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HomeMy WebLinkAbout0025 COMMUNICATION WAY Coll? A6 v r, N T r� Town of Barnstable a Building Department Services ��oFt"E raytio Brian Florence, CBO BARNSTABLE dAitISTAE!E•fAtER:'IUE•CONR•HVA:I\[5 MFFSRIMS MILLS•OSTERVILLE•VEST 8i5TAb:S H Building Commissioner 1639-2LLE4 9B ABLE,$ 200 Main Street, Hyannis, MA 02601 �A 039. www.town.barnstable.maxs TED MA'S A Office: 508-862-4038 Fax: 508-790-6230 January 10, 2019 4 t Mr. Daniel Ojala Mr. Craig J. Ferrari Down Cape Engineering, Inc. 939 Main Street, Route 6A Yarmouthport, MA 02675 RE: Site Plan Review#088-18 Cape Cod Healthcare - 29 Additional Parking Spaces 25 Communication Way, Barnstable Map 314, Parcel 005 Proposal: Addition of parking spaces to the East end of the site to accommodate'additional Cape Cod Hospital employees, existing lighting to remain, drainage and landscape improvements planned. Dear Dan: At the informal site plan review meeting held January 8, 2019,the Site Plan Review Committee found the above-referenced application to be administratively approvable subject to the following: • Approval is based upon, and must be constructed significantly in compliance with site plans entitled"Parking Expansion Site Plan"one sheet, scale 1"=30', dated August 15, 2018,with final revision November 2, 2018; and, "Drainage Calculations: 25 Communication Way, Drainage Area DAI" dated December 14, 2018; both prepared by Down Cape Engineering, Inc., Yarmouthport for Independence Park/Cape Cod Healthcare. • Relief from the Zoning Board of Appeals pursuant to 240-33F special screening standards of the Industrial District will be required. • Barnstable Fire Chief Frank Pulsifer has requested that the shrubs blocking the FDC connection and post indicator valves located across from the proposed new parking area be completely removed as a part of the above landscaping proposal. He notes that this issue has been previously raised during annual inspections. - • Assistant Town Engineer, Amanda Ruggiero,has identified a Town project to locate underground fiber optics that will affect the area of the proposed sidewalk. Coordination of the projects will be required and the possibility of the provision of a temporary easement may be necessary. Contact: 508-790-6400, Ext. 4933. f e Per DEP requirements for projects located in the Well Head Projection Overlay District, %TSS removal and an Operation&Maintenance Plan will need to be provided and implemented. e Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Elizabeth Jenkins, Director of Planning &Development Amanda Ruggierio,Assistant Town Engineer Chief Pulsifer, Barnstable FD Zoning Board of Appeals Town of Barnstable Building Post This Card§So Thant is,Uisible�From�th"'e�Street� Approved;PlansMMust�bezRetamed on''Job�and this Card Must be Kept Y *� oARN:TCX4LE: • ,;'f '. a�� 3%;.�,�>�� ;,� � 6 Posted Unt�l'F nal Inspection Has Been Made; :, A 4'' 3, 6 � � Permit Where"aCerti cat„e of®ccupancy sRequired,such 8uildmg shall Not'be Occupi d unt 1 a�Final Ins�.pe�ct�gn has been made Permit No. B-18-4159 Applicant Name: KELSEY HOLT Approvals Date Issued: 01/15/2019 Current Use: Structure PermieType: Building-Alteration INTERIOR Work Only- Expiration Date: 07/15/2019 Foundation: Commercial Map/Lot: 314-005 - Zoning District: IND Sheathing: Location: 25 COMMUNICATION WAY, BARNSTABLE ' 3 Contractor}Name'; . KELSEY HOLT Framing 1 Owner on Record: INDEPENDENCE PARK INC Contractor`L'icense CS,109375 pA 2 Address: PO BOX 1776 Est Pr6j, ct Cost: $ 170,000.00 Chimney: HYANNIS, MA 02601 Permit Fee: $ 1,722.00 Description: MISC. MINOR WALL AND CEILING ADJUSTMENTS TO ALLOW FOR > " Insulation: Fee Paid' $ 1,722.00 NEW OFFICE LAYOUT. INCLUDES RELOCATIONS OF EXISTING MEP'S AS NEEDED 'Date' 1/15/2019 Final: Plumbing/Gas Gas Project Review Req: g/ f, s. Rough Plumbing: ` w Building Official Final Plumbing: z Rough Gas: a Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved_construction documenfs'for whichlthis permit has been granted. Electrical All construction,alterations and changes of use of any building and structures shall be`in compliance with the local zoning by laws'and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Service: work until the completion of the same. '• � a , � � y • Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Mjnimum 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 unregistered contractors do not have access to the guaranty fund" (as set forth.in MGL c.142A). PROJECT y NAME: ADDRESS: 2-5 l l T PERMIT# PERMIT DATE: 5� M/P: J I vl " 0.5 LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAP ro / 1 S am p gr on: � a �-/ � BY: q/wpfiles/forms/archive 0 Application Numb .........................A..T.................... MAE& Pemift Fee.........................................Comer Fee......................... 16396 Total Fee Paid -, ........................e.. .... )A................-.....t..-d..t.... TOWN OF BARNSTABLE b ...U . . )1 .[:Jq .... -aAval . BUILDING PERMIT ...........1 11� PM.CL �©�............. ....... .................... MV APPLICATION Section I — Owner's'Information and Project,Location Project Address-a5 00mMvr\;CA+i0r, wo"\4 Village ibzftn� &10JA�`�i Owners Name �4 Owners Legal Address C State _ M•4 Zipa(o0� Owners cell# E-mail Section 2—Use of Structure F Commercial Structure over 35,000 ic feet�Use Group--: — ❑ Commercy Structure under 35,00 cubic f,%t C= El Single/Two Family Dwelling rn Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate El Ac-r-essory Structure E] Change of use ❑ Demo/(entire structure) El Finish Basement [I Family/Amnesty El Fire A]mTn Rebuild El Deck Apartment Sprinkler System ❑ Addition ❑ Retaining wall E] Solar 6/Renovation El. Pool El Insulation Other—Specify Section 4 -Work Description J AA;�r— Mi'W ViO M UAN'Vko� 01 Ila W I-a " YI-VIVdes (--eroc44)�As of- Pax;5Em4* Yogi- J 0.?,7 ".5 nee dej S::ec:t:ion 4 -7�k Description 'r tj T K-.t nndzbed--2/9/2019 r, Application Number.................................................... Section 5-Detail Cost of Proposed ConstructionAJIQ,000 Square Footage of Project & � 5 5 Age of Stricture r`, , Dig Safe Number # Of Bedrooms Existing 'Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method =0 MA Checklist ❑ WFCM Checklist ❑ Design Section 6-Project Specifics 3 ®'Vince ❑ Oil Tank StorageS oke Detectors [] Plumbing ❑ Gas Fire Suppression ❑ ❑ ❑Heating System Masonry Chimney Add/relocate bedroom waxer,S l ' 0,Public w -❑ Private - - Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris`Disposal Facility: O n ; &44-6.e— I am using a crane ❑ Yes li No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—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=dated_2J92019 b Application Number........................................... Section 9—.Construction Supervisor t r: Name_ye,(f�ey 46 4- Telephone Number Address ?3� AIM s�• CityE. 9V(( eWah' State MA Tap Da33� License Number IS License Type l \RcA(--LelxpirationDate Oho as Zp�Cj Contractors Email Y-A0 1@bet16roc, Cell# S0$ I understand my responsibi"hh'es under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Buvldmg Code. I understand the construction inspection procedures,specific inspeclions and documentation recuflred by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date 12 t 2 / Section-10-Home Improvement Contractor I - Name ------ -_--- - Telephone Number Address City State Tip Registration Number - Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Bamstable.Attach a copy of your IUC... Signature Date Section I1 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number r I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature �C , Date Print Name e;:' (✓0�•e Telephone Number W`1 J G 53 -I g� I E-mail permit to: T-.w......i..a-.i. mnni o Q r Section 12—Department Sign-Offs Health Department © Zoning Board Cif required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑• -_ -f�: Conservation For conunercial world please take your plans directly.to the fire department for approval Section 13—Owner's Authorization L , as Owner of the-subject property hereby authorize bell Q6K TY-S to act on my behalf in all matters relative to work authorized by this building permit application for: (Address of j ob) ' Signature of Owner date i . Print Name Last wdated:2/92018 c MEDCOM Existing Building Code Review ARCHITECTURAL GROUP Date: December 03, 2018 To: Barnstable Building Department Barnstable BUY. Dept. From: MEDCOM Architectural Group, ILL by: Project: Cape Cod Healthcare 25 Communications Way Hyannis, MA 02061 . Existing Building Code Review Preface: The proposed work within the space includes renovations and reconfiguration of less than 50% of the building aggregate area. We have reviewed the existing structure and have determined that the work qualifies for Level 2 Alteration requirements of the International Existing Building Code. Relevant Codes: 2015 International Building Code (IBC-2015) 2015 International Existing Building Code (IEBC-2015) Chapter 8 Alterations Level 2 2015 International Energy Conservation Code MEDCOM Architectural Group,LLC Cape Cod Healthcare 25 Communications Way Hyannis, MA 02061 Existing Building Code Review Page 2 Applicable Code Sections: Chapter 8-Alterations —Level 2 701 General 801.2 Alteration Level One compliance, in addition to chapter 8, all work shall comply with the requirements of chapter 7, Level 1 Alterations. See below items 702.1 through 705. 801.3 All new construction elements, components, systems and spaces shall comply with the code for new construction. Chapter 7-Alterations —Level 1 701 General 702.1 Interior Finishes shall comply with Chapter 8 of the International Building Code with Massachusetts amendments. 702.2 Interior Floor Finish, including carpeting shall comply with section 804 of the International Building Code and Massachusetts amendments. 702.3 Interior Trim shall comply with 806 of the International Building Code and Massachusetts amendments. 703 Fire Protection 703.1 Alterations shall be done in a manner that maintains the level of fire Protection provided. 704 Means of Egress 704.1 Repairs shall be done in a manner that maintains the level of protection provided for the means of egress. MEDCOM Architectural Group,LLC Cape Cod Healthcare 25 Communications Way Hyannis, MA 02061 Existing Building Code Review Page 3 705 Accessibility The existing building is accessible. All new work will comply with 521 CMR Architectural Access Board. 706 Structural 706.1 Where alteration work includes replacement of equipment that is Supported by the building or where a reroofing permit is required, the provisions of this section apply. No new mechanical equipment. 707 Energy Conservation 707.1 Level 1 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the International Energy Code. Chapter 8-Alterations —Level 2 Continued 803 Building Elements and Materials 803.4 Interior Finish The interior finish materials will comply with the code for new construction. 804 Fire Protection Building is fully sprinkled in accordance with NFPA 13. Building is fully alarmed with an addressable system. 805 Means of Egress The building means of egress has been based upon the code for New construction with regards to occupant load, number of exist, travel distance, stair and door widths, railings and guards. MEDCOM Architectural Group,LLC Cape Cod Healthcare 25 Communications Way Hyannis, MA 02061 Existing Building Code Review Page 4 806 Accessibility The existing building is accessible. All new work will comply with 521 CMR Architectural Access Board. 