .. FeknoW.MA 025J0 ryan�rstls0r.wm ;;>xY£S 11 - .� CONTMttOR: Ocaen Etl9e Custom Nnmea,blc. Da9I9 Cmsbb iM®oecMmn.cam I yt E y may® DRAWING LIST _ . • - SI ET NAME VICINITY MAP � rse.e EJ.,e� � 1 GENERAL NOTES - 'to NA, $ � P I. vmx N¢snioeumxoeaxwelwseFFwseasnweMowrnE.Inriv EEaaFnaKvpswElKCE9um oerrNMEWs�FpluMx X. 4 E reaEE9aovarx ms� v r 9a w,.aws.um .0 . waa nou x cwa � � ' r E .a wF N9oxae,w eEFwEr9oDEED9m9nx,xEwwe. Eaa,eEew wa„1w KE.wIFFe':9r. I !`*.j; . J ,. uss9oesorocw wx Mmruu IEcwesrxowmaxces. � ,P �,� i .-.4 • -1. ul gaaafT0— xuao WDFnmwouxlEnamF9apE—E q , , ul auuFuiuseo eurE .exo Ewaawrro xmsuEowcwoex:ro awuFu'rw ssr vrArloxem asmucnw.e �. P '�' w wxwems Axr w ..A99. R:9eEcaaJEwxewxEAwwEswu eE eer•nE9.nvveED wcvwmacoxmuroexE] . owEiE99Es MFErv9uvlAsxIE9E Masss9evcmE� reEeE9ven9xw FJatenicwsnucrlw r9eFWsx KDSFDEisiax rD eEawKewulFD Y wxKmnro a.rL wwulw.wu Kotocu<oo su xou x waonxw x EW lEe xow rcww umgn saooiwsw Exw 3 . .Q Town of Barnstable_ Building ..� 'his, z r?', ai •:ate• ns v, . Post Card So That it is Visible from tfie Street Approved Plans Nlust,be Retamed;on!ob and;this Card Must;.be Kept M PostedUntil Final I s` ection Hes Been Made£ ` yam „ ,F � , :163iN 'Y': '' s''"�-. xs `;x-. p '.,.4,£.` - - �z a ai �•, „'9'."., - z,. ' sY '"r<.; '+x �.,a,F: # J:, 'r ,fi,�..: ,y > ° �WhereyaCertificate ofOccupanty is Required,such Buildmg shall Notbe Occupied until a Finaltnspett�on.has been made Permit Permit No. B-18-3678 Applicant Name: Mark Conserva Approvals Date Issued: 11/26/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 05/26/2019 Foundation: Location: 71 BODICK ROAD,HYANNIS Map/Lot 343-018 Zoning District: B Sheathing: �. Owner on Record: TORRICE,CLAIRE LTR _ Contractor Name:~ BRIAN A CHIPMAN Framing: 1 Contractor License: CS-089645 Address: C/O THE BEGLEY COMPANIES 2 WOBURN MA 01801 �: - � Est Project Cost: $5,700.00 Chimney: Description: New canopy awning over entry doors. 1"x 1"x 18 gauge tube N P,ermrt Fee: $ 160.00 framing,.Sunbrella woven fabric,color-Pacific"Blue,36"Hx198"W x Insulation: 36"P=49.50 sq.ft.,mounting per MSA drawing 18 20033 4r-1 Fee Paid $ 160.00 `' Date 11/26/2018 Final: attached TE t Project Review Req: , ,' ` s� Plumbing Gas aY Rough Plumbing: - - . Building Official Final Plumbing: �r Rough Gas: IN Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterkissuance. All work authorized by this permit shall conform to the approved application and the'-proved construction documents for which this permit has been granted. Electrical All construction,alterations and changes of use of any building and str`uctures'shall be in complianceiwith the local zones g,by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open,for p blc inspection for the entire duration of the Service: work until the completion of the same. Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistere ctors do not have access to the guaranty fund" (as set forth in MGL c.142A). �� i i ijjlli I � � � i � il � � jj � l ICI II Town of Barnstable p- 1. HARNSTASie ' 200 Main Street, .Hyannis MA 02601 508-862-4038 RbtA°` Application for Building Permit Application No: TB-18-3291 Date Recieved: 10/4/2018 Job Location: 71 BODICK ROAD,HYANNIS Permit For: Building-Sign Contractor's Name: BRIAN A CHIPMAN State Lic. No: CS-089645 Address: GARDNER, MA 01440 Applicant Phone: (978) 851-2424 (Home)Owner's Name: TORRICE, CLAIRE L TR Phone: (978)657-4756 (Home)Owner's Address: C/O THE BEGLEY COMPANIES, WOBURN,MA 01801 Work Description: Commercial Building Signage: Loc# 1,2,3,6-(4)Loading dock garage door signs, non illuminated, aluminum panels mounted on garage doors, 6"H x 21"W x 1"D=.88 sq. ft. each,total=3.52 sq. ft.,Copy: S.G. Torrice Company/door#; Loc. #5(1)wall sign,aluminum w/vinyl graphics, non illuminated,3'H x 72"W x 2"D=54 sq. ft.,Copy: S.G. Torrice Company,Loc#&-canopy awning with script,over entry doors, 1" x 1" x 18 gauge tube frame w/Sunbrella awning fabric,36"H x 193"W x 36"P=48.25 sq. ft. Graphics paint on fabric,24"H x 32.26"w=5.4 sq. ft.,Copy: Logo/S.G.Torrice Company; Loc#8 and#9 -Address panel wall signs, non illuminated, mechanically mounted to building exterior, aluminum w/vinyl arnnhirc. 161114 v 16"W v 1"n= 1 79 en ft Pnrh. tntnl 'i 4;6 en ft T.nr# 10 nnrl till1 -F.ntry rinar alncc vinvl Total Value Of Work To Be Performed: $10,500.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Mark Conserva 10/4/2018 (978)851-2424 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $10,500.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $50.00 10/4/2018 , $50 00 X?OCC Credit Card 6422 Total Permit Fee Paid: $50.00 i W � Tr,.r�.+s ,+ -�-� ..��nx .y*zw�:.."` ."'�' .p.`Mu� a' u� "�.`r;�'.�r°`R.L`"•Cq+^t„'°*"G ,�k.�,ww.�., .� .� - _ THIS IS NOT A PERMIT . t...ti...a..—�.r..,.*�'.�'s�..r..�:. s.,�.�...'...,,......y.....y�..w-.,i'.,.L..._w.,a-,.��.+__..�.-..,b.a...�,.a�...v.,..�w..:�..,...X.�,,.��:..t�,a......-..� l too Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday, February 20, 2019 11:21 AM To: 'KEN@KENMONIZ.COM' Subject: Final Inspection - 71 Bodick Road, Hyannis#13-18-1763 k Good Morning, I received a phone call requesting the final inspection at the subject address. I will need the following in order to do the inspection: 1.) The final Fire Department Sign Off by the Hyannis fire Department 2.) The Final Construction Control Affidavit from the structural engineer. Please let me know when you will be ready for my final inspection, Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 � 4 ooaL F y}yr 26 CI T�RN6NRODR CIWIES W+E AIMOURl MA02Ma e - _ zm1p„•._„�'RNSXROOR >IOnwilS _ a CARPET zA Zx � a�d�.wmn.can • - �--- 1M THK:K iIYTMICK n AaaseiMa TPRMS Aaeasary Ele5hts CHsn eln EMveusn 4 es vr..ro 1 r•ra I I I • I ' + • o H.C.SIGN PK:TOGRAN OF ' a i n, n.- 1 ni.. isio,r MAN ORWOMAN6•MIGN MW.WI RALRED LETTERS AND BiWL1E BELOW E%IT 1.CHNLYTERSANDSYMBOLSAREREMU DTOCONTiNSTMHM Ill BACKGROUNDS _ , WIfN A NONOLARE FINLSH 2 SYMBOLS ARE TO BE ME RED OH DOOR Sa•ABONE FLOOR AND M TO BE DISi1NCiLY - DEFERENT FROM TN EDOOR IN COLOR AND CONiRASf. IBOTHOOORSIGN6 ANDWALL SIGNS 6NOWNWRN BRAILLE ARE REOUIREOFORDI6ASLED REMOOMS ONLY 4LETiE OF WA SKINS:L ERS AND NUMBER6 RE RNSED 1/ir•PRE SANSSERIF O ,yl{I,✓ URPERC E CHARACTERS AND ARE ACCOMRANIED BY GRADE 2 BR . u.. ` HSMOUNT416EW ORDO AlLOY16 ARER60N TO APPROPLH WffHBJTOi 61GN WroUT LL C ITTBJO OBJECTOR DOOR OR 6WW0. � L n AaesaiMe UAnaI HeMHb B AcassiNe•T kPl MamNn Laatons • - � • �TvaM:el We0 Mama!Lewrory INMhb S AmavMa Re�oom SMneae 1?=1'-0• .. tl2••1-0• 1R••1'V �tlr•1'dY W R�DCLR ANYAMWNT pg01RRIpD1GOBIEMIAYMDT REDUCETHEREOMREDCLEMI _ W MCFANAOXSSMEROUIE OR MANUEVERwG SrACE _ 1 ~ ces lity \. R NATCHINDCA;S s l _„ Ess DEiECTION.a uNE !� Iz m OUTLETS SW RCNE6'.E%IT SIG NS ww,u. L� '�� � v �rwEalAa.eeNNe ae.n n aielmm;M GMe<M em a.H».e Ma:ema na..eaw�-"' 5 - - e 1r-1•o .. u�y1B•.ra �w sa.M . h A001 . I C14Nt6 LWE FN.. KMI,0a,0 XN O MrS rymboC�.cOm :oCp:.wn �i IS7s n Building Plan _. O Q ., --------- --------- --------- -------- -------- - ---- - ------- A I ,C I I A 1 i 1 T T T T T H I olnaE I I _________I_________I_________i.h—_______I________— --------- I_u_______- 11 II I _ WARE USE STORAGE I I 'h----------------------- - --- : iCll/ J � i OFFICE 1�{I __—_�_ , I - ,namEEo,uc*cwnmq mr. 'I: 'I �F I ii II (f-- T---------T--.-------�11r--------T---------� --� • / I I � MOEPTIDN I d h 1 I I I Existing Plans I 11 a ' I ENTRY " ,¢ouiEmaurf vmvMO 1 ........... I ----- --------- � and ... ......._I�.===_ Jam= �........__...._' i--� ---------i--------- ---------- I:,�--------!=------1_...._..........................._'... Elevations .. ......__...._..._....._._._....__........_.._..---.........-....—_........_._....-.._..._....._,..._._..........__....._..._..............._........._..._._...__....._.__._....._....._..15g I @[C... .......-----.._............._......._.__......__:....._._........._..........._.._._............-__--....._.........---._.._........._.._............