807 Structural 807.2 All new structural loads and elements, including connections and anchorage shall comply with the 2015 International Building Code. 807.5 Existing Structural elements resisting lateral loads. There are no additional lateral loads being applied to the structure. No new mechanical equipment 808 Electrical 808.1 All newly installed electrical equipment and wiring relating to the Work done in any area shall comply with the applicable requirements of NFPA 70 except as provided in section 808.3 809 Mechanical 809.1 All reconfigured spaces intended for occupancy and all spaces converted to habitable or occupiable space in any work area shall be provided with natural or mechanical ventilation in accordance with the International Mechanical Code. MEDCOM Architectural Group,LLC Cape Cod Healthcare 25 Communications Way Hyannis, MA 02061 Existing Building Code Review Page 5 809.2 In Mechanically ventilated spaces, existing mechanical ventilation systems that are altered, reconfigured, or extended shall provide not less than 5 cubic feet per minute (CFM) (.0024 m3/s) per person of outside air and not less than 15 cfm (.0071 m3/s of ventilation air per person, or not less than the amount of ventilation air determined by the indoor air quality procedure of ASHRAE 62. 810 Plumbing 810.1 Minimum Fixtures Where the occupant load of the story is increased by more than 20 percent, plumbing fixtures for the story shall be provided in quantities specified in 248 CMR. Fixtures counts comply with 248 CMR. 811 Energy Conservation 811.1 Minimum requirements. Level 2 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the International Energy Conservation Code. The alterations shall conform to the requirements of the International Energy Conservation Code. na VMS Gregory B. Siroonian Date: 12-03-2018 MEDCOM Architectural Group, LLC Initial Construction Control Document H To be submitted with the building permit application by a Registered Design Professional for work per the 9' edition of the gJ0�00 Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Healthcare Date:12-3-2018 Property Address: 25 Communications Way Project: Check(x) one or both as applicable: New construction X Existing Construction Project description: Office Renovations I Gregory B. Siroonian MA Registration Number: 9748 Expiration date: 8/31/2019 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical X Fire Protection X 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 Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required b the building official I shall submit field/progress re orts see item 3. together with pertinent q Y gP ( ) g comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. S JANo 0,�13AR/V811S , Enter in the space to the right a"wet"or electronic signature and seal: . Phone number: 508 759 9828 Email: gbs@MEDCOMarch.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 try Initial Construction Control Document H To be submitted with the building permit application by a _ o d Registered Design Professional a for work per the 9ffi edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Healthcare Date:12-3-2018 Property Address: 25 Communications Way Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Office Renovations I Gregory B. Siroonian MA Registration Number: 9748 Expiration date: 8/31/2019 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical X Fire Protection X 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 Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. K3.. k t. Enter in the space to the right a"wet"or electronic signature and seal: . Phone number: 508 759 9828 Email: gbs@MEDCOMarch.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Town of Barnstable _ Regulatory Services NAMRichard V.ScaU,Director Bnflaing neon Paul Roma,Building Commissioner 200 Main Sti=4 Hyannis,MA 02601 www.town.barnstablamams Office: 508-8624038 Fax: 508-290-6230 Property Owner Must Complete and Siam This Section If J n-v A Builder I. Michael Baehstein , as Owner of the subject property hereby authorize DellbrooK JKS to act on my behalf, in all matters relative to work authorized by this building permit application for: 25 Communications Way, Hyannis (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspe a ed and accepted. Sigaature of(-weer Signature of Applicant N bec� �d Print Name Print Name t Massachusetts Department of Environmental Protection eDEP Transaction Copy_ Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: DELLBROOKJKS17 Transaction ID: 1071162 Document: AQ 06 -Construction/Demolition Notification Size of File: 223.86K Status of Transaction: In Process Date and Time Created: 12/12/2018:1:48:57 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. -TA. T } YANKEE SPRINKLER COMPANY` Warranty and Letter of Compliance Re: 25 Communications Way Phase 1 Hyannis, MA 02601 We are the fire protection contractors for the installation of the fire protection work for the above- mentioned project. Yankee Sprinkler Co.,Inc. Warrants that this project was substantially completed and turned over for beneficial use and occupancy on 5/15/19. This project is in operating condition and in compliance with the plans and specifications at the time of this letter.During the course ofthe project,we made periodic visits to the job site. To the best of our knowledge,information and belief,our work is now complete and has been installed in accordance with our contract documents and the applicable provisions of the Massachusetts State.Building code and NFPA 13.. All materials and equipment and workmanship supplied under the contract between Yankee Sprinkler Co., Inc.and Dellbrook/JKS are covered by warranty and fully guaranteed for the period of one year. The warranty period expires l Year from substantial completion date of 5/15/19. Sincerely, 000� Michael Payton Yankee Sprinkler Co.,Inc:: Cc:File 86 Depot Street•P.O.Box 700•South Easton,Massachusetts 02375 Phone(508)238-1071 •Fax(508)230-2375 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division Date Issued��� Conservation Division Application Fee Planning Dept. Permit Fee-.!v �OU •�� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village BWW6 51&�_ Owner Address P. 0. R&C /77& I���A�•'�'�S� HA Telephone Permit Request e-A4 46- zon-x // . , P S � /'�r�' � C'a o� T ��t�a-r 7�- A;,,qr Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 71d) Flood Plain Groundwater Overlay Project Valuation 9;000' Construction Type. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Rod Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove:❑Yet ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ,0 neAlsize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Yes . ❑ No If yye/1s, site plan review # n / Current UserCi�(�c►� at+re,4 Proposed Use CalM APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - �30c' Telephone Number Address 46P1 b6.0N{5 'kb License # e5-01Zv60 �Zo Home Improvement Contractor# Email cogworker's Compensation #We-00i960-35 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 14A SIGNATUR DATE FOR OFFICIAL USE ONLY f. ? APPLICATION# DATE ISSUED t MAP/PARCEL NO. t ADDRESS VILLAGE i OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION - FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL FINAL BUILDING f` r• - DATE CLOSED OUT r ASSrOCIATION PLAN NO. _ r . r 3 _ I E f S 5 r SA33i'LRTAtE i ILI .4 Town of Barnstable j Regulatory Services Richard V.Scab,Director j Building IDiuisiou i Thomas Ferny,Cl)o Rguliltng COrwIniss$oner 200 Mak Streit, xY&Mis,Wd i 026W 'i'tli'4r'.t04FIi.�3ril St;3�i�e_iii&.IIS Office.' 508-852-40,8 Fax: Property bier Must Con plete and Sign This Section If Using A Builder t :'4t!°LT"':i7tli�E37.E��.�y�y---F.C�9L*� i.�'.✓�nl rci on Slay „.?2•T, art all`Y3 Ts xcla i C W VV0rx 2tA,)Az,ed by t:,+, bu[ -A.+qg p=nit mZ (Adc�r�s a£jctb} H IProperty O'O-ncr is apP,Yiisg,for pCrmit,please Complete the HoMeo��ier8 L-kea F.xerr�piion Fc.rsti r,o the evere side. ke tised un_?13 P i i i Michael Williams From: Roller, Chris <CRoller@CapeCodHealth.org> Sent: Tuesday,April 14, 2015 7:52 AM To: 'Michael Williams' Cc: Mark Thompson (independencepark1776@verizon.net); bizp82h9@verizon.net Subject: FW:25CW- Permit Attachments: Barnstable Permit Authorization Form.pdf Mike, Our landlord is Mark Thompson at Independence Park, Inc. His phone is:f508-775-1776.? Copied message to his email. Chris Chris Roller Project Manager Assistant HCI Project Management 774-836-7460 www.caaecodhealth.org s p W► s a�� CAPE COD HEALTHCARE Expert physicians. Quality hospitals. Superior care. From: Michael Williams fmailto:mwilliams(a)thedavenportcompanies.com] Sent: Monday, April 13, 2015 4:32 PM To: Roller, Chris Subject: Permit Chris, For the permit to replace the door we need a signature from the Owner of the building. Could you help us with who from Independence Park Inc.we could contact for a signature or do you have a contact to use. The state website does not list any individuals. Thank you for the help with this. Michael Williams Davenport Building Company 20 North Main Street South Yarmouth, MA 02664 508-367-0621 mwilhams@thedavenportcompanies.com This email and any files transmitted with it are confidential, and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error contact the Help Desk for Cape Cod Healthcare. Helpdeskna,CapeCodHealth.orp, i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel CIL Application # Health Division Date Issue CtVo � Conservation Division Application Fee` Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address ,.Village Owner /t Address Sf I A7Z-- S '4, ay� '`Telephone S0 _ 7 - f6ZO Permit Request _ e1XI ii? . L e&M Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new ,Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type :,Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing e - 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 ❑Yet ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size Barn: ❑ existing 0new---size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑-, Appeal # Recorded ❑ =x Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) `Name - A/Zc° / �---- - �'I Telephone Number -Address_-/ F.19,1? �l' �7`i �GjD L_� License# Home Improvement Contractor# ' Email Worker's Compensation #-- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO <<'-_SIGNATURE G'` DATE ,I y FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO: ADDRESS VILLAGE OWNER j DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH - FINAL _ PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT _ ASSOCIATION PLAN NO. PROJECT NAME: ADDRESS: v PERMIT# PERMIT DATE: M/P: 3L LARGE ROLLED PLANS ARE, IN: BOX ` 10 SLOT Data entered in MAPS program on: t-2- L� BY: q/wpfiles/forms/archive r �TNE roil Town of Barnstable Regulatory Services vMASS. '� Thomas F.Geiler,Director i639 �� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, irk l Lld DSd14 LN1• ex,2k! T-nC , as Owner of the subject property hereby authorize rlec4 rb n Y1 to act on my behalf, in all matters relative to work authorized by this building pemsit (Address of job) . *Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. igna e of Owner Signature of Applicant HAkk Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 TOWN OF BARNSTABLE I SIGN PERMIT PARCEL I ; 31,i 005 GEOBASE ID 23134 ADDRESS 25 COMMUNICATION WAY PHONE BARNSTABLE ZIP t LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 79321 DESCRIPTION 50 SQ SSA GLOBAL CAPE COD HEALTHCARE FINAN PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS:ARCHITECTS: Department of Regulatory Services TOTAL FEES: $50.00 { BOND 1 CONSTRUCTION COSTS $.00 "df{► 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE BAMETABLEo *. v•.ooQQ M1 . 