_._..__._._...__..........._...........---._....� Exlsun Enlarged Demomlon Plan A 100 IS r ]6 mm we ' iNMWtM,ru 02L0 a109a M • r'M6roU,Twm I T1-P I • I yropos ed Bullding Plan v •>oo 0 Q N Wommm\ U -c � �WARE OUSE STORAGE1N\C\�\\ \ _ : : : : --------------- f s .It.. -�-OGCE5519LE RESTROOM YiE51ROOM"J�! �':� Proposed �: � �� .Ew�wru,Eo��aa�w ureaoa 000a catw�a7.... a Ermer � j Plans and N Elevations . .waa r >x�a roae..r� .mx amc mra �Lrged Proposed Plan p- `J RM w-rc A101 a Shea, Sally Full Name: Ken Moniz Last Name: Moniz First Name: Ken Job Title: Owner Company: Moniz Home Improvement Business Address: 50 Main Street EXT Harwich, Ma. 02601 Business: (774) 237-0317 Mobile: (774) 722-7409 E-mail: ken@kenmoniz.com E-mail Display As: Ken Moniz (ken@kenmoniz.com) Web Page: www.kenmoniz.com . 1 Shea, Sally Full Name: Michael Donaghey Last Name: Donaghey First Name: Michael Job Title: Executive Vice President Business Development Company: S.G.Torrice Company Business Address: 80 Industrial Way Wilmington, Ma.01887 Business: (978) 657-7779 Home: (802) 315-0163 Mobile: (617) 775-1737 E-mail: mdonaghey@sgtorrice.com E-mail Display As: Michael Donaghey(mdonaghey@sgtorrice.com) Web Page: www.sgtorrice.com 1 TOWN 01 BARNSTABLE i CERTIFICATE OF OCCUPANCY- ADDITION i PARCEL ID 343 018 GEOBASE ID 24981 ADDRESS 71 BODICK ROAD PHONE HYANNIS ZIP LOOT 3B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 58531 DESCRIPTION CERTIFICATE OF,OCCUPANCY ADDITION-PMT#55218 PERMIT 'TYPE BCOO TITLE CERTIFICATE O ' OCCUPANCY CONTRACTORS: ` Department of Health, Safety ARCHITECTS: and'Environmental Services TOTAL FEES: BOND $.00 Ox CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P' } MRNMBL 4 • MASS. �EG 39. 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BARNSTABLE, : Licensing Authority, i639• 1� AlFD1A°�A 230 South Street, Hyannis MA 02601 P:O Box 2430 TEL: 508-862-4674 FAX: 508-778-2412 TO: John C. Klimm, Town Manager FROM: Jack Gillis, Licensing Agent SUBJECT: Private Parking Lot Renewals , DATE: February 16, 2000 This office has received the following for 200 renewal. There are.no changes from last year and all requirements have been met. Joseph Shore: 175 Ocean St., (326/037) 1 05 spaces. 71 BodickRd_s(343/_01:8) 103_s0'96e`s 4�cx�ni5 45 Bond St., (326/036) 146 spaces 65 Bay St., (326/032) 220 spaces. Appr / Date: John�/�K limm, Town Manager i i � I E TOWN OF BARNSTABLE 33A"STULL 039- 0 M BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...0��...... ........................ ...... TYPE OF CONSTRUCTION ............... ................................... ....................................................... ................................................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 5L�>De e-A e-, � -% .Location ) ......................................Q_ - ................................................................................................................................................ j W. ProposedUse ............................................................................................................................................................................. ZoningDistrict ........ ...............................................................Fire District ...............................................*-4- 42% ^4 !S*� ....................... -3,woj� Q Name of Owner ......................................................................Address ... O *'******"*'*""*"*"""**...... '6 ii d -6 ® . 0%.4. -00 Name of Builder .4.A% 1-41Z-o 4e— %Ajtw%�-- ..................................................................Address ..........................................:......................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ...................I..............................................Foundation .... .t&r&. . . .... ....... ......... ..... Exterior ............ ...............................................Roofing ....... .......................................................... .. ...................... ........ ...... ........ Floors ........ ............................................Interior ........ ........................................................ ... ... ...... ......... .... .. .......... ... Heating ...... 6"'1............ ..............:...........................Plumbing ...... ...................................................... ....... .... ..... ....... .... Fireplace ........ ...............................................................Approximate Cost ...... ................................... ........... .... .. ....... Definitive Plan Approved by Planning Board -------------------------------19--------- Oj 'gig 0 a Diagram of Lot and Building with Dimensions SUBJECT TO APPROVAL 0 BOARD OF HEALTH SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE WITH AqrTICLE III STATE AND TOW[ ._ SANITARY CODE REGULATIONS- L I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. NamX ... .......................... Franklin—Perkins Paper Co. 5c �Lo 06 -6 k) No ...161.24....�.-Perm' it for ........one....story......... - ......... commercial -building ............. . ......Nn�'. t Bod ck Road ...... ...... . Locatior/71.....Hyannis......................................... .......................I.................................................:...... Owner Franklin—Perkins Paper Co. .................................................................. steel Type of Construction .................... ..................... ...................................................... ......................... Plot ............................ Lot ................................ Permit Granted. ......... ...............19 73 Date of Inspection ...................... ............19 Date. Completed ...Si ... . . ....... .2....19 PERMIT REFUSED ..................................... .......................... 19 ........................................I........................................ ................................................................................ ............................................................................... ................................... ........................................... Approved ................................................ 19 ............................................................................... ................ ........................................................... Michael D.Moroney,P.E. 12 Beverly Road N.Grafton,MA 01536 w 508-887-8835 November 27, 2001 Building Inspector Town of Hyannis Hyannis,MA 02601 Re: Torrice Project-.—71 Bodick Road, Hyannis, MA + 4 Dear Sir: I have done periodic inspections of the above project,per section 116.2.2 of the state building t code, and find that the project was done in general conformance with the building plans. Sincerely, Michael D. Moroney ,`, - VV L ®. 