1�1/fM M1 FD Mp`t A BUILDIN DIVI ION BY DATE ISSUED 09/16/2004 EXPIRATION DATE dl -- Tow �rofarnstable z" °"ytiaRe� %l�to. y`Services s�t.� E h � 1 0 � ��; �r C ii STABLE � 3: 5 Y Yl Fi- Y zr THoriias F'Geiler 'Director q q ( ' » IAFWSTABLE, » r yE ? �fi,kv �). �: G Yt9`I 9' `# .y 9 0� •; ding Division ; QED MPy A' PeterFJ�`tMatteo, .`Building1Comnussioner f x" 20 '1V, —n—*Street,"'Hyannis;MA 02601 Office: 508-862-4038 •f r5{ Fax: 508-790-6230 F Tax Collector Treasurer ;Application for Sign Peru-tit Applicant: fU Assessors No. { f ff Doing Business As: A G� 1 toe Cs a�Llon I elephone No. Sign Location d : Street/Road: �'LYYL f�t Q .pry a n 0 IS ' ti Zoning District: Oak, Yes/No Hyannis Historic.District? -Yes/No tr, , Property Owner Name: SST• (n Telephone: Address: l(V11'Y\u V►i C1 " . �l Village: CA r)r)K1 - u , t •. Sign Contractor {, Name:_•P�t,h'1'iO�l`� S IQr1 CD ' 1''�;: Telephone:SO S• q% 'Z7.Z Address:&q5 ��� �• ` '' Village:�k� yQX"Okt1 Description Please draw a diagram of lot showing location of-buildings and existing signs with dimensions,.ecation and size of file neW sign. Ties should be`drawn on the reverse side of this application. Is the sign to be electrified? Yes/N6 (Note:'If yes, a wiring permit is required). I hereby certify that I am the owner or that I have the authority of the owner to.make this application,that the information is correct'and that the use and construction shall.conform to the provisions of Section 4-3 of the Town of ` Barnstable Zoning Ordinance. t Signature of.Ownel/Authorized Ageu • Date: size: Y Permit Fee: Sign Permit was approved y Di approved Signature of Building Official:_ Date. Signl.doc rev.122801 r I' t `rt' '' '' L 2C n � xi 2j' 25 Communication Way �Sn OVERALL SIZE WITH POSTS 87"X 111" SIGN AREA 613"X 87" Sioxi CCx 63 OLD MAIN ST. S. YARMOlf7�H, MA. 02664 �! CMC>M 3as-272'! cso*3> 17'93o-3930 F�4Xx sao. a-mail; plysigncom0capecod.net 1C�U�STOMER _ PERMIT No. DR"BY DATE: M�KTERIALS APPROVE BY LOCATION: P Q/ REVISIONS: SCALE T - ` ,�y,,;: TOWN-OF BARNSTABLE BUILDING PERMIT APPLICATION M-ap Parcel _ Permit# 3l Q 77. ealth Division �' - fi 9 q �-{�I Date Issued - - Fee "3 rC 0 __ 67-Z) A. Tax Collect /�G' .$YPdANT MUST OBTAIN A SEWER ! `� _(JONNECTION PERK;} PROI THE, - ENGINEERING DIVISION PRIOR To /Treasure. J �,�' rr ;cTRvclioN Ar--PLICA,, ., ..1 A:"THIN A SEWER }_ CONNE("':)±• kOb` THE ENGINE EMN 1 i I",N PRIOR T10, �ister�•9I4H 1 Project Street Address 5 f O m M Vl\i Cori o n s S Village�e � _ - 1 k kscoc, eA y-r"A91 ` o �1�w`b� n1A a��lb� Owner v�d e eve c� �c�r �� Address ck es e� Telephone 9 6 It 6 0 (6 i ,Permit Request -OFFICE F I T001 --rP B A-SE rA E Iry T.1 F 1 (zST AIib S E co ry D F- L.00 k, BA6EN1E VVT o En IS l I1J Square feet: 1 st floor: existing S9 0 o proposed 2nd floor:existing 113,00 proposed Total new Estimated Project Cost 600 ,00 01 Zoning District Flood Plain Ni Groundwater Overlay Construction Type 6EV4C-F. 'FIT ouT_ Lot Size a7 �'I 1 Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two family ❑ Multi-Family(#units) Age of Existing Structure �.a y e(xT-S Historic House: ❑Yes Qk No, On Old King's Highway: ❑Yes 14 No Basement Type: 1(Full ❑Crawl ❑Walkout ❑Other ' Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new .h 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: Wes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes �(No Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:❑existing ❑new .size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization '❑ Appeal# Recorded❑ Commercial ' Yes ❑ No If yes,site plan review# Current Use Proposed Use o � C t✓ BUILDER INFORMATIONS Name al Coy) Telephone Number" b 17- 9 6 q -0 6 Address Lf C Lo o r"CXes�er G , License#—0© 8 1 L/-L/ Ne- I M A 0a,4 6 I Home Improvement Contractor# Worker's Compensation# B ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ I •I�( �" 1 FOR OFFICIAL USE ONLY , '� �• - t. PERMIT NO. �'b` ' , r _ t ,i Z . • j ' DATE ISSUED , MAP/PARCEL NO. 'ADDRESS. a. „t is '� VILLAGE OWNER � t � - -� i: j . ; •-' ;�;:; _ ,. . �, � � �•, t tz DATE OF INSPECTI .., ' 4 a � _,8 ••_+". .. a '' . '� + - � � .._ 1 t ! , � . FOUNDATION- FRAME .• •INSULATION - FIREPLACE• ELECTRICAL: ROUGH_ s FINAL PLUMBING': ROUGH FINAL GAS: f. ROUGH s i FINAL' FINAL BUILDING"�` >'' _ `" • - ; ` DATE CLOSED OUT ASSOCIATION PLAN NOS c ' jyyj r r ,— ,t _Us ' -. � ° �� ` 1"� �v���� �mow, ����� �u ; ,�-� rv��. �� ��. � � � � �` � �a d Town of Barnstable Planning Department-Current Planning Section 230 South Street, Hyannis, Massachusetts 02601 Phone(508)862-4685 Fax(508)790-6288 Site Plan Review-Informal Date: ..........................................January 25, 1999 From:.........................................Art Traczyk, Principal Planner Project Name:...........................Infiniurn Software Property Address:....................25 Communication Way, Barnstable _ Assessor's Map/Parcel:......... 314-005 This is a mechanical addition -emergency power generator-that proposes the storage of fuel (275 gallons)within the Groundwater Protection Overlay District. Zoning: Section 3-5.2(6) Groundwater Protection Overlay District-Section "u"of prohibited uses- addresses emergency generators located in the overlay district. The provision reads as follows: "u) Storage of liquid petroleum products of any kind, except those incidental to: i) normal household use and outdoor maintenance or the heating of a structure; ii) waste oil retention facilities required by M.G.L. C. 21, S. 52A; iii) emergency generators required by statute, rule or regulation; iv) treatment works approved by the Department designed in accordance with 314 CMR 5.00 for the treatment of contaminated ground or surface waters; and provided that such storage is either in a free standing container within a building or in a free standing container above ground level with protection adequate to contain a spill the size of the container's total storage capacity; however, replacement of existing tanks or systems for the keeping, dispensing or storing of gasoline is allowed consistent with state and local requirements; and ..... " The applicant should be prepared to address this zoning issue. Could this be a natural gas powered generator and avoid the issue of fuel storage? Staff Comments: Accessory emergency power generators are virtually a necessity on Cape Cod for many businesses. The location in the GP District, if permitted, will require additional safeguards to protect from any potential environmental accidents. Assurances must be made and built in for the storage of fuel. Planning would have to delegate to the Health Division on the needed assurances and safeguards. The Town of Barnstable i BAR,, ABUC, i Department of Health Safety and Environmental Services ' BuildiDivision 367 Main Stree yannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner March 8, 1999 Attorney Patrick Butler Nutter, McClennen&Fish Route 132- 1513 Iyannough Road PO Box 1630 Hyannis, MA 02601 Re: INFORMAL Infinium Software, 25 Communication Way_, Bain.�(314/005) Proposal: Applicant would like to install a 350 KW Caterpillar Diesel Generator on site. (See SPR 12-98) Dear Mr. Butler, ~ The above referenced proposal was reviewed at the Site Plan Review Meeting of March 4, 1999 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following conditions: • It is the responsibility of Infinium Software to cover the catchbasin when the generator is being refilled with fuel. This proposal is an allowed use in the IND District and necessary for the business to function as worldwide headquarters. Safeguards are in place to prevent any contamination of the groundwater. Please note a Building Permit is necessary prior to any construction. Upon completion of all work, a letter of certification is required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, Ralph Crossen Building Commissioner EngineEfing Dept. (3rd floor) Map 3 t Q- Parcel b 5 Permit# . 7 " - House# i DateIssue.d Board of Health(3rd floor)(8:15 9:30/1:00-4:30) - 0 Fee f Conservation Office(4th floor)(8:30- 9:30/1:00=2:00) -w De mi Board r 19 _ BARNSIABLE. ' TOWN OF BARNSTABLE' j Building Permit Application Project Street Address 25 �' ,nn�n,��,n►ict�-nvn� �l�h^{ Village �JrVM S ' Owner I IJQFPEIUU L . Q'6U ASSOL-, ee�ji VX W& Address gt512 9 5-T �;� A X4 12­7 Telephone 61-7-2'G9-%3`i'0 -Permit Request IRO",D A "T1&M a32Q�l LXK 1104 s f2�hyrt►J�, uNOp l Y 'First Floor b b square feet Second Floor : +PO b square feet Construction Type Estimated Project Cost $ Zoning District I uJ Flood Plain NIA 'Water Protection kjf Lot Size 2_7©i 17 3 Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout p'Other 6'�2T1 prt_ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: 2(bas ❑Oil ❑Electric ❑Other Central Air 0—Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board 7es eals Authorization ❑ Appeal# Recorded❑ Commercial ❑No If yes, site plan review# Current Use omee-. Proposed Uset� . Builder Information" (o t-7 �� _a$e r 60-t Name "L ,i (D rvSm C_'1 6,1�) C oo) Telephone Number �- -a Address (bls 51` 5r License# 00o L4,400/7' 96 r O D � evtp v lft-55 Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE 3l 2 BUILDINGTERMIT DENIE LLOWIN REASONS) o T t � FOR OFFICIAL USE ONLY ~ PERMIT NO. a, DATE ISSUED MAP/PARCEL NO. • _ � - � f� � .. _ - ,T' _. . • _- j t- �,� a . rd t _ VILLAGE - !� ADDRESS - , r- OWNER - i DATE OF INSPECTION: FOUNDATION -• ` , ' ~ _ `' FRAME -a f INSULATION FIREPLACE ELECTRICAL: ' ROUGH FINAL - PLUMBING" -ROUGH FINAL ' ROUGH FINAL GAS: FINAL BUI{n'LDING DATE CLOSED OUT ASSOCIATION PLAN NO. 4---t TOWN-OF BARNSTABLE CERTIFICATE OF OCCUPANCY I PARCEL ID 314 005 GEOBASE ID 23134 ADDRESS _ 25 COMMUNICATION WAY PHONE BARNSTABLE ZIP - LOT 1 BOCK LOT SIZE .e DBA DEVELOPMENT DISTRICT BA PERMIT 40836 DESCRIPTION PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS and Environmental Services TOTAL FEES: 1 BOND $.00 �•� CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P." STABLE. MASS. Ep INA� BUILD DIVI K(N- BY DATE ISSUED 09/02/1999 EXPIRATION DATE - - AL !>ERM IT 29386 ,,y..€ ,e T eT IO_N N sad-Aj""!.'F A(fUM) 2 STRY 4LM' w i Pl-J KIT T '? F l.Ir tAr� Way �sYf �1 �1�L Y� �9\7 L��4ub1t�� &9 i��d1.YL'1�f -Department of Health Safety and Environmental Services RIND r4)*A'r.'�1 '', "t f( -:y :_? ..) .�.�"( s,{ fir:). 0k). tt�/ •-r ' 4t _ �. a�{ $)nT if ` .. . .Jy N Nl s p NTI 'LLT) `. * 1AMffrABM • 'MA83. A BUILDING:DIVISION k SIT GE0BA' aE, f D 2,113 4ADDRESS 26 COMMIUMICATT-ot AT ZIP W •.i. J.1 i k, � m LOT, —4 DrrIA Tit, �} a f `ISM .': `.T` 5 + UT ,'�k ,� °I TF t3 lLDI. P P "�i,"ts ' T. t�;tyir4 RA���r�NIS. 1?hNA§ ,v LAlNN U,TS`;' Department aof Health;�Sa ety t r Viand Environmental Services ELAJRN MA83.,, 1639. D VIS f . �� � � _ I G BUIL N, ;�DI- ION zy THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY.PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY EN= f. CROACHNI.ENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,'MUST BE APPROVED BY THE JURISDICTION..STREET OR ALLEY GRADES`AS WEICAS DEPTH AND LOCATION OF P..UBLIC'$EN/ERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT.RELEASE THE APPLICANT,FROM THE CONDITIONS OFANY APPLICABLE SUBDIVISION RESTRICTIONS. . - .r' ,;', .• v MINIMUM OF FOUR CALL INSPECTIONS REQUIRED r FOR ALL CONSTRUCTION WORK:+ APPROVED PLANS MUST BE RETAINED ON JOB AND 'WHERE APPLICABLE, SEPARATE'. 1.FOUNDATIONS OR FOOTINGS';r T THIS CARD KEPT POSTED UNTIL FINAL INSPECTION i� 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A`CERTIFICATE OF OCCU .-PERMITS, ARE REQUIRED FOR (READY TO LATH)" FANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- ANICAL INSTALLATIONS. 4:FINAL3. �INSPECTION BEFORE OCCUPANCY. OCCUPIED UNTIL=FINAL INSPECTION HAS BEEN MADE. r V:. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS' 01, ri M YF 3 'j 1 HEATING INSPEC 10N P ROVALS ENGINEERING DEPARTMENT fay[ �ilvcylo��"�; / - ,. BOARD OF HEALTH w a ' JQ OTHER: SITE PLAN-REVIEW' ROVAL' r. • 1`�,. Y c k. :: WORK SHALL NOT'PROCEE UN IL PERMIT WILL BECOME NULL'AND VOID IF CON ." INSPECTIONS INDICATED OW THIS _ , THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT,STARTED`WITHIN SIX CARD CAN BE ARRANGED FOR BY tiVARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE_PERMIT IS ISSUED AS'': ^TELEPHONE'OR WRITTEN NOTIFICA-,`, TIONr `- ' NOTED ABOVE. TION' ' ' y_ ,.. � �..#•`�" �t' . y, . 5 -t Y t' W a � r' �, .t a - f • c - �' P,.x� .`y wX..�, L,d,, !�! a ,`.,� •�.,. _ L - .�. a,,r +! � {^ 5:h. 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BFI'R` Ut: ,T�,�tiI? .{ {Cv4�ll`'�:A:[I..r.Ck..�i.�i�L :i�i.L i,��a��UN,.- 'Department-:mf Health; Safety ( ,,,• ;. z,}, i r Ka' �arid"Erivironmental'Setvices All IME �11�J, 1 a , ?.44 IV 0,N41 N # BUILD{ING DIVISION '. r ;NXI Q»999- ' f:t1i1�.1IS[3f..LOON f R ` 1`b..�s_:,� '• � B ��%,t.�TNCx '4a �1k';' el7t�z7 / J {� y y 7� iD,(�+�a��yy��'�{.r��..'[t;.��''��':(:C'�"� y (� q, y$p DI� �R (C I. ��A 1..Rm �.�� �..74,}'J 1 JJ, 4.lt�J.[�3:.1.'F S L+..FIN �� `d a�f\l k � i r y i.1.'L'+.e�. f'1}RM.1-'t TYPE t3R.E'MODC T3:TLE t OW-12RCIAL AL` 1`C0N 'Department of Health Safety 0'0's iIAC;TORS: ERMARD F. -ANj14Q.UrS)T and Environmental Services 1HE 10 ID lf;IN C,"(3 "I".xt-`I»' ,C 00 16g9. A� BUILDING DIVISION BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF,ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. a M i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 ' &AA( ®IK .P,(S' Jv/s/fS 1.4 2 2 �r��Jgq � 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 4ont� 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL g WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. i , w V s! f 1� ' f The Town of B' arnstable l Department of Health Safety and Environmental Services 659. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner March 12, 1998 Bernard Lannquist Kay Construction 815 East Fifth Street PO BOX 67 South Boston, MA 02127 Re: SPR-012-98 Infinium Software, 25 Communication Way, Barnstable (314/005) Proposal: Addition of 9,600 square foot, 2 story office with basement. Dear Mr. Lannquist, The above referenced proposal was reviewed at the Site Plan Review Staff Meeting of March 12, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner I SPR Meeting Notes 03/12/98 y SPR-012-98 Infinium Software, 25 Communication Way, Barnstable(314/005) • Proposal: Addition of 9,600 square foot, 2 story office with basement. Mr. Pool and Mr. Bemis presented the proposal. Business needs expansion. • Health addressed the old septic system. Applicant stated that in 1995, Bortolotti was contracted to fill in the system and it was completed. Mr. Bemis presented the revised plan dated February 17, 1998. Parking and drainage was reviewed. • Engineering stated the drainage appears adequate. No problems with traffic congestion. • Planning stated the plan looks good but the deck infringes into the required setback. Suggested moving the deck. Mr. Bemis agreed. Discussed square footage of building. Some errors noted on plan and suggested they be corrected. • Barnstable Fire Department had no problems with project. Applicant has been working with the Department to meet code requirements. • Building Commissioner addressed impervious surface calculation breakdown. Proposed calculations meet Ordinance. Commissioner addressed roof drainage. Applicant stated all drainage is being recharged on site. Commissioner addressed uses inside building. Mr. Pool stated the business is software development. Cafeteria is catered - no preparation of food. No daycare. There are area for training for software development. Materials were discussed. Mr. Pool states there is no hazardous materials on site. New addition will be offices and some other uses relocated. Commissioner addressed trucks. Applicant stated generally just FEDEX trucks, but occasionally some tractor trailers. Commissioner questioned the deck infringing into the setback. The Applicant stated it will be changed to a patio. • APPROVED 3 r - PROJECT , NAME: ADDRESS: a 5- PERMIT# ;Z BUJ- DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX 4i,---4 76 t SLOT_ �,� DATE: nAim;;IPa/nrrthivP NUTTER, McCLENNEN & FISH, LLP ATTORNEYS AT LAW ROUTE 132-1513 IYANNOUGH ROAD P.O.BOX 1630 HYANNIS,MASSACHUSETFS 02601-1630 TELEPHONE:508 790-5400 FACSIMILE:508 771-8079 DIRECT DIAL NUMBER (508) 790-5407 May 11, 1998 Ralph Crossen, Building Commissioner Town of Barnstable Barnstable Town Hall. 367 Main Street Hyannis, MA 02601 Re: Infinium.Software, Inc. - Corporate Headquarters Dear Ralph: aJ^ In lb n7 ulvc a W Thank you for taking time last week to meet with me and Daniel Kossmann, Chief Financial Officer of Infinium Software, Inc. This correspondence will serve to confirm our review of the civil, architectural and structural drawings composing the building permit drawing set prepared by Spaulding Tougias Architects. As we discussed, the architect will prepare an amendment to the plan submitted to you, which amendment will depict the clear standing head room proposed in the basement portion of the addition to be no more than 6'4". Based upon that change, the proposed basement portion of the project will not fall within the definition of gross floor area as contained in Section l(c) of the Enabling Regulations Governing Review of Developments of Regional Impact (Barnstable County Ordinance 90-12) revised January 6, 1997. I enclose a copy of that portion of the regulations for your information. Based upon this amendment, this correspondence will serve to confirm that referral of this matter to the Cape Cod Commission will not be necessary in that the total gross floor area within the meaning of the definition will be 9,600 square feet. As I indicated, it is my intention to seek an exemption on behalf of the Applicant from the Cape Cod Commission under Section 12K of the Cape Cod Commission Act to allow the height of the basement area to be increased to allow for possible future use for file storage. NUTTER. McCLENNEN & FISH, LLP Ralph Crossen, Building Commissioner May 11, 1998 Page 2 Kindly acknowledge your receipt of this correspondence and your confirmation of the foregoing by signing and returning to me the enclosed copy of same. Thank you for your courtesy in this regard. V ly ours, Patrick M. Butler PMB/cam 457750 1.WP6 Acknowledged and accepted: Ralph Crossen, Building Commissioner Town of Barnstable Program of Structural Tests and Inspections For compliance with Chapter 17 of the Massachusetts State Building Code Project: Infmium Software Foundation Location: Hyannis,MA Owner: Infnium Software Owner's Address: 25 Communications Way Hyannis,MA Architect of Record: STA Structural Engineer of Record: CBI Consulting This Program of Structural Tests and Inspections is submitted as a condition for issuance of the building permit in accordance with Chapter 17, Structural Tests and Inspections,of the Massachusetts State Building Code.It includes a Schedule of Structural Tests and Inspections applicable to this project as well as the identity of individuals, approved agencies,and firms intended or proposed to be retained for conducting these inspections. The Structural Engineer of Record shall keep records of all tests and inspections.Discovered discrepancies in the work shall be brought to the immediate attention of the contractor for correction.If such discrepancies are not corrected,the discrepancies shall be brought to the attention of the Building Official,Owner,and Architect of Record.The Program of Structural Tests and Inspections shall not relieve the Contractor or its subcontractors of their responsibilities and obligations for quality control of the work,for any design work which is included in their scope of services,and for full compliance with the requirements of the Construction Documents.Furthermore,the detection of,or the failure to detect,deficiencies or defects in the work during testing and inspection conducted pursuant to the Program shall not relieve the Contractor or its subcontractors of their responsibility to correct all deficiencies or defects,whether detected or undetected,in all parts of the work,and to otherwise comply with all requirements of the Construction Documents. Interim reports will be submitted by the Structural Engineer of Record to the Building Official,when requested by the Building Official.Copies of said reports will be submitted to the Owner and Architect of Record. A final report documenting completion of the Program of Structural Test and Inspections,correction of detected deficiencies and defects,and the disposition of deviations or discrepancies not requiring correction,shall be submitted by the Structural Engineer of Record to the Building Official,Owner and Architect of Record prior to the issuance of a certificate of use and occupancy. Job site safety is solely the responsibility of the contractor and not part of the Program of Structural Tests and Inspections.The Program of Structural Tests and Inspections shall not include testing and inspection of the contractor's equipment,and the means,methods and procedures used to erect or install the materials or assemblies listed. OF Mgss� Prepared by Structural Engineer of Record: Reg.#: `' oyG� CRA1G E. ca BARNES Crai!FBarne 0o STRUCTURAL c C ( fe�or print-L me A 9�No.39888�40 Q� ONAL�NG Sig --cure ' Date Registration Seal a0wne Authorization: Building Officials Acceptance: 4 ,A6a Signature Date Signature Date Program.�iaf Structural Tests and Inspections Page 1 of 4 Infinium Software Foundation Hyannis,MA Program of Structural Tests and Inspections The following sheets comprise the required program of Structural Tests and Inspections for this specific project. The construction divisions which require Structural Tests and Inspections for this project are as follows: • Soils and Foundations • Cast-in-Place Concrete Agents Firm Address 1. Structural Engineer of Record CBI Consulting 12 Farnsworth Street Boston, MA 02166 (617) 350-8911. 2. Agent Richard P. Weber, P.E. 28 Heckle Street Wellesley, MA 02181-5219 (617) 431-8899 3. Agent Thompson&Lichtner 111 First Street Cambridge, MA 02141 (617)492-2111 4. Other Note: The qualifications of all personnel performing Structural Test and Inspection activities are subject to the approval of the Building Official. ,F Program-,-jf Structural Tests and Inspections Page 2 of 4 Infinium Software Foundation Hyannis,MA Construction Division—Soils and Foundations Item Agent Scope No. 1. In-Situ Bearing Strata 2 Observation of footing bearing surfaces to verify adequate bearing capacity. 2.Prepared Fill Not required. 3.Pile Foundations Not applicable. 4.Drilled Pier Foundations Not applicable. 