7 I , Michael D.Moroney,P.E. 12 Beverly Road N.Grafton,MA 01536 508-887-8835 November 27, 2001 Building Inspector Town of Hyannis Hyannis,MA 02601 Re: Torrice Project—71 Bodick Road, Hyannis, MA Dear Sir: I have done periodic inspections of the above project,per section 116.2.2 of the state building code, and find that the project was done in general conformance with the building plans. Sincerely, Michael D. Moroney I 1 ,- i- The Town of Barnstable • snarrsrABL& • 9� '0 9. Department of Health, Safety and Environmental Services �EDMa•�a Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner July 26, 1999 Sharon L. Lockhart Mawn and Mawn 215 Lexington Street, Suite#2 Woburn, MA 01801 Re: 71 Bodick Road, Hyannis Dear Ms. Lockhart: Mr. Torrice will need to apply to Site Plan Review to reuse the site for his business. This process is an administrative process in which an applicant has a survey of the property done showing all proposed and existing site characteristics. We suggest he contract with a civil engineer in conformance with our ordinance and file his application when he is ready. Attached is a copy of our Site Plan Review ordinance and an application package for your convenience. Sincerely, Ralph M. Crossen Building Commissioner RMC/lbn Enclosure g990726a I07/210/99 TUE 14:36 FAX 1 781 932 4623 MAWN AND HAWN PC l�j0o1 s THOMAS M.MAWN,SR. JAMES J. MAWN 1966.1696 MARY ELIZAOETN MAWN ! , CATHIMME MAwN RILEY ALICIA J. MAWN•MANLAU CATHERINE E.DURKIN JAMES J. MAWN SHARON L. LOCKKART MAWN AND MAWN, R C. araaunsil ATToRNEV8 AT LAW NORTHERN BANK & TRUST BUILDING 215 LEXINGTON STREET -SMITE #2 WOBURN, MASSACHUSETTS 01601 (781) 933.6650 FAX (761) 932-4623 Judy 20, 1999 VIA FAX 508 790-6230 Ralph Crossen Building Inspector Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: 71 Bodick Road,Barnsmble,Massachusetts Dear Mr. Crossen: This office represents Samuel G. Torrice, Trustee of Subest Trust. The trust has. entered into a Purchase and Sale Agreement to purchase the above-referenced property. As part of the acquisition, the trust anticipates leasing the property to a third party that will use the premises for the storage and distribution of HVAC equipment at wholesale. No significant changes to the existing building are contemplated at..this time, The property is entirely located in a Business District and also appears to be in a Well Protection Overlay Area according to the current zoning map. The property contains a 1000 gallon underground storage tank which is believed to have been on the property since approximately 1973 and which is no longer in use. I request a written dete-rmination that the proposed use by my client as outlined herein would be permitted in the Business District and Well Overlay protection Area. If the use would not be allowed as of right, I ask that you provide me with a written statementt as to the permits which might be required if the use would not be allowed as of right. �I - Thank you 1n advance for your assistance with this matter. if you need any further information to complete your review of this request, please feel free to contact me and I will provide it as soon as possible. Very ly yours, (� Sharon L. Lockhart i i i AUG-14-01 08= 20 FROM=S.G. TORRICE CO. .- ID= 7819389133 PAGE 1/1 r Town of Barnstable r RMuiatory Services Building Division Elbert C t',ii�oe:f�x,Jr. BaiMblg Coi�d�r . 367 Alain Suit, Hyana*MA 02WI Office: 5OW62-4038 Fax_ 508-7W6230 March 30,2001 A Samuel Tonice,T r_ Subest Trust 305 Salem Street Unit 407 Woburn,Ma. 01801 } Re: SPR 022-01,7113odick Road,Hyannis W43-018} " Proposal: New 5,000 sf addition to e�isting building Dew Mr.Tonice: t Please be advised that this appliesion was approved at the Site Plan Review hewing on March 29,2001 with the following conditions- 1. The warehouse addition is reshicted to storage use only. No labor sbal}oaaar in this am nor shall.amy employees occupy this space for extended periods of time. 2. The applicant shall confirm the g4vot address with the Engmeering Dcpait=t and post on the building in order to facilitate emzrgmcy response. Please note that your request to install a ski bnmp on Bodick Road has been denied as approval of this was determined to be outside the jurisdiction of this panel. SiucerelY, ,, ,i Robin C. Criangregorio SPR Coordinator - Q-.Bldgtsit�p120Ql�subcst -_ - °Fj r Town of Barnstable Regulatory Services BARNSTABLE ` Thomas F.Geiler,Director Muss. Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 30, 2001 Samuel Torrice, Tr. Subest Trust 305 Salem Street Unit 407 Woburn,Ma. 01801 Re: SPR 022-01,71 Bodick Road, Hyannis (R343-018) Proposal: New 5,000 sf addition to existing building Dear Mr. Torrice: Please be advised that this application was approved at the Site Plan Review hearing on March 29, 2001 with the following conditions: 1. The warehouse addition is restricted to storage use only. No labor shall occur in this area nor shall any employees occupy this space for extended periods of time. 2. The applicant shall confirm the street address with the Engineering Department and post on the building in order to facilitate emergency response. Please note that your request to install a speed bump on Bodick Road has been denied as approval of this was determined to be outside the jurisdiction of this panel. Sincerely, n ci Robin C. Giangregorio SPR Coordinator Q:B1dg\sitepIan\2001\subest . . The Town of Barnstable RAMSTMIX Department of Health, Safety and Environmental Services �EDMo•�a Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 4, 1999 Re: 71 Bodick Road, Hyannis To Whom It May Concern: The property at 71 Bodick Road, Hyannis is currently being used for commercial purposes. The proposed use as a wholesale distributor of H VAC equipment and supplies is not considered a change of use and is allowed under zoning. Sincerely, Ralph M. Crossen Building Commissioner RMC/lbn g990804d f r Nea INGJ �o o UOUI M COOLING + 2/2d 6POle%2�!i 14 Everberg Road. Woburn, MA 01801 Phone (781) 933-6290 Fax (781) 933-5272 BRANCHES Beverly, MA Franklin, MA Hudson, NH Randolph, MA Woburn, MA FABRICATION Woburn, MA Ralph M. Crossen Building Commissioner Town of Barnstable Hyannis, MA 02601 August 4, 1999 Dear Mr. Crossen: The S. G. Torrice Co., Inc. has been a wholesale distributor of heating and air conditioning equipment and supplies since 1958. Currently we have branches in five cities: Woburn, Randolph, Beverly, Franklin, and Hudson, NH. We plan to open our next branch at 71 Bodick Road in Hyannis. Our intentions are to have two people employed at the location with the possibility of a third in about a year. We plan to continue to use the site as it has been used for years with no changes to the outside of the building and no marked increase in traffic. Sincer � Steph Torrice President BUILT TO A HIGHER STANDARD l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0/23 Permit# Health Division �� (J /- Date Issued a� t Conservation Division aw Zg' Fee {�' %dt� 9/.v77 Tax Collector E.. 1Q�d r SEPTICSYSTEM MUST BE e,�t P� INSTALLED IN COMPLIANCE• Treasurer d�Z� WITH TITLE 5 Planning Dept. 7 is ADD/ o c ,' ;,,,,`/o � ENVIRONMENTAL CODE AND TOVtWO REGULATI S Date Definitive Plan Approved by Planning Board Historic-OKH i/U-o/Preservation/Hyannis A Project Street Address •7/ 60 0/e Village 9-ty`-J `u OS Owner 0 n ,!& T :rzgAddress A1 `� Telephone 978 7,e-3 0 U Permit Request A60 90 b`i . i 0 't>i�Z� r L,0f C-3 d Square feet: 1st floor: existing ZOW proposed 2nd floor: existing proposed Total news Valuation Zoning D t '13 Flood Plain Groundwater Overlay WP Construction Type ' ( Lot Size v�� � 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: 0 Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage: ❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage: ❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Os Z_- 5 � Address a SPEFA- License# 2c, c- rZ �i��, ' Home Improvement Contractor# f z o o y o Cv�!`� Worker's Compensation# 17-rz ����® ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �lC FOR OFFICIAL USE ONLY PERMITµNO. _ 41, e DATE ISSUED ? MAP/PARCEL,NO. wlAell ADDRESS - _• VILLAGE ,g OWNER 3 DATE OF INSPECTION .' FOUNDATION 11 FRAME INSULATION FIREPLACE . ELECTRICAL: ROUGH ,, FINAL i PLUMBING: ROUGH- := FINAL e k GAS: ROUGH r " 4" FINAL r FINAL BUILDING r .. on ": 1 , 'r 7 DATE CLOSED.OUT ( : ASSOCIATION PLAN NO. ! , The Commonwealth of Massachusetts j . - Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit /""/ nam e: location city I_1A ;I L`'PG It-" phone# Z - SSG ❑ I am a homeowner performing all work-'myself ❑ I am a sole rietor and have no one worlds in anv acity i�i� �iiiaea�ii���ioi��,���i�ii,�,jaic� ��iiiia��iiiiiiiiiiiiiii�i,�,a,���aiaa�, am an employer providing workers' compensation for my employees working on this job. comnanv-name address » shone# .� olicv#:. . ` . .. . ❑ I am a sole proprietor,general contractor, or homeowner(circle o>ze)and have hired the contractors listed below who have the following workers' compensation polices: ::.::...::....... ...:.... .; com an name. :.. :. ''<` >`` » "'' <"a''i i` ii ''>22i i�' . .... � I ' tj � ' s s > > z '5 ? ?si2 ? assi s i i�>i E i2 i address.: :;;:;;: ::.