4. Other Not applicable. Program.of Structural Tests and Inspections Page 3 of 4 Infinium Software Foundation Hyannis,MA Construction Division—Cast-in-Place Concrete Item Agent Scope No. 1. Mix Design 1 Mix Proportions: 1. Verify that proposed mix satisfies.requirements of. construction documents and ACI 318. 2. Required Submittals: Proposed mix design with supporting documentation for strength. 3. Standards References: ACI 318-95 Chapter 4 and Sections 5.2, 5.3, and 5.4. Mix Techniques: 1. Verify that ready-mixed concrete is in accordance with ASTM C94 or ASTM C685. 2. Verify that job-mixed concrete is mixed in accordance with ACI specifications. 3. Required Submittals: Certified statement of compliance from ready-mix plant. 4. Standards References: AC1318-95 Section 5.8. Required Inspection.Reports: Statement of acceptance. 2. Material Certification 1 Materials certification required for cements, aggregates, steel reinforcement(deformed,plain,prestressing tendons), and admixtures. Review sufficient data and documentation providing evidence of conformance to quality standards of material used in the mix design.Assure that materials used meet the product specifications of the.Contract Documents and applicable codes and standards. Materials testing may be required in the absence of sufficient materials data or documentation. Submittals: Specifications for all materials 3. Reinforcement Installation 1 Location and Installation: Verify that the location, installation, and details of reinforcing and prestressing steel is in conformance with approved construction documents and ACI 318(in particular sections 7.4 through 7.7).Review an adequate percentage to insure conformance.Verify that approved shop drawings are on site and are basis for installation. Welding of Reinforcing: Inspect all welding of reinforcing that is part of the structural seismic resisting system; see construction documents for locations. f; Required Inspection Reports: Statement of acceptance. 4. Post-Tensioning Operations Not applicable. L 7 Program of Structural Tests and Inspections Page 4 of 4 Infinium Software Foundation Hyannis, MA Construction Division—Cast-in-Place Concrete Item Agent Scope No. 5. Concrete Placement 3 Delivery: 1. For each truck verify that mix duration, concrete temperature, slump,air content, strength, and added water are in conformance with contract documents and ACI specifications. 2. Required Inspection Reports: Record of test results and observations for each truck. Placement: 1. Verify that concrete is conveyed so as to prevent separation and loss of materials and without interruptions sufficient to permit loss of plasticity between successive increments. 2. Verify that concrete is deposited in accordance with ACI 318-95. 3. Standards References: ACI 318-95 Sections 5.9 and 5.10. 4. Required Inspection Reports: Observation report for each placement. 6. .Evaluation of Concrete Strength 3 .1. Unless otherwise noted in construction documents, sample and perform strength tests of each class of concrete placed each day.Perform at least one test for each day of casting, but not less than one test for each 150 cubic yards of concrete nor less than one test for each 5,000 square feet of surface area for slabs and walls.Review test results for compliance with contract documents. 2. Standards References: ACI 318-95 Section 5.6. 3. Required Inspection Reports: Test reports for all strength tests. 7. Curing and Protection 3 1. Verify that concrete is cured with proper temperature and moisture control. 2. Verify that special provisions are made for hot weather and cold weather concrete placements. 3. Required Submittals: specification sheets on proprietary products. 4. Required Inspection Reports: Observation report on procedures. 8. Other -T TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 314 005 GEOBASE ID 23134 ADDRESS 25 COMMUNICATION WAY PHONE: . BARNSTABLE ZIP LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA 1 PERMIT 27402 DESCRIPTION INFINIUM SOFTWARE, INC. (45.5 SQ.FT. ) 1 PERMIT TYPE BSIGN TITLE SIGN PERMIT i CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $50.00 i BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE * ; * HARN3I'ABLE, � iMA83. �E® A BU LDING DIVISI I N BIV DATE ISSUED 12/01/1997 EXPIRATION DATE OCT-2e-1997 14.49 FROM MURPHY & MURPHY TO 77e2141,. P.SG i A&v A V V • r %W�% iW ftIWa agar ..—... — D-epartm.ent of Health, Safety and Environmental Services Building Division �j -7J 7• Lke 367 MaimSite, gya=is MA 02601M=: 508-790-6zz� 99� 'F� 5q ►l a b1r a ttaIph e�ssen ax: 508-7}06 mZ30 Building CoauS.90=7 - - Application for Sign Permit Applicant ' Assessors No. Dome Business As: � � �-� CTelephone No r Sign Locdon Strees/Road: - Zoning District Old Icings Highway? Yes . 'o Property Owner � G -Name: ' /�� Tefephone: . /�/� Address: village: Sign Contract ���/ Name: GTelepnoneL,22f-���45K5— Address: R7C Village: /e �6 Descriprion Plerse draw a diagrarn of tot shoeing IOC=-cn of buildings and emisting signs Stith dimensions, lor..:ion and size of the new sign. •Ibis should be dram on the r everse side of tk is application. IS the sign to be elez:=ied? Y eslVo (Note:Y)=, a iftrrngpermic is requrreB I hereby terrify that 1= the oRner or than I have the authority of the ovmer to male this application, that the info=adon is correct and that the use and construction shall conform to the provisions of Se=on 4 3 of the To"n of Barns a Zoning O - ce. �? 7 Sign of Owner/AuthorizedAgent: � / Date- s r Permit Fee: ' ue: Sign Pesmu was approved: '� Dsapprov _,. Simature of Building Offitiaf: Daze: f TOTAL P.©6 10/28/97 TUE 14:46 (TX/RX NO 76421 Z006 4,11/05/97 WED 11:52 FAX 508 778 2141 INFINIUM SOFTWARE SHIPNG 003 YA 1 I f ,� II —aF ip Is Engineering Dept. (3rd floor) Map �� Parcel Permit# House# 42 � Date Issued ] o Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) G�� // ,5"- ,E a5-0,0d Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Z j Planning Dept.(1st floor/School Admin. Bldg.) DIME ra,;_ D nihve Ian Approved by Planning Board - 19 ; RNSTARLE� MASS. TOWN OF BARNSTABLE ENGINEERING DMSION Ito THTO E Building Permit Application // / CONSTRUCTION. Project Street Address >` r li(/ 01 , Village Owner Address c(� Telephone -Permit Request / �p f On A E ­-6 m is o s -,4 First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ f .S ®� a Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count _Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other 'Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) I)e c /0 Zoning Board of Ap s Authorization ❑ Appeal# Recorded❑ Commercial es ❑No If yes, site plan review# Current Use 00 Proposed Use Builder Information Name p 0 t�f��,, /,� Telephone Number (Sog � �(o�-- �3-7 2 Address J3 3 ��P� �-S-A-2 ;,4 e Q License#. 0 .2 R p 9 L" E n if y `�� P 'S 2� Home Improvement Contractor# L D 0 ! 0 S Worker's Compensation# C �.l n 7 2 / 6 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO &}mS,611.e 2411 � SIGNATURE DATE 14146 -2 S Z2 21 IZ&V4 BUILDING PERMIT D ED FOR THE FOLLOWING REASON(S) i FOR OFFICIAL USE ONLY cr PERMIT NO. ID - • r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE t OWNER _ y DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL . FINAL BUILDING ;.., DATE CLOSED OUT y ASSOCIATION PLAN /G- r 1- V- �O 6 Go 1 g!� e� �D - Of� .A. t;-..: art j a V•kr_ t,1 ! t..d.. tt.k. f a.. t I 4 tf F S tt a� i r s e pry a A.J Assessor's office(1st Floor): Q O c Assessor's map and lot number THE>o� Conservation Board of Health(3rd floor): t s��rEnct: ; Sewage.Permit number - Engineering Department(3rd floor): o r6 q. °' House number �°"Al Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and.1:00-2:00 P.M.only• , TOWN ' OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO NS A 14CC�PSS 1/eoce-�A, TYPE OF CONSTRUCTION 19 V TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: L.1rJ Location kk M UN LC A-+I d IJS ()C/�F-� —_Tf Vc6 NAj C`l...W o� 1 E Proposed Use ��"�� Qk -P,k, S C I Zoning District Fire District Name of Owner Address Name of Builder Q.P V),V sskuc�&NAddress Name of Architect WqAuk e Assse- ;At 'tdress Number of Rooms Foundation `c� L© C- Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnsta A regarding the ab a construction. Name 4— �V/-_ Construction Supervisor's License SOFTWARE 2000 , INC. No 35607 Permit For INSTALL ELEVATOR Commercial Building Location Communications Way - Owner Software 2000 , Inc. r _ Type of Construction Block _ Plot Lot } Permit Granted January 19 , 19 93 Date of Inspection, { 19 Date Completed —- 19 - Established 1889 1� Beckwith Elevator Company December 7, 1992 Software 2000 One Park Center Drawer 6000 Hyannis, MA 02601 Attention: Richard Pool Facilities Manager Reference: wheelchair Access (Fibronics Building) Hyannis, MA Dear Mr. Pool: We are pleased to confirm our quotation in the amount of Twenty-Seven Thousand One Hundred and Forty Dollars ($27,140.00) for installing one E-Z Lift Elevator as manufactured by Cemco Lift, in Hyannis, MA. The installation will require a variance from the current governing codes. A variance from the elevator board was obtained 11/15/92. We recommend the E-Z Lift as it has a superior ride and a number of safety features when compared to other equipment available. In the event of a power loss the E-Z Lift, by a battery operated circuit, allows the elevator to descend to the lower landing and make a normal stop. This feature is not available on a cable or chain driven unit. The quiet operation and quality of the E-Z Lift would compliment and enhance this project. The elevator as quoted will have a capacity of 900 pounds. It will service 2 stops (2 front) with a travel of approximate 12'-911. The car size will be 3'8" wide by 5'4" deep by 618" high. The hoistway dimension shall be 5'2" wide by 5'8" deep with a clear height of 1016" above the top floor. Our price is based on a plastic laminate finish on walls and ceiling, with three down lights and an acrylic power folding gate. We will also furnish a telephone and 2"B" label elevator shaft frames and doors. Structural engineering and design services by a registered professional engineer are included in our price for the following: 1. Making a survey of the job site and measuring the structure. 2. Providing a structual design and drawing of the re-framing and pit design. 3. Stamping of the elevator drawing. 4. Making a final inspection visit to the job site. The following work is by others: 1. A suitable, two hour fire rated hoistway conforming to the local building code of a size to accommodate the equipment. 274 Southampton Street, Boston, Massachusetts 02118• Phone(617) 427-5525• FAX (617)427-1494 Beckwith Elevator Company Page 2 2. Suitable guide rail mounting supports per our sketch EZ-04. 3. A 220 Volt - 1 Phase 60 Hertz power supply terminated in a fused disconnect switch located in the machine room adjacent to the strike side of the machine room door. (17.5 amps running, 76 amps starting, 3.5 hp motor) 4. A 115 Volt light outlet in the hoistway and adequate lighting in the machine room. 5. Installation of hoistway entrance frames/doors (Flush Type "B" labelled door) . (per attached sketch) . 6. Machine room 4'2" wide x 5'8" deep with door. 7. An outside phone line wired to the machine room. 8. A 3'6" min. pit capable of taking a load of 4070 pounds. 9. Ventilation of the machine room and shaft to the outside air. 10. Finishing painting of the elevator shaft interior front wall. If you have any other questions, or we may be of any further assistance, please do not hesitate to contact me. We look forward to working with you on the project. Very truly yours, BECKWITH ELEVATOR COMPANY Peter M. Wallack PMW/dlj I YGCi ��Q���7iQ�7i�(�(,1iGl//"G �.������i�/�C�i�i�`"Gu/.1•�iGU.J • 4 1 b � f 2Q/1� �2 P/J2 � 1', /i C WILLIAM F. WELD BOARD OF ELEVATOR REGULATIONS GOVERNOR ONE ASHBURTON PLACE, ROOM 1301 THOMASC. RAPONE BOSTON , MASSACHUSETTS 02108 SECRETARY Telephone (617):'727/3200 LARRY F. GIORDANO COMMISSIONER -- Nov. 24, 1992 ' VARIANCE PETITION OR APPEAL DECISION I ' TO WHOM IT MAY CONCERN: III accordance With the provisions of. Massachusetts General Laws Chapter 143, Section 70, and Ch:Ioter 30A (State Administrative Prc+cedures Act) — a .hearing .,4as held by the Board uC Elevator Regulatic.Ics UII Tuesday, 11 /24/92 ac the McCormack. Slate Orrice Building... Bustnn, An connection -with:. - INSTALLATION OF A LIMITED USE ELEVATOR FOR THE EXCLUSIVE USE OF A PHYSICAL CHALLENGED EMPLOYEE. After examilcatian or the evidence alld testimony- presented. the Board vu[ed co: GRANTED Installation of a unit as described in the materials submitted with this variance request and on the provision the unit is to be removed on a change of occupancy. Present tenant is Software 2000 Hyannis , Ida . In accordance with the provisions of Chapter 343, Section •70(b), within thirty days of receipt of any decision ororder of the Board --- of. Elevator.Regulations, any person aggrieved thereby may file an -appeal to the hoard of Elevator Appeals established under Chapter 22, _Section 11A.Hassachusetts Ceneral Laws_ :Any variance granted at our meeting is only for the specific section - of the code referred to above and does not include any other section of 524 CHR, The Massachusetts Elevator Code. - - By Order of the FORWARDED TO: BOARD OF ELEVATOR REGULATIONS Peter Wa 1 1 a c k L c/o Beckwith Elevator Co. 274 Southampton Street Boston, Ma . 02118 PV Fd-ard C. Slit I i L-nr. C.1 AIPMAII '� cc��ectu� � �cceed� �Oaakd ,4 William Weld Governor � ��IlezGucde�i 021Cs' Deborah A. Ryan (61 727-06670 Me-828-7222 Executive Director n G acce aizd December 4, 1992 Mr. Peter Wallack Beckwith Elevator Company 274 Southampton Street Boston, MA 02118 RE: Software 2000, Hyannis Dear Mr. Wallack: The Architectural Access Board has reviewed your request for an advisory opinion on the above project. Please be advised that if the above building is strictly limited to employees only and there is no service or product offered to the public at the building, the rules and regulations of this Board do not apply and therefore, makes the issue of a limited use elevator or I wheelchair lift moot. The lack of jurisdiction over the above building however, does not y relieve you from any requirements under the ADA. Sincerely yours, Deborah A. Ryan Executive Director Software 2000 12/09/92 Beckwith Elevator Company SPECIFICATIONS FOR ROPED HYDRAULIC LIMITED USE/LIMITED ACCESS ELEVATOR These specifications are intended to cover the complete installation of a roped hydraulic elevator equal to Cemcolift E-Z Lift Model E-Z-001, 002, 003. The lift is to be installed in a first class workmanlike manner and to include all work and materials in accordance with specifications, and installation drawings. The installation shall be guaranteed for one year from completion against defective materials and workmanship. It shall be in compliance with the applicable sections of the Safety Code for Elevators and Escalators ASME/ANSI A17.1 and all local codes having jurisdiction. Work by Others A suitable, two hour fire rated hoistway and machine room of proper size and construction conforming to the applicable building codes, and elevator suppliers construction drawings. Provide a pit of proper depth. Hoistway to have clear overhead as required with correctly sized door openings. Provide guide rail and sill supports as shown. Provide a power supply of 220 Volt, 1 phase 60 hertz of ample size to operate a 3.5 HP motor having a full load current of 17.5 amperes and a locked rotor current of 76 amperes. Power supply terminating in a fused disconnect switch or circuit j breaker, located adjacent to the elevator controller in the machine room. A 115 Volt light, outlet in the hoistway, a light and switch in the machine room and a telephone in the car connected to an outside central exchange. Finished car flooring by others. Permits and Inspection The Elevator contractor shall obtain and pay for necessary Municipal or State permits and inspections, as required and make tests as called for by the regulation of such authorities. Drawings The elevator contractor is to provide general arrangement drawings of the equipment showing the hoistway, pit, and machine room dimensions. Drawings to be properly approved before commencement of fabrication and/or installation. All surface finishes and colors to be selected and returned with approved drawings. Lift Characteristics Car capacity of 900 pounds at a speed of 30 feet per minute. The lift is to travel from first to second floors a distance of 20 feet 91, inches, and serve two landings and two openings. The hoistway is to have two openings at the front and --0- openings at the (rear) (right) (left) side. Car size to be (3'8" wide by 5'4" deep) -1- I, Beckwith Elevator Company i Power Hydraulic Control Unit A Power unit especially designed and manufactured for this service shall be furnished. It shall include a constant displacement rotary screw type pump, motor oil reservoir, hydraulic control unit and oil level gauge. The hydraulic control unit shall include a safety check valve, an UP direction valve with high pressure relief including UP leveling and soft stop features; a lowering valve including DOWN leveling and a manual lowering feature; all encased in a compact unit assembly. The control valves shall be solenoid operated and designed to open and close gradually to give smooth starts and stops. All valves shall be readily accessible for adjustments. The Power Unit shall be located near the hoistway at the lowest landing, and shall be contained in a metal cabinet with a hinged top having a lock and key. Automatic Two-Way Leveling An automatic two-way leveling device shall be provided so that the car will approach a landing stop at reduced speed from either direction of travel. The leveling device shall, within its zone, be entirely independent of the operating device and shall automatically stop and maintain the car approximately level, plus or minus 1/2 inch with the landing, regardless of the change in load. Emergency Power Lowering An automatic emergency lowering feature shall be incorporated into the power unit and control system. In the event of the loss of normal power the elevator will return to a lower floor and continue to monitor all safety circuits. Opening the car gate or activating the stop switch or terminal limit will stop the elevator. Plunger The plunger shall be manufactured from accurately ground and polished seamless steel. The bottom of the plunger shall be fitted with a heavy steel. disc welded in place and provided with a suitable extended edge to provide a positive stop designed to prevent the plunger from leaving the cylinder in the up direction. The top of the plunger shall be provided with an internally welded steel disc drilled and tapped for fastening a U-groove sheave for 2-1 roping application. Cylinder The cylinder shall be machined from steel pipe with a steel flange at the upper end and a heavy steel bulkhead welded in the lower end. The cylinder shall be provided with a suitable steel fitting for connecting to the oil line and shall be provided with an air bleeder. Pipe Rupture Valve Provide an automatic shut-off valve in the oil supply line at the cylinder inlet. When there is a 10% drop in no-load operating pressure, or in an overspeed in the down direction, the automatic shut-off valve shall be actuated and immediately stop the elevator. -2- t Beckwith Elevator Company Car Construction The car frame and integrated platform support shall be of welded steel construction of cantilever design. It shall be fitted with the appropriate large diameter neoprene faced roller guide shoes and a broken rope safety device. Suspension The steel car frame shall be attached to and suspended by three 3/8" diameter 8 x 19 traction steel cables. The cables shall be fastened to the pit structure on one end and pass over the U groove sheave to steel shackles attached to the car frame and safety device. Should one or more cables break a broken rope safety mechanism shall apply two cams to wedge against the elevator guide rails and bring the car to a complete stop. Guide Rails Guide rails shall be provided for the car consisting of planed steel 8 pound per foot "T" sections erected and securely fastened to the hoistway framing by heavy steel brackets. The ends of all guides shall be tongue and groove, forming matched joints and shall be connected with steel splice plates. Electric Wiring Furnish and install all wiring necessary for a complete installation commencing at the machine room disconnect switch and connecting the controller and power unit to all electrical devices. All wiring to be in accordance with the requirements of the applicable building codes and the National Electric Code. The travelling cables between the car and controller shall have a flame retarding and moisture resisting outer cover. They shall be flexible and be suitably suspended to relieve strain in the individual conductor. Controller The controller components shall be enclosed in a metal cabinet with hinged door. It shall contain the following components: Power relay and overload device suitable for the size motor and power supply. A microprocessor unit for all logic control and safety circuits. All components to be protected by fused circuits. An emergency, battery operated circuit, shall be incorporated in the control logic to automatically lower the lift in the event of an electric power failure. Batteries to be maintained at full charge by a trickle charge circuit during normal operation. Operation Operation of the lift shall be fully automatic. When the lift is not running and all doors and car gates are closed, the momentary pressure on any operating button will call or send the car to the corresponding landing. Operating buttons will be inoperative while the lift is running or when a hoistway door or car gate is open. -3- a Beckwith Elevator Company Operating Fixtures Provide a car operating panel consisting of the landing buttons, a key actuation switch, a red push-pull emergency stop button, an alarm button, and a light switch. All button functions to be indicated by large raised characters located to the left of each button per the applicable handicap code. In addition an emergency light and bell , and a telephone box with hinged cover shall be integrated into the car station per code requirements. The hall station is to contain a keyed call button and in use light and be located adjacent to each landing hoistway door. All operating buttons are to be installed per handicap code with face plates of #4 brushed stainless steel . (Design options and features available. ) Door Locks A combination unit system contact and lock shall be furnished for each hoistway entrance. The interlock device shall prevent elevator operation unless all doors are closed and locked and prevent opening of a door when the car is not at rest at that landing. The actuation of the interlocks for lifts serving three or more floors shall be by a retiring cam device. Hoistway Doors A single panel swing door shall be installed at each opening served by