> .. ....... :.............:.:.:...........................................:...::.::•::. ;, on a.. ............ ..................................................... ............................................................................................................ .............................................................................................................................. .............tin?iii:{{:•::<{•viv{<{::^:::•ii:•iii:i•:::{i''Si?:: '.`?•:.�:::.:: .k:.....:._:.�.:�:v.�::: ... .. .................................... :n�::::::::.;;::•iii-•:•:.,wf„w,vx" ............ anv ra address. .. X. �:::...: oar#�.:.>:::;:::::::::::;: : :::><<::::>:::::::;::::<>:<:>:>.>:::>:::;:::>>:: ::;;>�:<�:;::::>,•<:� ::<<: '``` li Q an:ilillrance Fafhn a to secure coverage as regmred under Section 25A of MGL 152 can lead to the imposition of criminal penald of a Bne ap to S1,So0.00 and/or ur " one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Bar of 3100.00 a day against me. I understand that a copy of this statement may be forwarded to the Ofnce of Investigations of the DIA for coverage verineatlon. I do herehy certi a pains of perjury that the information provided above is trzw and correct Signature Date Print name •� /9 /�t � �J Phan# official we only " do not write in this area to be completed by city or town olHcial city or town: permit/license# ❑Build7D� ❑Licen Q checkif immediate response is required ❑Sdec ❑Healtcontact person: Phone#; Othe (tensed 9195 P1A) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , constriction or repair work on such dwelling house or on the gmunds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local Iicensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain:-a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of 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 permidlicense number which will be used as a reference number. The affidavits may be retumed'lo the Department by mail or FAX unless other arrangements have beers made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Deparuneat's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 0Mce of Investl9atlons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 • ` ' -_ . , `` •{ - :. ;bhp 17 id OF a � �_ I' UCTION SUPERVISO BOA x �I Licer�e 037fi36 Num r , • r �� �•� �i�a� 2 trictedT4� DANH A 15 SPEAK V11AY 3 i - - 02645. Administrator " l N K ICH, NIP! s r 3 � , � + t r Michael D.Moroney,P.E. 12 Beverly Road N.Grafton,MA 01536 50$-887-8835 018 To whom it may concern: In accordance with SECTION 116.0 of the Massachusetts State Building Code, I Michael D. Moroney being a professional Engineer, certify that the plans for 71 Bodick Road, Hyannis, MA have been prepared under my supervision and to the best of my knowledge, such plans conform to the provisions of said Code, all acceptable engineering practices and all applicable law ordinances. And further,that I will comply with the requirements of Section 116.2 for the structural portions of the building and submit reports required by Section 116.4 of the Code. Sincerely, OF �r�ssgc MICHAELDAVID y� Michael D. Moroney MORONEY ro�3 No.29478 W,�ss RIVAL FROM Michael Moroney FAX NO. 508=845=7805 : ' Aug. 13 2001 04:26PM. 01 Michael D.Mordncy,P.E. 12 Beverly Road . N,arafion;MA 01536 509-881-883i To wlioni it may umcern in accordance with SECTION 116.0 of the MaSSaftietts State Building Code,J Michael D.Moroney being a professional Engineer, certify that the plans for 71 Bodick Road,Hyannis,MA have been prepared under my supervision and to the best of my knowledge,such plans confora to the provisions of said Code, a>t acceptable engineering practices and all applicable law ordinances. „ And further, that I will comply with the requiretttents of Section 116,2 for the structural portions of the building and submit reports required by Section H 6.4 of the Code. Sincere - N OF MICKA& N o DAVID Michael D. A�loroney MOROHEY , o No.MIS �QNAL 1sa package steel PACKAGE INDUSTRIES, INC. 4 building SYSTEMS 15 Harback Road • Sutton,MA 01590•(508) 865-5871 •FAX:(508) 865-9130 8/ 8/Ol Dan A. Speakman Const . 15 Speak Way North Harwich, MA 02645 Re : Torrice Co. Job No. 0107-025 71 Bodick Road Hyannis, MA 02601 125' Width x 41 . 333 ' Length x 16' E.H. x 1 . 0 : 12 Roof Slope w/ Bay Spacing 1 at 20 . 1 at 21 . 333 Gentlemen: This is to certify the above referenced building and its components have been designed in accordance with design procedures as specified in the following specifications . Loads are applied in accordance with the Building Code stated below. American Institute of Steel Construction (AISC) - 9th Edition AISI Specification for the Design of Cold-formed Structural Steel - 1996 American Welding Society Structural Steel Welding Code (AWS D1 . 1-98) Building Code : Massachusetts State Code Dead Load: Metal building structure only as furnished by Package Industries, Inc . or 3 psf minimum. Collateral Load: 0 psf Wind Load: 90 mph Exposure- B Wind Imp. Ftr. - 1 . 00 Snow Load: 30 psf Live Load: 20 psf Seismic : Av= 0 . 12 Aa= 0 . 12 Seismic Imp. Ftr. 1 . 00 R= 4 . 5 (Ordinary Moment Resisting Steel Frames) R= 5 . 0 (Roof & Wall X-bracing) W= (0 . 50) (Snow) + Dead This Letter of Certification applies solely to -the building and its component parts as furnished by Package Industries, Inc . , and specifically excludes any foundation, masonry, or general contract work, including inspection and erection certification. The Design and Certification for this project is in accord with the provisions and loads specified in the Order Documentation. The buyer is responsible to verify that specified loads are in compliance with the local regulatory authorities . .(N OF gss90 wow MICHAEL cDAVID Sincerely MORONEY -. No.29478 ISQT sSIonlAt.��' Michael Moroney, P f x i - / / 1 PRECAST CONCRETE WHEELSTOPS { OEUNEATINO ALL SPACES.SEW- / WITH(2)d5 RESAR DRIVEN 24'MIN. 2-OF 1/(ry��BY�EISfONE HEAVY DUTY H-20 COVER ROLLED NIIX 1D TON - NEAT SAW CUT AND REPAIR LABELE�bgAIH' F@C - ORRL(2)1 W HOLES IN COVER VIBRATORY COMPACTEDN ROLLER HEAT SAW AS REQUIRED I OWNER ro MAINTAIN ANNUALLY SEE PAVEMENF SECTION T OR AS REQUIRED. COMPACT BACKFLL IN 6' CATCH BASIN AREA DRAIN EXTE4, - e e V MOPED M1.01,11 VIE.ROLLER COMPACTED LEFTS(M.N1 DRAINAGE) N-20 _ \&SEED _12 PROCESSED GRAVEL(•3%MAX.PASSING 8200) MIRAfT 140N FABRIC OVER ALL DISTURBED AREAS �FMOVE TOP @ SUBSOIL COMPACT SUBBASE 3'MEN.PFASTONE PRECAST RISERS TOP OF STRUCTURE I . . � (iW.) El2Y,20.0z NOTE:All FELL RED. 1 TO BE CLEAN SAND @GRAVEL M�MDCCOMPACT IN 6'LIFTS TO 95%MODIFIED PROCTOR DENSITYT2'N-20 11Sr WITH VIBRATORY ROLLER. 6^5 40PVC A 2%IN I'. PROPOSED , W FROM -- GRAVEL CROSS SECTION F ROOF D - H-20 AREAE°PPUCNBLE I' ( NOT TO SCALE I 1000 GALLON LEACHPIT '�.� LOCOS MAPo &p�ICx RowD I.._. 6.X6'-e SHDREY LP1000H-20 OR EQUAL 9 A10wI ADDRESS: 71 BOOX:N ROAD /11'ANNS MA 02801 22�� AOgp PLACE BUILDVJG NUMBER ON FACE OF 6'Ws HHUED STONE UNDERNEA /q'MIN AROUND PIT - } ASSESSORS MAP RN PARCEL NE - _-F 213 REMOVLANDSCAPED PAVEMENT,ISLAND CREATE BUILDING W LARGE LEGIBLE FORMAT. GROUNDWATER C BARNSTARES PANEL 5 - O� , LANDSCAPED,ISLAND GR«NDW",ER wE,LAY DGT,WP "B ROOF DRAIN SECTION LOT SIZE: 33.658 -50.FT. V NOT TO SCALE 0.78+/as ?7 Ir2L1 OWNER O.P. 7 HIlLSEA ROAD � 2 LD (N 7�2i• -4.2�-�� tl _ YARMTHPORT, 02675 RAMP - - DEED REFERENCE:DEED BOOK IOU2 PG 041 (T,-,(,��1, SPAR W MA E - ?lam 89.E C/�O CANT:SAMU SUB1 C ESTR REALTY TR TRUST 20b INO SOIEM ST.UNIT 407 PASS -20 Q: +229 +21U WOBURN,VA DiBDI 1 0' A / ..�. EXISTING USE WHOLESALE PWMBING SUPPLY(MVAC) 3&'Y TB O AREA LOAM@SEED +21.D k ,• - PROPOSED USE: WHOLESALE PWMBMC SUPPLY(1N EXPANDED FOOTPRINT FOR ADDITIONAL WAREHOUSE SPACE +23.3 IL9 - ZONING DISTRICT a BENCHMARK - CTR OF C.BASIN MINIMUM LOT SIZE=NONE EL.EV. v 22.68(ASSMD GIS) ,7 MINIMUM FRONTAGE-20' SETBACKS: REOU9�0 EXISTING PROPOSED x FRONT' 20 31.E 31.3 W HATCHED AREAS - SIDE a 0' 4.7 4.7' SAWCUT AND REMOVE EXISTING 2.B + REAR-0' 76, 1. PAVED PARKING AND REFUGE - MAX.SLOG.COVERAGE: NONE WITH GRAVEL PARK6G AREA ! - - - . EGSRNG BDIWWC COVERAGE: PROPOSED&lll➢INC COVERAGE: - PROVIDE GONG.APRONS AROUND +21.] 10038 SF/ 33BSI>9--29.n 15O3B SF/ 33858SF-44AX GRAVEL,SEE SECTION FOR METAL BUILDING / LEGEND 1 GRAVEL CONSTRUCTION DETNLS.? E x O CATCH EN BASIN BADN: .1 FRONT YARD LANDSCAPE SET 10'GREEN STRIP ALONG ROADS If 'V SLAB EL. = 23.35 • 1T} 8 ZONE: PRE EXISTING CONDITION.NONE EXISTING •""" ExISRNG STOCKADE FENCE / / ?? UTIL\ GUYTY WIRE ,YA OSTRCT:90S VAX.IMPERVIOUS PREVIOUSLY DEVELOPED S11E:EXISTING 16995 3859 SSB 49.6Z T% x I / �� '�- Y1 'LIGHT POST/YARD LIGHT { PROPOSED WPERVIOUS 16802 SF/33859 SF-49.6%<50%O.N. m AREA DRAM / REM B INV.19.8 / W.NATURAL STATE PREVIOUSLY DEVELOPED SITE:EXISTING 168"SF/33889 SF-49.8% - 1000 GAL - D / �W BASIN.H-20 F@G xFIRE PROPOSED 18726 SF/33959 SF -30.2%>30%O.K. IT FABRIC HYDRANT SETWE FRAME .f 8 / +22O - GRATE UNTIL AB1L�D 3.a 21'E 'SIGN @ - PRO E POEOSED ROOF DRYWELL / (S)EXISTING SEPTIC o It - - • PROPOSED ACCESS COVER 25.9 a x 2 - - EDGE OF PAVE NO BERM F 9 PARKING CALCULATIONS PER SEC.4-2.9 PARKING TAELE iS i I \ Q +23a I 5 EDGE OF PAVE W/CURB EXISTING CONDITIONS PROPOSED CONDTIO S: Q / / T A WATER GATE MI PROPOSED ELEVATION WIKXESN3NG:10034 SF(1/70OSF)-14.33 RED. WHOLESALING:15034 SF(1/700SF)-21.4E RED. PROPOSED ADDITION / 21 SPACES PROVIDED / 'O• / S ABA L. 23.35� 22b EXISTING CONTOUR NOTE:ACTUAL PARKING DEMAND IS SPACES*(3 EMPLOYEES AND 3 PICK-UPS MAX.) 2J PROP. 3"CAL. TREE 2 'V 3g PRATE r CUBBL 3 23 . GENERAL NOTES: Towa28 E � , SITE FLAN 1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS Jp x I APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SIZE,THE EXCAVATING `��`` - CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DEG SAFE ,d 36 35 \'=2'13 +23.8 ., OF LAND IN (1-888-3N-7233)AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE.PIPE OR `jQJ - EQUIPMEW IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 3q _ + x > ' 2.ALL CONSTRUCTION MATFRINS,COMPONENTS.AND METHODS EMPLOYED ON THIS BARN STAB LE (HYAN NOS), MA PROJECT WORK SHALL OONFDRN TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS �,BA<%%E@R 1 _ PREPARED.FOR AND/OR THE M455ACHlSEFIS DEPARTMENT OF PUBLIC WORKS STANDARD D) $PECI"CATONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. Q ,1622F, - ALL SEPFIC WORK AND MATERIALS TO CONiORM 10 110 CMR 15.00 TITLE S SUBEST TRUST AND CAL DATUM HFALTM I?ASM-ENS. n d, � Js x SP�RD Po�a ROOF DRYWELL #71 BODICK ROAD J.VERTICAL DATUM IS NGV02B ASBUMm FROM GIS .UP Dd6 mM, 3s 4.TOPOGRAPHY AND DUAL FROM SURVEYS BY DOWN CAPE ENGINEERING 2/01 11 I/ 3MPIE _ - 5.DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASIRO-H20 UNLESS NOTED. 1( 35uN60-Y!Am 11 // fitaime,m 2'I"2N SCALE: 1' 20' DATE: 3/21/01 6.T B;PUN S FOR PROPOSED WORK ONLY AND S NOT TO 4. pV E,@Aw IME l awls�x N A0E un w 42 REVISED: 5/8/01 (REMOVE SPEEDBUMP,BLDG.g NOTE, BE USED FOR E ONE TS LANE STAGING. 11 // ,p J.ANY SEPTIC COMPONENTS NOT ro BE BACKFlLLED OR CONCEALED WITHOUT 11 // �,-0.B�IAy__ .. "�\ FI REDUCE PAVERS BY I671 SF) INSPECTION BY OWNERS ENGINEER AND BOARD OF HEALTH AND PERMISSION OBTAINED. )� If 8.6-LOAN AND SEED ALL DISTURBED AREAS NOT PAVED. V-4- () / 191 r 9BP MDCER REVISED: 6/14/01. (GRAVEL.AREA DRAIN.wHEELSToPs) D.COORDINATE ANY UTILITY INSTALLATKMS WRH APPROPRIATE VENDORS. S OFPI,9EEmFD BIIR W W � +379 . 10.SITE WHTING(BUILDING MOUNTED WAIIPACKS)SHALL NOT CASE GLARE FOR MOTORISTS, PEDESTRIANS,OR NEIGHBORING PREMISES. / IEMAE BIAA^fRpl IVY �� �wv a Ia91fluL SITE PLAN .508z6z�88o 30< s �2 'i 20 o zo 4o Bo Feet "� d`II I P.;J:. VyVA OF �LTN OF If �` + a(ARsL down cape engineering, inc. A. I2• Ir *' ttTn u . ""� (� CIVIL ENGINEERS lH Of WP /� 11 LAND SURVEYORS TREE PLANTING DETAIL DATE WLtN ° OJALA, 939 main st. 9armouth, ma 02675 00-3�j I i 14 1I WALL WALL t FOUNDATION ANO.GONCRETE NOTES FOOTING AT COLUMN G2 -8' 16' FOOTING AT COLUMN A2 8' 16' 1. SPREAD FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AN WALL r ALLOWABLE BEARING CAPACITY OF 3GOO POUNDS PER SOUARE FOOT. 9' W 2. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF I i I - WALL O THE SUBSURFACE CONDITIONS. GEOTECHNICAL ENGINEER SHALL I 16' %18'PILASTER ! e' 16. 16'X 18'PILASTER I _ PROVIDE VERIFICATION THAT SOILS ARE SUITABLE FOR DESIGN LOADS. 4 FOR FRAME COLUMN I .I FOR FRAME COLUMN P ALL) 6'CONC. SLAB - 5'CONIC.SLAB I L' W CONTRACTOR OR OWNER SHALL ASSUME.RESPONSIBILITY IF A - 1 W/6xa-WWF 0' W/6x6-WWF� GEOTECHNICAL ENGINEER IS NOT RETAINED. I � I I z 7 3, NO FOUNDATION SHALL BE PLACED IN WATER,OR ON DISTURBED SOIL W ' �10 N. I j 18' O U OR ON FROZEN GROUND. I -- ---1- •--�.I ¢ (4)g8 W/STD. OOK (4)•g6 W/STD.NOOK RIGID INSULATION I r I 4. BACKFILL UNDER ANY PORTION OF THE BUILDING(INCLUDING THE SLAB) z RIGID INSULATION j z I U N SHALL BE PLACED IN 6"UFTS OF GRAVEL COMPACTED TO 95%OF s g3 CLOSED TIES m 10'OL ! I f g3 CLOSED TIES O 10'OC MAXIMUM DENSITY AS APPROVED BY THE GEOTECHNICAL ENGINEER. r4. z•-a 1/1 z'-1+/z• O 5. CONCRETE WORK SHALL CONFORM TO"BUILDING CODE REOUIREMENTS v 3• � ,I 3' - ¢Z j FOR STRUCTURAL CONCRETE' ACI 318-95). rr r -�+� O 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1 L -a �$�5-�P L _ O 00 , 3,000 P.S.I. AT THE END OF 28 DAYS. 2 - B.O.. 7-0' '(8�F•.) 7'-0' L+J co I , 7. :STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M.615,GRADE 60. �-- (7)g6 X 6'-e- (7)I►6 X 8'-6' - Qir O r 8. ALL CONCRETE SLABS PLACED ON GROUND SHALL BE REINFORCED WITH a tY OC EW •12'OC EW _ l�_ � 6.6 WELOED'WIRE'.FABRICI:WELDED WIRE.FABRIC;REINFORCEMENT. 1 19' _ a 3�I„� 4• r` FOO7ING T-0'X T-0' ` J - FOOTING 7'-0-X 7'-0- U co I of SHALL•.CONFORM TO'A.S.T.M."A185,AND SHALL LAP 6"MINIMUM OR I �F_-`` i� ONE SPACE,WHICHEVER IS LARGER, AND SHALL BE WIRED TOGETHER. - I IL, - - S N Z O 9. -WHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RUN --ji-L - - _- _L - - - ' - CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES - ; OR HOOKED AT DISCONTINUOUS ENDS.LAPS SHALL BE 40 BAR I ,r DIAMETERS UNLESS OTHERWISE SHOWN. 10. THE USE-OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL CRACKING:.SAW'CUT TO A,DEPTH OF ONE-FIFTH OF THE.DEPTH OF SLAB. .; I I I I _PROVIDE'A VAPOR BARIOR BELOW THE SLAB AT OWNERS DIRECTION. TOP OF WALL GR. 100'-0" I IT. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE WITH 1 N� ' THE APPROPRIATE RADII ESTABLISHED BY THE AMERICAN CONCRETE N I INSTITUTE..UNDER NO CONDITIONS SHALL HEAT BE APPLIED TO 1 - OBTAIN BENDS. NI Ilil I N I . ... 12. IF BEARING MATERIAL,NTH A LOWER BEARING CAPACITY THAN 3000 TOP ❑F WALL GR. 102'-0' I (, COLUMN C.5-2 _ POUNDS PER SQUARE FOOT IS ENCOUNTERED AT THE SPECIFIED ELEVATIONS THE ENGINEER.SHALL BE NOTIFIED AND I I !I I @ THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL TO BE APPROVED BY THE II' - N i 11` , 16' GEOTECHNICAL ENGINEER. J L - t 13. SIZE THE d3-TIES TO ENCLOSE,ALL;ANCHOR BOLTS, ..WITHIN VERTICAL BARS. I .. CR.99'-6' 11 I 14.A307 HEADED ANCHOR BOLTS - MIN EMBEDDED LENGTH'.- 12"DIAMETERS I I'-10' 1'-4' 1'-30' /FS CLOSED TIES j ,. • 0 MAX. MIN OIAM:A36 HOOKED ANCHOR BOLTS 1 - - I MIN:EMBEDMENT LENGTH 1.5 INCHES ,( I I .. , - PEDESTAL (4)#5 W/STD.HOOK i MIN.HOOK LENGTH-4 1/2 INCHES I 3 GR. Z r, � I I SECTION.AT.8"WALLS I ! I I I 12' o m - L (7) x 6•-9. LINES G AND 3 I I : 7-3. ®13'OC EW I FOOTING 7-3'X 7'-3" �'�'} BOND BREAKER ( L _ I 64 CONTINUOUS .I I�. �- III!� t. o_„ o F OTING AT COLUMN F3 0 FlN. oe ... I W 6x6�SLA B III s . / - ....... .. - ._,.. i RIGID' o IIII INSULATION '`LIERNArz m xer: N 38 y 2i4 KEY 0 4PR.Na oOE no rile U,I I I I _ I - GR. 100KLS '-0' -3/4"ANCHOR BOLTS i --.� POOTuiO TO TIE WALL. NI . B.O.F. .24' (3)"#4 CONTINUOUS IJ L _ LJ _ _ p3 CLOSED TIES z F �10 MAX: p q (4)#6 W/SM.HOOK I (III ,1 NOTE. 1 � GR.95'-6'r o o I o III I- l7 (4)N5 x 4•-6. l� (6);(<5.z 2'-6' - .. N I I I _� Z - ®11"OC 5-0 --4 ®10"OC !-- {{ .FOOTING 5'-0"X 3'-O" . SECTION AT 8'WALLS ..