the lift. It shall have a 16 gauge "B" labelled hollow metal door frame of a cross section as shown on the installation drawing. The frame shall be prepared for a masonry or drywall installation. The door sill shall be 1/8" diamond plate and is to project into the hoistway 1" beyond the finished wall . Others to provide grouting or adequate sill support as detailed. The door frame is to be positioned and installed so that hoistway side of the door panel is within 4 1/2" of the car gate, and located as dimensioned on the installation drawing. Door panel to be of a 20 gauge hollow metal B labelled construction measuring 3'0" x 6'8" . It is to be provided with a 3" x 33" - 1/4" thick wire glass vision insert. The door unit is to have three sets of heavy duty hinges, a two speed closer, a false level type door handle on the exterior of the door and a push plate on the interior. Fixtures of satin finish #4 brushed chrome. The door frame is to be mortised and reinforced to accept a GAL type "M" swing door interlock, and the door panel prepared and reinforced to receive the interlock keeper. Each door unit is to be accurately positioned, installed and adjusted by the hoistway builder prior to the installation of the lift. Car Enclosure The car enclosure and platform shall be securely fastened to the steel car frame and platform support. Standard dimensions shall be 80" high and 3'8" wide by 5'0" deep (with a clear inside area of 17.5 sq. ft. ) or 3'2" x 4'2" (with a clear inside area of 12 sq. ft. ) The car enclosure and ceiling shall be constructed of 3/4" wood panels with a plastic laminate finish. A stainless steel handrail shall be provided and have a #4 finish. Lighting consist of two (@12 sq. ft. ) or three (@17.5 sq. ft. ) recessed down lights set in the car ceiling. Platform to be constructed of 1 1/4" plywood with fire stop steel reinforcing pan. Car floor to be prepared for floor covering by others. Each open side of the car enclosure shall be equipped with a horizontal , mammally operate ``collapsible gate. Gate can be accordion type with choice of panels in wood or clear acrylic, or a steel collapsible type with painted finish. Design options and features available, with selection of plastic laminate finish, and alternate bronze trim. Note: Gate to be power operated for Software 2000 -4- "-"TOWN OF BARNSTABLE BAMRNST Office of the Building Inspector MASM 16jq. 0-M Date ......June....4, 1986 ............ Fee ......$.2.5...0.0.............................. PERMIT TO ERECT SIGN IS HEREBY Permit No. ....2..1.1....................... 3 iql,�c GRANTED TO .....................Software 2000 .................................................................................................................................................... D/B/A .......................................1 Park Center .............................................I....................................................................................................... LOCATION ............................Ind.e.p.end.en-ce...Park, Hyannis............ ......................... .......... .."........................ ............................................................................................................................................................................................................... ANY VIOLATION OF THE SIGN LAW WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT V--Wlding inspect`r r J C:P// TOWN OF BARNSTABLE �- • BUILDING DEPARTMENT ` i RA"WT } TOWN OFFICE BUILDING aYl HYANNIS, MASS. 02601 APPLICATION FOR SIGN PERMIT DATE 19 Application is hereby made for a sign permit in accordance with the description and for the purposes`hereinafter set forth_ This application is made subject to- all Rules and Regulations of the Town of Barnstable .now in force or that may hereafter be enacted affecting or regulating thereto and which are hereby agreed to by the undersigned applicant and which shall be deemed a condition entering into the exercise of this permit.- INSTRUCTIONS 1. This application must be filled out completely. 2 A drawing, in duplicate, showing the shape and dimensions of the sign, lettering on same, height, method of securinc to building, or if freestanding, method of erection. Drawing must shove sizes of structural supports, and size and depth of foundation. SIGN LOCATION ..Owner._ f %/U!`-� o��70C� Street- Rd. Zoning District L)ST/'/" Fire District Oj Iv VER OF PROPERTY Name Address -- c City SL Zip 6a;7G�� Tel No.( Area rode SIGN CONTRACTOR Name Address � / ;I/�i- ySh�z��/� p City,/1/ � (Y �/N St. Zip ���.-Tel No.(�/�) -6yy ep.:�a Area Code Type of Construction Z�k T/r/d r d ��r�i%Jc/!YI Free Standing or Attached 2� s�� ✓a�,}e(l DESCRIPTION DIAGRAM OF LOT SHOWING LOCATION OF BUILDINGS AND EXISTING olL SIGNS WITH DIMENSIONS LOCATION AN-D SIZE OF THE NEW SIGN / A TO BE DRAWN ON THE REVERSE SIDE OF THIS APPLICATION. If ��Yes, Is there any electrical wiring required for this sign i Yes No �� who is the electrical contractor 7 FOR OFFICE USE ONLY a , I� DEPT. I ROUTE) DATE DATE I EJE DATE ' I INITIALS Permit Fee s¢ � RECEIVED APPROVED fIR_J�CTED PLANNING Mail permit to: 1 u ZONING I ELECTRICAL INSPECTOR BUILDING INSPECTION I hereby certify that I am the owner or that I have the authority of the owner to make application, that the informatio- given is correct and that the use and construction shall conform to oil the Rules and Regulations of the Town of Bornsto6- which are imposed on the property. p Phone Signature of von owner/aut irea agent s oo�� ���-�P� FF ��`TME'n♦ TOWN OF BARNSTABLE Permit No. :......�9368 . BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash •6W 7 3 °Four HYANNIS,MASS.02601 Bond ........N/A CERTIFICATE OF USE AND OCCUPANCY Issued to Independence Park Realty Trust Address Lot #1 25 Communication Way Barnstable, MA USE GROUP B FIRE GRADING 2 hours OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. October 24 19 86 � �. ............. Building Inspecto�r, i IL O 6 g X BAND p B"48«x G• gnu r I 6.� �AT� TE-E 1 �e coo v/ VAI eo -vE ARM . v0 QQ 101 r WGENT \VIA Vqt,yE a w G Ct�vE p K �9 �•O• Ln ` Y ® O _ �7 �SC'C $u, CD CD, 0 L" o_la p rn 225,0 lie SEE RETAIL CAs FOit.FV T I RoN 5rua , m u� � URE SEwFR LINE N 84 49-- 46 E 90' _ 226.0 ( I00 WIDE. o�.-� �or►�m��;r�� �rls I hereby certify that the building . fouindation is located . on the ground -"as shown herein and conforms to the zoning by-laws of . the Town .of Barnstable and out site plan entitled-'Dimensioning & Utilities Plan" dat d 1 /9/ 1986 & revised 3/22/86 . .' Datk Jo F . Modze w ki Re stered Lan surveyor AS-BUILT FOUNDATION PLAN PR EPOSEO FAC. .I T Y F I6RONICS INTERNATIONAL., INC . k INDEPENDENCE PARK HYANNIS, MASSACHUSETTS , ASH OF MAS '°F" y CIVIL DESIGNS , INC , MODZELEWSKI CV ,p No.31318 4964 COMMERCIAL ST , c'SU BO T N S 0 , MA . 02109 ( 617 ) 367,-6243 JN 180 SCALIJII = 40 ' DATE ; 5/14/1986 1 OF 1 CIAL DESIGNS, INC. [LETT Q OQ IF UQQASOMUL 49 A Commercial Street BOSTON, MASSACHUSETTS 02109 DATE (617) 367-6243 ATTENTION " r. RE: TO /hL> ,at11C,�/tlC� ��IIOLsL�Td� f Ll WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings Prints V'Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ y COPIES DATE NO. DESCRIPTION 5/ o cq�z° X t & '' - SUILT u T o tC f !! r THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval E/For your use ❑ Approved as noted ❑ Submit copies for distribution Fd/As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO 8caeA—/Z Lam,/-2U/IS SIGNED: PRODUCT zaaz �IM,WA M.01471, It enclosures are not as noted, kindly notify us at ono . •- 44 1,8 Assessor's mao and lot number. .. ......�................... ......�. ✓``",c.i.� L`ky cJ1' C e4 rl f f T E l( Se age Permit number .......JE��`�� .y r ."..::...�s ��"`� >` '1 VrkENI ST h r IAi. IN CO . �' � `'�`' A LED House number SLE �--5. - .. ............................. WITH TITLE °o,,�1b39.a�em� ENVIRONMENTAL COD TOWN OF B A R N S T AffILULATBONS BUILDING INSPECTOR APPLICATION FOR PERMIT TO ,construct foundations ...................................................................... 2C TYPEOF CONSTRUCTION. ..................................................................................................................................... February 20 86 S ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ,Communicetio......... (.................... .) Independence, Park - �' �- Lo7 ...... .. .......... Proposed Use ..Manufacturing. and..,industria,l,,,(inrjW.d(Dg„.e,�gineer.irxg...1,..des,gnl.,...vuarebolAsir;jg,.. distribution and office. Zoning District .....industria) Barnstable Fire District ............................ / The hay Corn_p i ies, Inc. Name of Owner ...i n0.PeCl4i Once...Park...Rea l.ty...TruS 8 tAddress .....1 5 E. 5t.....................5t:' P ................................. Box 67, S.Boston,MA .02.127 Name of Builder Jhlercantil.e. Canstructian...Carp_..Address ..:8.1.5..E—ath..St...,...S_..Bastmri,,...MA...021a•7 Name of Architect ...P.rQject..P.(anrxers,.JnC.................Address .A!. ..E. 5th St.,,, ,S „BQ,�JQnd,,,MA..A2.12.7. Number of Rooms .........................-.-.....................................Foundation .....pou.red..corneret®....................,................. Exierior Brick ......,.Roofing ......:..ballasted mgMbra .e.......................................................................................................... ........ .... Floors Two ....................Interior Heating Gas fired hot air ..............Plumbing ...........P.§.............. Fireplace .......... ....................................................................Approximate Cost . . .....:.......... Definitive Plan Approved by Planning Board __Februar�r -18, �q 86 Area 2.5..Q40..S..F:............ Diagram of Lot and Building with Dimensions Fe r�30,0` ......... .............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH s� } OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS i., I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Naa ......... .. ..... ..... ........................ Construction Supervisor's License ,19.(P,� +4 INDEPENDENCE PARK A=313-008-B00 " f.► REALTY TRUST F 9 "' 29368 l+�o ................. Permit for ...ConstrLlCt..:.......... commercial building............................ c ' Lot #1 25 mmu..�,Co n" cotz..Way .........Barnstable...................................................Barnstable 2 Owner ...Inds endea,ce.. t . 1?• Park.••lZ�a�ty••Trust R Type'of Construction ..masonry Plot .............................. 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[� �+;� ,'xY rp �, :� i v w '••y t• r• •'t' A .,._tv I a ,?x.,>r,LL,t ....c.., ., ..r ,. k_ i ..- ,. t. -, ..... ..:, 1 -«..; .., ... r .. »:. •> .t, t t}4 � :I. e _!-.^"'___'__ .,.r :.:,.,� a,>/ _:_.. „,.a.. ,. ,'.. 4�..,AJ 7..".-... : 'a'' -:: .:I-�.�...>'r,m..';4iM•✓,r.w„rw,+,-•.-A•," `. M• e 0 ! o� 12" thk. Concrete ad i., �� r— x -- F.- � - t-- --X =----- ��'•� ' J4------�. ✓�s-- ---,—n a�''----------- ------x------'---f------------------------'�--------- �— ---! �' i.,,.X. I 4 rebar 12 O.C. ;•.t both was Grade . r�,•f�'^'�- '•..mow T�. ^���,.•.