�. o I 'i '.{ . LINES A AND i I I U ' g14.CONTIN000S - GR��pp:_Q� 1 I .(TOO WALL) .,r _ I Z a J a 10'. - ZO p \ s �I�-----y��----yyy z -8'CONC.SLAB I I I - \ E.... W/'8X6-WINE I I ! j RIGID AUEIW.M ro KEr: - .. : ¢o Z � m I N 2K4 KEY PRDNOE 14 OOWE1s I '' I - _. I N a 3 e s oc ro nE'TME O w ¢ i .11 N Foorirx;10 1NE wAu' - FOOTINGS AT COLUMNS-LINE 1 i 12' t1 p p p OR 95-6•. � e oo FOOTING AT COLUMN 03 J 24' (3). CONTINUOUS .. E. O] .. - 10'X 12' 1 L 8' 12' PILASTER 8'WALL 8'.10,. ul .I I �GR 102'-0'�I . - ;r 5'CONC.SLAB T.O.W. O PO At2"X 12'PILASTER 0•. W/.6x6-WINE 100'-O' GR 100'-0' - _ FlN., 1, z •'(4)'N5 W/.Scu TD:HOOK Z p N _ (4)g.i W/STD.HOOK 'I, ¢¢ O CLOSED TIES®10'OC - CL p VIEW. 1/2 .51/z': m d' a - -- - - ' '. ts 1d3 CLOSED OUP I - .- - .'-. OPENING..60: .... .. ., _ � 4-9. �m Q ' IXi�S 8 (g)�r X 4'_3• �'mcue�� O •.. .:. _ (8�0-.F�-3).- 15 - TING - 4_9 12 OC E nortaR p1 -. ELEVATION VIEW. -' IFOOTING 9 - �� C 1 e 19 a0'. OC f00 4' 9"X m W I- _ ' .:... .... ::�FINLSH FLOOR GPADE/W.b ..... .. ..... '. .. :. '40'. . '; ' ''. .'.•..'..DOOR.'OPEARNG TO,CR{DE�BB'e. ,. ..,.. ... .. _ .. _ __ I � I I REFER TO'N RTH R 7"PLAN: OR A' oPEHtNfi oETNLcoR PASS DOOR_ .. 0, THE RN BUILDING SYSTEM$ ANCHOR,BOL. ,F NCHOR BOLT'SIZES AND:.DETAILS': ` , :IN.'A'.R415EO�FOUNDATIONWALL`...."' `. :. . ':. LOCATLTI .. Cfjl�N,' Lot 3 H i I { ; . { . : :rises°• - i _ •• Zo9,39 - to pole ; Z°j' , 3 C -- 35567 s w Lick -- i Y I 1 1 1 T -t� R8ad i Barnjtab a I-S i [ .. . Z4' Ll. `♦) 14 P�igj 4 OaE� '� (Z I Zoo J. _ I A TyP , 1 1 w { Hyo,"427 zV _ - - - — -I zone t 'Bus:tness Draina - J e cs owner,-Joe- e� Carylyn Shore 9 lculations on fi li Proposed parking lot Install (4) 61x4 !_ deep .pre leach pits .with 4 ' stone ar,6 Ll No: spaces :'• cars Pog� (H-20 load rated) - f Odress of owner , ,' ! ' - (2). 4 ' dia. catch basitsw j L.1'id CO-iFtflii.rnweal�h Alit.. West Newton, MA 02165 Tel: --$17-964-1418 - - - • c:.r,zcLF� No. PzmaosED ___ . . 1• Site Land in Hyannis, MA (� ! For Joe &Carylyn Shore Bein• l : : - : g lot 3 C as shown on a plan , recorded in book 267 page 63 . _ Elevations are on NGVD Scale 1"=30 ' Date 11-21-97 All Cape Engineering 49 Harbor Road Hyannis, MA 02601 'I I OF A4,q I ! _ ROBERT M, o FITZGE GNm I ., 1111't. CIVI � . ! I _1 NOTES FOR REACTIONS 1,All Loading oa inndgi on conditions we a we am a examined a +only nnxn+un/nlni H or V and the corre 2,Positive reactions are as shorn In the sketch Foundation loads are In QG QA opposite directions. , r111A41 LIME 3.Brad reactions are In the plane of the brace with the H pointing aeay np 'from the braced tray. The vertical reaction isdoernard. 41-41 STEEL LINE TO STEEL LINE 4.Building reactions we based on the following building data- Width(ft) 125.0 1 2 3 EavnetHHeight Cfta • 13.9%6.0 i'-0' - - Roof Slope 050/12>= LO/ 1.0 Dead Load(psf > = 3.0 Collateral Lposad Cpsf 0MO SLive hoe Loa d(pps f )) 20.0 0.0 - H iV yf y riV Wind Wind C MSC Speed Cnph) O 93 ' FRAME LDS-- - Closseed/Open =C Inpart¢nce = LOD _ 31-V _ Seisnk Coeff 0A7 S Loading conditions we, 1 DL+CD+LL = ? RIGID FRAME, MAXIMUM REACTIONS,ANCHOR BOLTS, 6 BASE PLATES 2 DL+VL1 X-Bracln 3 DL+VRi �^ 4 DL+VRe r, ---- --C olumn Reaction(k>-- ---- --------- 5 DL+CO+LL+VR2/2 = - Q G G = Frn Col Load Hoax V Load Hain V Anc Bolt Hasa Plata Oril ,Grout 6 IIL+CO+LL/2+LLR/2 L�C F D Line Line d H Vmx Id H Vnin No Dan) Vkl Len Thk On) 7 DL+VRI+WS 9 DL+WLI+VS 2 G 5 93 21.6 2 -6A -7.7 4 0.750 1600 10.75 M623 OA 1 92 26.6 2 -6-9 -7.7 • 2 A 4 5.5 -5.0 1 -92 15.4 4 0.750 SAW 1025 0.375 OA G 6 -7.9 173 3 3.3 -5.0 2 e 75.0 4 0.0 _153 1 0.0 503 2 0.750 BAD0 14.00 0b25 MO -^ t 0A 503 4 OA -133 G RIGID FRAME, BASIC COLUMN REACTIONS o<> 4 r,A �' 4 Frane Colum --Dead-- -Collateral- --Live- --WbndLI- -Vind_Rt- -Vlnd_L2- g LHJ � e Line Line Horiz Vert Horiz Vert Hartz Vert Hortz Vert Hat Vert Horiz Vert e G 131 4.89 0.0D 0.00 7.88 2L68 -7.83 -12.63 020 -9.91 -7.03 -12.63 2 A -131 P-50 moo 0.00 -728 Ie.95 P-33 -6.16 6.84 -7.49 233 -616 EXISTING BUILDING 2 e 754 moo 7.46 MOO 0.W MOO 42.89 0.00 -22.45 OAO -22.76 0.00 -22.45 G Frane Column -Wind R2- -SNsnlc Hortz L-- -Sebnlc R- -Live R- ,i t ,� the GLine 0.H2ONz --9.91 -S7 -035t LH5577z Q35 5.28 0.55Hortz t 2 A 6.84 -7.49 -Q43 0.02 0.43 -0.02 -528 16.56 x ! 2 e 75.0 OAO -22,76 MOO 0.32 0.00 -032 OZO 139D n W rH� A w ENDWALL COLUMN, REACTIONS,ANCHOR BOLTS,t VASE PLATES W Z -- CotumsReactbns Ck )----- alP Out-OF-PlaneS W Frn Col Dead Coo Live Vhd-left Mwind-artz pint Ho P Val S Anc.Bolt Baca Plate Oro Grout L6x Line Vert Vert Vert Horiz Vert Martz Vert Horiz Hartz- NOD(h) _ Vkl- Len- Thk -Ch) rn c 1- G M6 0A a? OA -24 CA -!b -O.B Ob 2 0.750 6A00 8A00 0375 24.0 ar 3 t E IA 0.0 SS7 MO -23 1.9 -4b3 IS 12 2 0.750 6ADD BADO0375 24.0 m 1 D 11 CA 6b 0.0 -3b CA -32 -2.0 13 2 0.750 6ADO BA00 0375 24.0 S 1 C 11 0-0 61 0.0 -3A 0.0 -3.4 -2A 13 2 0.750 6AD0 8A00 0,475 24.0 a rH1 A = q 1 A 0.5 OA 22 CA L4 0A -b -0.8 OS 2 0,750 6.000 8A000 0�5 24.0 W L J E1ev.102'-O' 3 A Ob OA 3A DA -L7 0A -L5 -0.9 Ob 2 M750 6A00 8A00 0375 OA {` 3 B 13 OA 7A 24 -5.9 CA -2.6 -2A 13 2 0.750 60D0 9400 0375 0.0 y .o a 3 C 12 0A 6.5 OA -I S 12 -42 -23 1.5 2 0.750 6=0 8.000 0375 CA 3 D 1,3 0.0 7.0 OA -3A OA _32 _e.3 1.5 2 0.730 6=0 8A00 0375 MO Q H 3 E I. OA 6.1 0.0 -3.0 DA -3.4 -21 IA 2 0.750 6A00 8A00 0375 0A ni ,, - �p� ,i 3 G 0.7 CA a9 0A -1.9 CA -22 -LO 0.7 2 0.750 6� 0=0 0.375 00..0 z ~ ENDWALL COLUMN, MAXIMUM REACTIONS,ANC)iait BOLTS, 6 BASE PLATES N x rLf7�l A w Frn Cat Load Hmx V Load Reactions1,11. > V Me Bolt Base Plate ON Grout L_JF1ev.l0E'-0' Line Line Id H V'nx d H VNn No D6J Vld Len Thk (in) i G 7 Ob 12 a -0.8 --12 2 0.750 6.0DO ILO 0.375 24A 1 0.0 43 9 0.6 -1.5 ' I F 1 0A 9.6 9 1.2 --e.? 2 0.750 6A00 SAW C3 A 75 24 1 E 7 L2 -IS 8 -L8 :12 2 0.75D COW 8A00 0375 24A FOK 71 ao 1 O0.067 9 L2 2.2 1 D 7 L3 -7.1 8 -2A -2.0 2 0.750 COW &000 0.375 24A � 1 CA 7.7 9 L3 -2.5 1 C 7 L3 -23 8 -2.0 -1.9 2 0.750 6AOD 8000 0375 24.0 PEORMIT r,A 1 0A 7.e 7 13 -23 ONLY LHJ Elav�t02'-0' ) B i z -L 87 -L2 =OA 2 M750 6A00 SAW 0375 24A i i A I OA 33 7 0.3 -1.0 2 0.750 6A00 8A00 0.375 24A 121 3 A 7 Ob -0.9 8 -0.9 -11 2 0,750 6.000 8.000 0375 QO G ,, 1 OA 3.5 8 -0.9 -11 G e 3 B 7 L3 -2.4 8 -24 -2.9 2 0.73D COW 8A00 0375 CA 1 OA SA 9 L3 -2.9 3 C 7 L5 -2.0 B -23 -24 2 0.750 COW SAW 0375 CA - r�,C T 1 0.0 7.7 a -23 -2.4 M 3 D 7 1.5 -2.5 8 -2.3 -2.6 2 0.750 G000 8.000 0.375 CA I CA e2 8 -2*3 -2.6 . X-Bracing - < 3 E 1 D 7d 7 21 -2! 2 0.750 6200 8000 D375 CA 4 3 F 7 L4 -3.4 8 _aA -3.4 2 0.750 62M SAW 0.375 0A C 1 0. 10.2 8 -2.0 -3.4 7 _ O y 3 G 1 0.0 4.6 7 0.7 ig 8A 2 0.750 6000 00 0.375 0.0 � MICHAEL � g DAVID MORONEY H BRACING REACTIONS, PANEL SHEAR o NO.29478 Bracing( Panel ShWall ear - 1'-0' Id C d Renc ot Horqz Vert L tn Reactn Basee Angte(lb/ft) O��FGIS 1 F L2 0.9 O E L9 L5 S/ ANCHOR'B❑LT PLAN 3 B z U2..0 L7 NOTE, All Base Plates 8 1001-01(UNJ e Ll G 1 2 111 ss DRAFT ENG. DI¢= 5/8' Din= 5/8' DI¢= 3/4• Dia= 3/4• ", Dia= 3/41 DIa= 3/4' DIn= 1/2' Din= 3/4' REV. DESCRIPTION, DATES APP'D. APP'D. OF r 8 -i �-Q--J 3 6 4- ®�® 4' ®�® 4• ®�® 4• ®i® q• 2 1/2• O 10' -�- 3• 3• jE ' - -l- -�- • Ew/ 2 3/4• ® ® 2" PACKAGE STEEL BLDGS, Dan A. S eakrlan Coast i IB" � � I8" 8. l�w 1 i/ 1 1/ 1 1/ I. 1/ 1 1/ 1 1/ w 1 1/c''"'1 1/ w 1 1/ 1 1/ Sw PROJECT Torrice Co. ANCHOR BOLT PLAN Exist. Bide. DESIGN, MDM DESIGN CHECK, Sw 2• ID 0107-025See Plan See 1'- See Plnn See Plan See Plan PROJECT 71 Bodick Road DRAFT,GAW DRAFT CHECK, DETAIL A Bose EL. 302'-0• DETAIL 9 DETAIL C Base EL 102'-0' DETAIL D DETAIL E DETAIL F DETAIL G DETAIL H Base EL. 99'-6' ADDRESS H annls, MA 02601 DATE, 8/ 8/Ol SHEET ABLT-1 SPLICE BOLTS CAP PLATE BOLTS MEMBER SIZE TABLE (in) Splice Top Of Plate Bottom Of Plate Col PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Qnt yp Dia Len Qnt Typ Dia Len Id Qnt Typ Dia Len START/END THICK LENGTH W x T x LEN W x T x L-EN RFl-i 9,5/27,0 0,230 160,7 16 x 5/8' x 158.4 16 x 5/8° x 131,9 Sp- 1 4 A325 0.750 2,25 2 A325 0,750 2,25 RF1-8 4 A325 0,625 1,75 16 x 5/8" x 37 Sp- 2 2 A325 1,000 2,75 4 A325 1,000 2.75 RF1-2 29,5/40,0 0,230 240,0 8 x 3/8' x 306,7 8 x 3/8' x 307,0 Sp- 3 2 A325 L000 2.75 4 A325 1,000 2.75 40,0/43,0 0,230 66.7 Sp- 4 4 A325 1,000 2.75 2 A325 1,000 2.75 RF1-3 .42,9/25,2 0,180 240,0 8 x 1/2' x 317,2 8 x 3/8" x 318,0 Sp- 5 4 A325 0,875 2.25 2 A325 0,875 2.25 25,2/19,6 0,180 77,2 Sp- 6 4 A325 0.750 2,50 2 A325 0.750 2.50 RF1-4 19,5/35,6 0.313 239.5 8 x 3/8' x 240.0 8 x 3/8' x 237.6 RF1-5 35,6/23,5 0,230 239.7 8 x 3/8' x 240,0 8 x 3/8' x 237,2 OFLANGE BRACES: Both Sides(U,N,) RF1-6 23,5/23,5 01180 87.3 8 x 3/8' x 3273 8 x 3/8' x 327,3 FBxxA(1): xx=length(in), Cll=one side 23,5/23,5 0,180 240,0 A - L2X2X1/8 RF1-7 21,5/ 9.5 0,180 185,7 8 x 3/8' x 30,0 8 x 3/8' x 162,0 8 x 3/8' x 183,9 RF1-6 P6X13 7 3/4' 7 3/4- 15 SP@ 4'-11 11/16" 10 Sp @ 4'-11 7/16' Ql' AC1) FB56,25A(1) FB6� 5AC1) FB55,88AC1) 1" 12 FB55,1133 - - - Q - - _ - - - - 00 - - FB54,75AC1) 12 FB62,13AC1) FB54,755A 1) 3 +' FB62,5ACll �- - - - - L FB58AQ) Q _ OD _ - - - - - - - - - _ - 41 - -- M RF1-4 RF1-5 In co I RF1-3 v/) vai (L RFl-6 � -i RF1-2 �Duco I � � u, Lo rC I �, 10 Q N 10 i Cu I � d °L w I iu i v 8, 2'-6 13/16' 71'-9 3/16' 47'-3 11/16' 2'-0 5/16' 8' Clearance Clearance 75'-0' 50'-0' 125'-0' OUT-TO OUT OF STEEL G A BUILDING CROSS SECTION FOR FRAME LINE 2 DRAFT ENG, REV, DESCRIPTION: DATE: APP'D, APP'D, tH OF Mgss4 2 � c NIICHAEIDAVID tiN 1 MORONEY ti No.29478 PACKAGE STEEL BLDGS, Dan A, S eakr'ian Cons-t, a�F TER G�a� PROJECT Torrice Co, FRAME X-SECTION PLAN s ID 0107-025 DESIGN:MDM DESIGN CHECK: PROJECT 71 Bodick Road DRAFT:GAW DRAFT CHECK: ADDRESS Hyannis, MA 02601 DATE: 8/ 8/01 SHEET FRXS-1 ' RADSCN far," 26 • - - CHARLES LANE FALMOUTH•MA 02540 310 994-9235 ryan@ra-dsgn.com ro-dsgn.com 71 Bodick Road Hyannis, MA PROJECT INFORMATION PROJECT DESCRIPTION. OWNER: Tonice,Claire L TR MAP/BLOCK: 343/018 C/O The Begley Companies E-- • 185-New Boston Street. USE CODE: 3160,PRE ENG WAREHOUSE - BaYtlStSb�e B'dO• Dept. •� . Woburn.MA.01801 _ L• .EXISTING CONSTRUCTION TYPE: TYPEII-B - T-•-4 PROJECT ADDRESS 71 Bodick Road Hyannis,MA 02601 EXISTING OCCUPANCY: S2 Approved by: EXISTING GROSS SF: 15,000 CD - - - ,? ® '�f STRUCTURAL ENGINEER: Eric Colville P.E. 6/_l /j 292 Main Street PROPOSED CONSTRUCTION TYPE: TYPE V-B - Permit Gloucester,MA 01930 M=. ph:978.810.1184 PROPOSED ACCESSORY OCCUPANCY: B - edocolville@yahoo.com _ �n PROPOSED GROSS SF: 15,000(NO INCREASE TO TOTAL GROSS SF,INTERIOR ONLY) - n �., DESIGNER: - RA-DSGN INTERIOR REMODEL TO EXISTING WAREHOUSE BUILDING.(2)NEW UNISEX EMPLOYEE RESTROOMS, 1-n 26 Charles Lane INCLUDING 1 ACCESSIBLE RESTROOM. NEW OFFICE,RECEPTION,STORAGE,AND STAFF ROOM. e r - i Falmouth.MA 02540 WORK TO INCLUDE:INTERIOR PARTITIONS,EXTERIOR DOOR,INTERIOR CARPENTRY,FINISHES, ph:310.994.9235 PAINTING,AND DUCTLESS MINISPLIT UNITS.PLUMBING,AND ELECTRICAL UNDER SEPERATE PERMIT. Ryan Austin ryan@radsgn.wm • 5.` CONTRACTOR: Moniz Home Improvement _ 50 Main Street Ext. - - Harwich MA 02645 ph:774.237.0317 Ken Moniz ken@kenmoniz.com _ DRAWING LIST / # SHEET NAME - I GENERAL A000 Cover Sheet - A001 AAoess61111y R—iR - - - ARCHITECTURAL . Rion EriMlrg11—PI- VICINITY MAP MO1 Proposed Floor Plan A131 Reflected Cn6 I F—t Plan Y '-,� Awt e�amaawans �emtem - -z .t ., • A401 Iraedor Elevaiare•Resirooms to `v d GENERAL NOTES ,a a t • 1. CONTRACTOR TO COMPARE DESIGN DRAWINGS WITH EXISTINGBUILDING CONDITIONS BEFORE COMMENCING WORK.NOTIFY DESIGNER OF ANY DISCREPANCIES AND OBTAIN AOEOUAINFORM4TI0Nh BEFORE PROCEEDING WITH THE WORK. 2. DEMOLITION SHALL OCCUR AS REQUIRED BY THE SPECIFICATIONS ANDAS SHOWN ON THE DRAWINGS,AFTER RECEIVING ALL NECESSARY APPROVALS FOR BOTH DEMO AND NEWCONSTRUCTION. 3. DO NOT SCALE DRAWINGS.FOLLOWWRITTEN DIMENSIONS IN PREFERENCE TO SCALED MEASUREMENTS;DETAILS TO GENERAL DRAWINGS.IF FIGURES OR INFORMATIONARE INSUFFICIENT, �' Y •�: `r 3:',y, k' x L9� INACCURATE,OR INCONSISTENT,NOTIFY THE DESIGNER AND OBTAIN ADEQUATE INFORMATION BEFORE PROCEEDING WITH THE WORK. 4. ALL DIMENSIONS ARE TO FACE OF WOOD STUD FRAMING UNLESS OTHERWISE NOTED. p 5. ALL MANUFACTURED MATERIALS AND EQUIPMENT TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. 6. THE CONTRACTOR SHALL BE HELD RESPONSIBLE.SO FAR AS MS OR HER OPERATIONS ARE CONCERNED.FOR THE CARE AND PRESERVATION OF EXISTING UTILITIES,ROADS,SIDEWALKS AND ADJACENT PROPERTY.HE SHALL ALSO BE HELD RESPONSIBLE FOR THE CARE AND PRESERVATION OF EXISTING CONSTRUCTION TO REMAIN ANDVEGETATION TO REMAIN AS INDICATED ON THE DRAWINGS.ANY PART OF THEM INIURED,DAMAGED OR DISTURBED BECAUSE OF HS OR HER WORK SHALL BE REPAIRED.REPLACED.OR CLEANED AT CONTRACTOR'S EXPENSE. p"� 5�4 - y �. { p f` "�a✓"Ay61� ,5 ���� 1. PROVIDETEMPERED SAFETYG-INGVWEREREQUIREDBYOODE, 8. ALL FIRE PROTECTION REQUIREMENTS SMALL BE INSTALLED.MADESEROCEABLE AND MAINTAINED PRIOR TO,DURING CONSTRUCTION AND AFTER FINAL INSPECTION. 3 ; You FS•t k ? "F G ,1 Re^sM RIC 9. CONTRACTOR TO COMPLY WITH ALL NATIONAL STATE AND LOCAL CODES.AMMENDMENTS.LAWS,ORDINANCES,RULES AND REGULATIONS OF PUBLICALITHORITIES GOVERNLNG TIE WORK. ` 5 �w V 1.^ , RU TURAL D. FINLaHEs: t S 1 6 NO FOAM PLASTIC xwx ��. SMOKE DEVELOPED RATING GREATER THAN 450 NOT PERMITTED. a...l•*•ww,...,,.m,„w., .Yn...x.. ..T. .... .d.aow......b..v..a,«x..5w,l..a ..+•.a.J....- ""x e,.tis No. 5547 ' FLAME SPREAD CLASSIFICATION OF GREATER THAN 200 NOT PERMITTED. - 4P MIN. 12-MAX. GRAB BAR LENGTH <, ' . 74'MIN. TO GRAB BAR END DOOR 36'MW. rIAXTO 14 IKIN DIS OSAL 2 • GRAB BAR L@1GTH 747 � uxdi � - 1B" TO ISSU DI ENSER — .Y -FF 26 13'MIN. g CHARL EI-11 'FINISH FLOOR FALMO TH.M . g � 1 fl � fAUv10UTH.MA 02540 2 310 994-9235 FINISH FLOOR ty . NAPKINTAMPON PAPER TOIAS. 1 CARPET VENDOR DISPENSER& ^1 "" IF:.. y ryan@radsgn.com WASTE RECEPTACLE 1/4"THICK 1/4".THICK 15"T01B- 11 Accessible Toilet 8 Accesso Heights 10 3 ha;-0 m Elevation Om ----- -- --- 1 I 5 w W H.C.SIGN PICTOGRAM OF o MANOR WOMAN 6"HIGH SEE ELEVATIONS (L DEVICES FOR EXIT SIGNS AT 6" FIRE STROBE TVP.AT 80"A.F.F. 15'TO 18' MIN.W/RAISED LETTERS URINAL e T "IF NOTED AND BRAILLE.BELOW - DEPTH wrtmoWLaanoNs A BD 9s MIRROR SHALL BE MOUNTED I 17'MAX EXIT EQ ffi WITH THE BOTTOM EDGE NO HIGHER 0 . H R THAN 4"FROM THE , 30"MIN. 4'-0"CLEAR .14" I. - ___--SEER ESTROOM FLOOR,CBC 11158.9.1.2 IDENTIFICATION REACH FJONF CLEAR SPACE _ COUNTE ADA WALL SIGN•AT LATCH SIDE OF FAUCET DISPENSINGCO ROU 1.CHARACTERS AND SYMBOLS ARE REQUIRED TO CONTRAST WITH THEIR BACKGROUNDS DOOR OPENING OF ACCESSORIES WITH A NONGLARE FINISH URINAL SCREEN NOT FIRE PULL OR THERMOSTAT AND DISPENSER OPERATING MECHANISMS TO BE AT 40" 2.SYMBOLS ARE TO BE CENTERED ON DOOR 60"ABOVE FLOOR AND ARE TO BE DISTINCTLY TO PROJECT BEYOND MAX / DIFFERENT FROM TH EDOOR IN COLOR AND CONTRAST. �- ' EDGE OF FIXTURE 4"S0.SYMBOL FOR ACCESSIBLE m F EMRV-CENTER BELOW HARDWARE WALL MOUNTED LAVATORY rt- 3.BOTH DOOR SIGNS AND WALL SIGNS SHOWN WITH BRAILLE ARE REQUIRED FOR DISABLED . 'ELONGATED RIM- �-Z - \ - ANDD DRINSULATAIIN PIPINGATEW4rH no SIDE RESTROOMS ONLY oamucnm sn9rcnEsLINE OF MIN.CLEARANCE 4.LETTERS OF WALL SIGNS;LETTERS AND NUMBERS RE RAISED 1/32%ARE SANS-SERIF O RECEPTACLE • RECD. u LL Qr�-T— rE EPryoNEcoMM. 6.. UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE.oS.MOUNTING OF WALL SIGN ALLOWS A PERSON TO APPROACH WITHIN 3"OF SIGN W/OUT ALL INSTALLATION MUST MEET THE 12 REQUIREMENTS OFTHE ADA&STATE 1r MIN HITTING ANY OBJECT OR DOOR SWING. BUILDING CODES,TYPICAL 1 1 (/) Accessible Urinal Heights f Accessible-T pical Mounting Locations T T icel Wall Mounted Lavato Heights 6 Accessible Restroom Si na e •C - 9 - B „_ - -1-0 YD ry 9 _ 1/2 . O = - W 4'MAX NOTE: REQ'D CI ANY AMOUNT PROTRUDING OBJECTS MAY NOT / WIDTH REDUCE THE REQUIRED CLEAR w WIDTH OF AN ACCESSIBLE ROUTE 71 OR MANUEVERING SPACE. t. cc T f PARALLELTO Lr IF „•:: .. .,;: ,"„�� .,... ,°. °,ter"°Y<v <a�,.00 , k—i—" Accessibility HATCH INDICcw- ��� Details DETECTION AREA -i _ � �[ ----.-------11, 1 - x: Of 91,E ;ems c Y °Viinx N s j ^ .s'ihdicoted _ - C OUTLETS,SWITCHES,EXIT SIGNS J e /1 Typical Accessible Clearances Protruding Objects and Overhead Hazards O3 Accessibility " -D" 3/16" 2 N� _ RUC uFiF Aft PLAN NOTES ,. ALL INT.WALLS 2.4 STUD,16-O.C.,U.N.O.e 2. ALL DIMENSIONS FROM FACE OF STUD. 3. ALL INTERIOR GLASS DIMENSIONED TO R.O. 4. WHERE POSSIBLE USE STUD CORNERS. . 5. 518'ADVANTECH PLYWOOD AT EXTERIOR FACE OF ALL EXTERIOR-PERMITER WALLS FOR SHEAR a. BATTINSULATION ATALL EXTERIOR-PERIMETER WALLS FOR ACOUSTICS 26 7. SMOKE I CO2 FIXTURES.AND/OR FIRE SUPPRESSION SYSTEMS INSTALLED TO MEET CODE CHARLES LANE 4VAREHOUSESTORAGE AREA. a. ADD OUTLETS AS REO'D TO MEET CODE FAIM 011fH.MA 02540 310 994-9235 .. - - is r n.com nra a ra 9 Y . - - f0-(/Sen.COm LOADING RAMP PROPOSED AREA OF WORK 0" PARKING. - - Existing Building Plan Q U c C WAREHOUSE STORAGE, N I.C.��� \\\\\ O = RELOCATE STORAGE SHELVING i I _______ I _________ I _________ i i fS- RELOCATE —STORAGE- SHEVING 1� II II - I i I II OFFICE! I I, ILL- II WAREHOUSE STORAGE . I I I I _J I I J RESTROOM -IE--LL /-----------j I J iT — 1 �- 1 A _J L-- I I _ RELOCATE FORKLIFT CHARGING STATION it hl OFFICE lr RECEPTION I ! I � --------- --- — ------- --------- ---------q; � "Existing Floor r I I CL �� I III RELOCATE STORAGE SHELVING I' - \\\ Plan II RESTROOM II / ' ---------------- I ENTRY L__J ~y -- 1 As indicated 3 Existing Enlarged Demolition Plan 1 ST 4 ` H�/ 00 Iv ' t „ OCCUPANCY LOAD CALCULATONS. 201518C TABLE 1004.1.2 �'g ERO 'S OCCUPANCY LOAD:LOAD: 30 ff� PROPO REASE:OCCUPANCY LOAD: 40 �i NET INCREASE: 10 •�'''�/^'zy" �r'• i PLUMBING FIXTURE CALCULATIONS: 26 WAREHOUSES 0RAGE AREA NJ.L .PER 20151BC TABLE 403.1,TYPE S-2 WAREHOUSE CHARLES LANE T PROPOSED OCCUPANCY LOAD: 40 H MA 02540 / S-2 OCC UPANCY fAlMO • i REQUIRED WATER CLOSETS(I PER 10D): 1 i I HVA EQUIPMENT WAREHOUSE VAT PER 10D 1 I REOURED LAVATORIES LA 1( )O . 310 994-9235 3,850 SF(d SOOGROSS�,� j GOCCUPANT LOAD:28)i' j PROPOSED LAVATORIES: 2 UNISEX(1 ACCESSIBLE). 'PROPOSED IAVATOPoES:: 2 UNISEX(I ACCESSIBLE) �yan®1a lsgacom 10-dsgn.com lk LOADING RAMP ACCESSORY OCCUPANCY PER 5082.3.NO SEPARATION RE0'D PER 5082.4 2 RESTROOMS 00 1 -— — — — - RESTROO MS/CLOSETS B ACCESSORY OCCUPANCY•a i — — - - 165 SF @ 0 OFFICE j 1185 SF 100 GROSS - 'OCCUPANT LOAD:O . l 1 - )OCCUPANT LOAD:12) / . - Oy- Occupancy Plan/Plumbing Fixture Calculations b / 1 Proposed Building(Plan V_2(r4r - - 39-10' 31?' B•-31? 31 N I � •U C: WAREHOUSE STORAGE, N.I. LEE ------------------------- C.\\\\ m _ SHELVING PLYWOOD COUNTER W SS TOP, FIRE EXTINGUISHER CABINET RECEPTION BREAK/COPY , 0 1 TEMPERED FULL4JTE DOOR LOGO DECAL ON SLAB FLOOR CARPET W/CAVE BASE Pt ifCL A401 RELOCATE EXISTING SINK1 '3 7YP Ct� _—_ _ _ _ _ _ _ _ _ _ _ __._ _ —.---.—.— .—.—. —.—.---. A301 b it, I b J _ I ACCESSIBLE RESTROOM � j 1. 1 LL a w IL , LLN \mE CLOSET 46 TYP E2 2 OFFICE 3 1 OFFIC I NEW FULLdJTE STEEL COMMEf1GAL SHELVING I� A301 , r , EXTERIOR EGRESS DOOR __... _ ....... _ Proposed j b e_ :I Floor Plan ro F MIN. ENTRY _ o EXISTING WASTE PIPE FLANGE LOCATIONS TO REMAIN - 31 -' ;-0' IS, - +31/! 11•-3,/d' 31? 11'-31/4' 31lY 312• RELOCATE F;OfiK UFjT G4NG Al ON' r As indicated ., RELOCATE ELECTRICAL PANEL 2 Enlarged Proposed Plan TP . Ilk I r 6 �-.. ram•, NX -, \\\ \\:'�WAREHOUSE STORAGE N���RE ELECTRICAL SYMBOLLEGEND T THERMOSTAT - OS SMOKE DETECTOR IEa EO - Eaa EO EO GO DETECTOR ._ ______ __________________� ' : IUD: . �i .... y Ea' Ea 26 ................ _ ... ....n ....... .. .... w... .. .. ...,.r .... ... ...^( COMBINATION LIGHT BREAK DETECTOR HARLES LANE O w RECESSED 011fH MA - RECEPTION BREAKPY P L SSED LED A 02540 ._....... ...._. .... ......... ............. ........ _ .. .. ... i ...... ... .... — _ scl c -- --.--- - - — F ....... ......... T fµ'x} 94TM EXH4UST FAN 310994-9235 a ....I.. ..__.. . WALL MOUNTED OSCILATING FAN FIV .. a -a - - n n vn" - WALL MOUNTED LIGHT rn vn SICO,' LEDUPUGHf ryas®Iads9n.Com Ea Ea ro-ds om 30 D STRIP OOWM1GHt 9n.c ACOUSTIC CEILING TILE GRID SYSTEM ..... ! ........... D..................... ,.......L.. _ ..... .. _. TED ..._p.. © SPECIALTY LLN C.T.DEa D'EO Ea EO WALL MOUNTED EXHAUST FAN ....... . . . ...: Eo A ESSIBLE RESTROOM y CEILING MOUNTED E%HUAST FAN ...._.... .v LIGHT SWATCH a OUTLET m a RESTROOM Sico ....... ___...__.. .:......_......_: ....... _____._.... .......:_4 .b. _..� _.�.... -- - - PHONE I DATA N� ' " ::::::: OFFICE 1 OFFICE 2 NIMBLE MATCH n a a GARAGE DOOR MOTOR n v IwI NG FAN n ..I....: .ENTRY ............. ............_. ...........__.. ...........................__...._..._ ......... ,_._.F l cEw 3D: 0 Reflected Ceiling/Lighting Plan 2 v4•=,•a. , U •� .. \\ \�\.\\\� A \\\\\\ WAREHOUSE STORAGE, NJ.C. CEILING STRUCTUIff OESIGNED FOR 20 PSF DEAD LO D12 RIM JOIST IYP. \��� ��� \fflfflxM\fflffl AND 40 PSF WELOAD-NO STORAGE PERMITTE1 W - / (2)2X8 HEADERIN\ • ci d 1 / ® w w o J / - 0 H / 7%,0 RIM JOIST TYP. g [2j2X8 HEADER . g-7 / 8{ ai / d c / a 3 d i i _ _________ _ __.______ __ ® / �2 (2 2X8 HEADER Reflected Ceiling/ / Framing Plan I _ AS indicated pt.VIL Framing Plan � c� 4 va•-r-T � �-fr r,TU1� N 5CoAl31 1 }3 26 i' CHARLES LANE TYPICAL HEADER:WINDOWS/DOORS _ FALMOUTH.MA 02540 (2)PLYWOOD SPACER ` - 310994-9235 i I S j ryan6'radsgn.com - rodsgn.com 3 pical Header Detail • Y4'ADVANTECH PLYWOOD DECK - • .. _ 11.71B•TJ1 SRO IJOISTS AT 1S'O.C.AT 2f SPAN - TT T.O.Oeek Q12.271W EXISTING WAREHOUSEBURDING O. FIBERGLASS BATT INSULATION(ACOUSTIC) 2XI2 RIM JOIST TYP.,U.NO. n_1V-21/4' •� V INMINERAL PLENUM CEILING FIREBLOCKING.IV MIN SPACING 2 IN PLENUM CEILING A301 24'•O' a' MAX.SPAN Deck l�17-27/B- Ceiling��10-0• uml —�` Plate l�1V-211r a —an- ACOUSTIC CEWNG TILE ON SUSPENDED METAL GRID b - 3 TYP b A301 I I } TYPICAL PERIMETER WALL CONSTRUCTION: -1/Y BLUEBOARD 6 PLASTER •Ilr AOVANTECH PLYWOOD SHEATHING,FOR SHEAR P. - •2X4 S7.0®16.O.C.,U.N.O. -FIBERGLASS GATT INSULATION(ACOUSTIC) b •1/Y BLlSBCARD 6 PIASTER y /� I I ilY EXPANSION ANCHORS®48.O.C. 3'CUR MIN P COVE BASE,U.N.O. t Building& FINISH FLOORING AS NOTED Wall Sections A etas G�ae A I I _ — ER{C n5 TO indicated . 0- T ical Wall Section Typical Building Section - R '15 � NJ f, w / - j I °RA DSG Plumbing Fixture Schedule Type Mark Manufacturer Model Description County, PL1a Kohler ( K-2867 Hudson"A wall-mount lavatory with 4 inch centers and lugs for chair carrier 2 ` PL1 b Kohler K-7401-SN-CP Triton®0.5 gpm centerset commercial bathroom sink faucet with pop-up drain and 2 FBI. d 2 •S'a` — I wristblade lever handles 26 PL2a American Standard 3641.001.020 Right Width 1.28gpf FloWise Right Height Elongated Flushometer Toilet 2 CHARLES LANE PL2b American Standard I 6047.121.002 Flush Valve:Manual Top Spud,1.28gpf 2 FALMOUTH.MA 02540 `.EXHAUSTFAN PL2c American Standard 5910.110 Toilet seat,extra heavy duty plus,'EverCleanTM'Surface,for elongated bowl 2 310994-9235 PL3 Bobrick Washroom Equipment,Inc. B-2888 Surface-Mounted Multi-Roll Toilet Tissue Dispenser 3 PL4 Bobrick Washroom Equipment,Inc. B-221 Classic Series Surface Mounted Seat Cover Dispenser 1 ryaOre4aCsl0n.com PL5a Bobrick Washroom Equipme'nt,Inc. B-5806 x 36 Grab Bar w/Snap Flange-3'-0"Length x 14/4"Diameter 1 radsgn.com A� T PL5b Bobrick Washroom Equipment,Inc. B-5806 x 42 Grab Bar w/Snap Flange-3'-6"Length x 1-1/4"Diameter 1 EIHAUST ' ELECTPoCAL PANEL - 'NOTE:SEE A001 FOR TYPICAL - ACCESSIBILITY DETAILS Enlarged Plan-Restrooms - S'mr L ❑ 1=C: •— O = T.O. T.O:_S—labh�0' W Slab O' `f South Restroom - Interior Elevation-Unisex Restroom East Interior Elevation-Unisex m South 2 Interior Elevation-Unisex 5 6 _ 7 ,rr=ta trr ra' 1 7 Sim, A001 li 3•P � ixm.r xmo,:r..w:�n REFER TO 7IA00,FOR TYP. 'y 8-(r LAVATORY DETAIL I - _- ' 1 T ��PLSb, PLSa GYPSUM WALL 840RD.PTD.TYP. i Interior Elevations- zr PI.S. "� 1-y PL4 PL2c PL2a Restrooms a �j l Pl3 P DOVE BASE.TYP. / _ T.O.Slab 0' _ T.O.Shb P T.O.SIaD 0' • 1 ::O>SIaD Rn 5G•` �,(r! �m .6 - PL2e G10 c Interior Elevation-ADA Unisex Restroom South Interior Elevation-ADA Restroom Unisex East Interior Elevation-ADA Unisex Restroom North Interior Elevation-ADA Uniset e m W -t: /� 40