�}+��� ;�,#`+,�t,� ' 'il • �' Now s Pad Detail ,,�,•,x�i � ;I 1 r --- - ------------ ------- Concrete Pad 7 ' x 1 4' o us S m o; V z o co Catch Basin z a NOTE: It is the responsibility of Infinium Software d Coosa mo to cover the catchbasin when the generator o a" 1� is being refilled with fuel. 40 p CB � AC�F o-)> - . M I � . X �;o -P Drn 00 0 0 w ., 6 Dla . N E�olla rds V� EllCO EEEC1 .F-4 8 4-4 min 18 z <`< i Drawing Number A - 1 JAN . E1EC s 't ____— 12" thk. Concrete pad - ---------- - - --------------------- - ------------ - -I #4 rebar 12" O.C. both ways Grade T� . . unl I ._ II ® . Pad Detail I I `1 f� fix Concrete Pad S11� 7 x14 , I w f a M d Ln v Aw o rs c c z 0 .3 Catch Basin 3� zw to � � P NOTE: It is the responsibility of Infinium Software CO� � o to cover the catchbasin when the enerm to ator g a m is being refilled with fuel. Ao 0 CB z x��;o � y r v co 00 a_ 00 � � 6 " Dia . �� o U N N Bollards N . 1 •� min b 18 0 _ ,f- • . � Drawing Number JAI . ELE f 0 rT h_ — — - c,Y — .y.. S — _ — i 12/1 thk. Concrete padX. #4 rebar 12" O.C. r both ways Grade xl I .1 icy!fin I I r `r 1 ~ II Pad Detail "s ' L--------- ----—___• ' ---"_{'p_j___� -_---- i V 'Concrete Pad �c� su 7 , x 14, W s Lo o , } ;CO m i Catch Basin 3� Zad NOTE: It is the responsibility of Infinium Software ® � o P Y 0 mC to cover the catchbasin when the generator ..;, is being refilled with fuel. A0 SO CB CTi z L_ D � a_ 6 Dla . �� ( o N N Bollards c N ` c EEECI `d o min El F18 F 7�r JAN . EEEC: r Property lutes. ii s On t�iu Plan to are for v A -� s ,...�,�.,only anb Cr,i uEraUaf reatio s; P � v objects, 92.1 �/ /• \ I \ ;n IN x 7. -- 7 i\94. � x 7 .6 f / 2.2 30 r � � PAd�ED pAftKiN /�76.8 i� 73.'0 X 76.5 \ . -\ 68. X70.3 1 8.8 i - --- -_ f }� 71.2' ) X 72.3 }� 71.8 i F'. r ` , x68.3 70.9 J j\ X 70. 3.9 / 53.1 >/53.7 \ \52.9 /,,-- >'� \ \ / 25 54.6 2 /, .�+ 54.3 RK -4 l i\52°3 X 45.2 X\47.5� • -148.1 ,40. 0/60.4 E 1 49.7 //46.9 \/43,8 4`. R EL 56 X. ` X 58.5 .3 5). / j 1 r }\44. �� 4 - TVA y REFERENCES TI01v .. 1) . LOT LAYOUT PLAN, COMMUNICATION WAY,EriCA _ 50' WIDE BARNSTABLE, MA, BY CIVIL DESIGNS, INC., IVA7E DATED 1 6 1986. C O (PR / / „ E 2) "DIMENSIONING AND UTILITIES PLAN, PROPOSED N 82-06 43 FACILITY FOR FIBRONICS, INTERNATIONAL, INC.," 336.01 — BY CIVIL DESIGNS, INC., DATED 1/9/1986. 25, SLOPE EASEMENT LOT 2 cn P ' TEMPORARY TURN-AROUND I LOT 1 EASEMENT 270,173t S.F. m OR 6.202f Ac. z o E 00. •Px DRA/N SASS ENT'1. DRAIN E EASEMENT N S2006'43" 337.2T 4 N Z N O W td ��'. ►� I HEREBY CERTIFY THAT THE FOUNDATION IS 0c'o� 0 LOCATED AS SHOWN. 00?Ps V6 � Q �KEVIN W. HINDS, PLS DATE OF 32•$! ti KEVIN W. gU1L p C� DING HINDS CO N� 2 S-VORY 7 XISTI ram. 7 o E ° r zo o OWNER: 0. o z INDEPENDENCE PARK ASSOCIATES REALTY TRUST �= 31.4' DRAIN DRAIN DEED BOOK 4820 PAGE 193 'EA EASEMENT #25 COMMUNICATION WAY L=283.34 R-4068.00 R 226.00' CERTIFIED PLOT PLAN IN S S4'49'46" W 430.11 HYANNIS, MA 400 (PR/VA TE - goo' wrDE) DRIVE (BARNSTABLE COUNTY). . �E SCALE: 1"= 50' DATE: ` SEPTEMBER 21, 1998 NENDE PINDE 0 50 100 150 200 ft Engineering Design Consultants, Inc. 32 Turnpike Road Southborough, Massachusetts TEE No.: (508) 480-0225 FAX No.:(508) 485-1937 a 202801 CP.DWG �.� 5 !?X PER ANSI. ELEV. CODE r-_ NOTE, _ f FILLER BLOCKING AS-- - - 5FF x.+t FROM FACE of CAR �I` NOTE: �Fr{AI._ ROPED REQUIRED BY G.C. b" 1 ---__- G ODOR L> ORS 41TH HARD _ '7 I { n E TO FACE OF HGISTVAY r r„ = VH h .f ARE F-G LIFT T MAX .Ron 0U i GF I -44kc S[LL! WARE SJPPL[EO BY ;' DO", S 611N -'eL v'- " rHRaaT� AP _.._ ___ I-.-+l l --- --� _-- »- :'TH. <. ^ARE SUPPI i_U 6 + � -.--- ! _ - __.. ____ LI"Ii+cC USE/LIMITED AFT " i CENTERLINE OF RAILS- - r FACEOF HatST;nY o - _-- ANSI ELEV. COCE SEC. _C,.,-9R I i -9- A`t ,N T •.y,•,;• - v4 , BY...L ^ 1 \ T r ". �-i�.v '� lA�s^. <,..,_.. ..„a'� 0' •m. .,".i � �K V\ �,� .R 4[PCk �A H�U' 1 v. A., II is.1, /jUNJ� >i _.,. 1✓ w C I �'' /:NG JS--- --F 1 ? i ;..('.. 1 i { VI2, LISHr SEF�I AR iF ' III,, F 3; 2'X12 f,ONIINUO f W 0D BLO i II { Ur C11 0 OF 1 or S C ' (VERTHGAL :,+ oHAFTWAY) TC BY CONTRA Ti)R II I 7_ [` '. nACTOR _. _ _ I ( i _,_..,. 0(GR: , H I I R P' i •� :2 J LIGHT OUT'.E' BY ECTRi CAL I FIRE-WED C0'ISTRUCT;^.N__-__.. _._>.I I :.._._ __.._. .._._. , ,., ..P. I A r - l�; H-I: - i1 ji� .,uNT@A�TGR !N MALr;YE -O'1. O ER: S V. i PPAsk h.: ncFT2 A.C. CIARIES) l d �.� U _ -I .�, .., -_ ._ '.l x is ' ,� ( -s-�. �...-....� . .a ;IhE DFRON PUMP ': rEIFO UGH I!ALL PUSH P.." :0N F 1 { .{rION 3' OM f 111S ,!'OR I � - _-'_� ; � i I � - {! ' ll -. � d fIl OF TOP B TTON � CAB Dh 1 � - - Fc. ..,R-.__-_ -. r.-1. __'..r�'�'C�\ r -�..�.. ._. L.5 fAT'L;F L A S T I LA itT.a'E qY BF rd;"- ELEVATOR � �5.) IMPACT LOAD ON SASE PLATE " TO 1_F!,III, ADVISE VEIG'HT OF CAR, CAPACITY P[SfQ4 qqi ' /4"Xf"X2 i/4" STEEL-/J i [ 1 - S:LL ` F? '-Q4U'NG ' - 'AND CrifNOER•= 3.830 POUNDS. HANDRAIL: STAINLESS 'EEL i ^ i 1 I >jo ' i H I --- --- - -...:_. VEIGHTS OF CAR. CAPACITY AND BRONZE Li '- N"LE BRACKET TO 1' °IRE-RATED ----�' PISTON HAVE BEEN DOUBLED. SUPPORT 8r RAILS I 1 CONSTRUCTION DOOR 6E PR v DED ' ---- --- UNFINISHED OAK 5Y BECKWITH ELEVATOR I I 1 ; F1 RUNNING - 13:r.. BS. (VARIES) SECKW ':rt 1B LABEL ,.,]p.) y 6. GENERAL CONTRACTOR TtT.PR0VIDE CAB TRIM d SILL ST/ST 1 F2 LOADING 320.0 LBS. �...,. , � � - PULL CHAIN L(GIi7 WIINREGEPiACLE . BRONZE SHAFTWAY THIS SIDE----� 1 1�1 -r SHAFfWAY THIS SIDE-------. ---- _.-�_. F3 [SEE NOTE {,5l A7 T�OF SHAFTYAY, CAB CEILING,4'H1TE PLAS./LAM, 7, BECKWITH TO PROVIDE A KEYED CAR .CAB LIGHTINGe(3) DOWN LIGHTS IMF t 00 NOT SCALE - r OPERATING STATION WITH EMERGENCY p i RAIL BRACKET DETAIL DO NOT SCALE 121 SILL _TAIL DG rsor sGALE 3 HEADER DETAIL 4 GUIDE RAIL REACTION DO NDT S..ALE LIGHT AND TELEPHONE BOX, CAB DOOR DATA,,. vENT TO WTER AIR BY G.C. - ELEVATOR 8. MACHINE ROOM TEMPERATURE TO BE TYPE: POWER COLLAPSIBLE GATE 4 5/8 4---- --a ? SHAFTWAY MAINTAINED BETWEEN 50-90 DEGREES. MATERIAL,ACRYLIC MIN. 3'-O-FROtI TOP OF _``y - I (SIDE - . ROOF TO BOTTOM OF VENn ' "A") BECKWITH TO PROVIDE LOU OIL CLEAR VENT CONTROL. BRONZE - CI { "'�"'-d"-"'•"�' --n ----7- 10 BECKWITH TO PROVIDE TELEPHONE FINISH FLOOR THICKNESS:ADVISE 6 LH AVELING ON - r OiL L[NE - o CABLE TO THE BOX INLINES IN THE CAR OTHERMACHINE HOISTWAY DOORS VOOD STUD o BECK �H) (SET ANDCTI HOCK-UP BYYE: SWINGING DOORS BY BECKWITH(1 PHONE) (CONNECTION.BY HOUR l2X 4 PHONE COMPANY.) ODOR/FRAtk'FIN.: BY 5ECKWITH T BE I J=� IL. JACK I,., J CEILING C i veu _„c..._ < E R TELEPHONE T -OUTL T FOR O BE CONTROL EQUIP. AT SHAFT „ ;METAL STRAP STATION "'' s z Yx oniN O LOCATED 6-FROM fNS 10E CAB WALLAFN CONTROLLEti:SIMPLEX - rTl (T TO HOLD Y SMOKE DETECTOR z TO C/L AND 3'-6' FROM FINISH ---=__-ILA WOOD STUD `.uv - o - �~ Z o FLOOR TO C/L� SINGLE SPEED AC - r' BY G.C. _�`_ NJ r l 71 11 \ 1 y Ucv R, s 12. BECKWITH TO PROVIDE TWO 0 . , S, n� Q I0. OF ROPES:(3) 3/8' DI A.BXI9T RII I r i IR " � t 4 �'-R' VIDE DOOR OPENING o z. iv E-.Z-LIFT FRAMES. RI1 {{ H ,I a)IHR l IT / _ 1 t UTAK(d CLOSER -I C/L _ (DOOR' ,,--- EVA TO BE LABELED, ?�^ t3. THE LIFT TO BE PROVIDED IS --�-�' '1 ''I BRACKET _--- ELEVATOR MACHINE ROOMS - < PUSH BUTTONS: ST/ST FACE PLATE Illy-� lIP' o_:vx MANUFACTURED 8Y 'CEMCOL[FT-, BRONZE FACE PLATE[j IHd MOBILIZATION RED'S. LEVELING SW., MAGNETIC �`I illy MACHINE OAOO TAPING TO BE WIDE RAILS. T-161 ® &LBS./FT. s j + ; j r / - -�-+- +�--:•* - --_ 5'-8' DEEP MACHINE ROOM _1 COMPLETED. FINIING S FLOOR TOTH BEN CAST-.IN GUIDE SNOES:�ROLLER // ►.. _ LIGHTS TO BE COMPLETE.LIGHT SWITCH JACK UNIT JAMB DETAIL -'-- "----�-- - -- --- - _--1 WITH COVER TO BE INSTALLED IN PLACE. PLUNGER 3 7115- O.D. r .216 WALL H17 Z J I •I 1 i. 'PLAN: MACHINE ROOM AND PARTIAL SHAFTWAY DISCONNECT SWITCH WITH PERMANENT CYLINDER: 5 1/2" O.D. X .258 HALL i SCALE:N.T.S. ___-._�. _- -� ___ -._---._�__ POWER AND FUSES TO BE INSTALLED IN iIl I i � .._- '!1 C/w_ .� SCALE: 3/4" = i' 0`� BRACKET PLACE. 0 BE ROOM DOOR D INTPLACE. COUPLING, SPRING; PLUG 'N OUTLET TO BE PROVIDED, BUFFERS:T2) SPRING; D(A."3' r�. T5 - i , 1 �2_ WEIGHTS zl x NOTE SHAH TidAY BEFORE !NS-AILAT[ON OF LU/LA BECK TO PROVIDE'=AHOY BOX IN MACHINE PROVIDE LIFT ALL SHEETROCK INCLUDING TAPING CAR, 1015 LBS. s! c`! IiIJi zj I ! l r pn .^' - TERMINATE PNONFPVIPES IN AND ANY PAINTING THAT IS REOUIRD CAPACITY: goo-LBS. 3 3.4 t .,M INSIDE FACE ' r- '- "N Ai-1` MUST BE FINISHED COMPLETELY. ALL t.{ .. --___ _ -_.- THl BOX T ALLOV PHONE i o' �I 1-?y . ! - -T ------ SHAFTWAY DOORS. FRAI�3, SILLS. AND PLUNGER: -LBS. I J a wl r c { vF._Z It ' a.= CO'T ASS G HNOK UP PHOHE. .s INISHc." WALL U EDGE �.z RAIL SUPPORTS MUST BE INSTALLED IN 1 I o,l { F „PACKET - TOTAL SUSPENDED LOAD: -LDS. PLACE IHIOR PANELS.tlAY BE REMOVED.IF. ,n a' Irli4 ,.ra..-j�-� -►a-7 d� 7!5 - NECESSARY TO ALLOY INSTALLATION ' CYLIIJDER: IHOLE LOCATi GNS) , E ,w EO'iPMENT, FIRE RESISTANT PAINT - TOTAL LOAD, --LBS. .SEE Sf LL" {' I"1! I I"l�� ` tr { ! i^ 0000 GUIDE RAIL SUPPORTS MUST ALSO BE DETAIL i \ 3 5/8" 3 5.8" .I I� COMPLETED BEFORE INSTALLATION. A .`?. A N PERMIT REDS. TOFOVERTRAVEL: � ALL PERMITS HOST BE APPLIED FOR BOTTOM OYERTRAVEL. 3" i 1 2ND. I�1' = T e BEFORE INSTALLA?ION. A COPY OF THE NOSE TO NOSE OF RAILS: 2'-7 i/2" i FL ._.o-. o '. �`ooe ro to _ �-- {�� ..Y o BUILDING PERMIT MUST BE RECEIVED BY " AI I Ill' _ BACK TO BACK OF RAILS, 3' 0 i_ TIE AIi Hr THE CONTRACTOR OR ELEVATOR COMPANY FROM I - .I •• I A7'PLUNGERi� 11� " I I '� PERMIT CAN CB£fILEDWNER E DRA CHINERY NFNESEOR`ANV OTHERTEOUIPE3 BEFORE THE 1 -_ - I \_ '," MENT SHALL BE LOCATED IN AN ELEVATOR i i All • t IA 1 --._ Tt?K.LE 2"% 12"'5-` - _ i Ail )k- 11A : N 1_12 3/4' FRGi1 INSIDEACE i SHhFryHY�CHT OF # ... * MACHINE TO AFTIJAY OPERATEEXCEPT o HE All ,771 I, IHA `� �OF BLOCKING MALL TO EDGE '--.—__ _.. --'-- ELECTRICAL REO S. _ �SSSS i ifbEE DETAIL iw_._.i. lOOR � --, .A�_ __.- _ I _C/^c 5 3/4' 1 'b`'.. .! NOTE ELEVATOR. 3 wj { AI A H? Hli� 8R'i:K.T C/L BLOCKTNG 1 C,..BLOCKING S1DESn C.M.U. BLOCK CONSTRUCTION LLRBLTOCKWSOLIDSA7F61DE •A•) TO BE INSTALLED IN MACHINE ROOM: E I 31iE BECKWITH F1_VATOR COMP ANY IS ?OVER SUPPLY W/ A FUSE. NOT RESPONSIBLE FOR THE STRUCTURAL o 0Ii } !ter Ito !_ 2' t0' FROM INSIDE FACE OF FINISHED 2"X 4'WOOD CONSTRUCTION AT SIDES'B"d"o" r AIIT�CYL: tillim A * �' t AT ALL SIDES ABOVE IST FLOOR. DISCGNNRCT SWITCH FOR:208 VOLT, DESIGN OF TIE BUILDING AND ITS_ 0 RAC IHnrmI I -` � _y o WALL SIDE "B- TO C/L',PF:fRAMf IN SHAFTWAY, - 1 PHASE,60 CYCLES. AMPS.3 POLE. ABILITY TO SUPPORT THE ELEVATOR" BRACT ET l{Hnml 110 C/t SIDE "C" THE MOTOR SIZE SHALL BE 3.5 HP. LOADS A41D I OR REACTIONS. W 11 I)mm1 ILA I j " F FRAME T LIGHT AND SWITCH WITH A 110 VOLT o [I Timm' iql z RECEPTACLE OUTLET. 110 VOLT THE GENERAL CONTRACTOR IS TO Plilmm,l iId - - - lSUPPORT WALL DETAIL AT SIDE "A" -5'-Q' CLEAR SHAFTWAY. JUNCTION BOX WiTH A SEPARATE FEE PROVIDE A PROPER AND LEGAL SHAFTWAY .- m. ;•! rn - INSIDE TROCK TO INSIDE SHEETROCK -'"� < < All I11011 ILA { a SCALE, R.r,s. FOR CAR LIGHT. LIGHT L PLUG iNST- AND MACHINE ROOM AS PER THE ANSI. _ dl1 in0ml ILA I ALLED IN OUTLET AT TOP OF SHAFT. ELEVATOR CODE. All tlr11m1 110 2" 5' 4" CAR PLATFORM 2" ALL ELECTRIC WIRING SHALL COMPLY fit jiiiiwl tiA " WITH THE REOUIREMENTS OF THE t 1A ^) NATIONAL ELECTRIC CODE. CARE full x Oil0 0 o Oil iiiiiml if . EXERCISED 1N SELECTING �+ STHE PROPERFEEDER CABLE SIZES, plH- Inumt A ( o FUSE DISCONNECT SWITCH AND yl 1 1HIr.H I lA - ' - x �' BACK-UP BREAKERS TO ACCOMMODATE 1 c� - -- - ---- -- --- - - THE HYDRAULIC LIFT MOTOR AND TO Ali CYL.":n ill = y z m N AI AVOID POSSIBLE VOLTAGE DROPS. BOTTOMCYLINDER W w ,> -GAR PUSH COLOR SELECTION . ' r r, u.J z Rail BRACKET - Ld �. w �! 'Z == o o I BUTTON STATION CAB CEILING, WHITE' PLAS.,LAM. - .--. - - 'I nIl 'IUA1N1 u4 r ) 01 ' �Iw LLI� - I. I �I I n-- --n CAB WALtS W.A. CLOUD NEBULA _ o r I3y 1 uq 1 I ` _= CIS < W i-I +' 11" CLEAR INSIDE 1" < GATE : CLEAR ACRYLIC ! o ����) -� m PUSH BUTTON I "w- CAB o I - I-- = I wl x a sranON (SEE Arre RC CAB W/ GATE CLOSED o li 1 L._ 111i -T 1— _. m d O I I U IIII I rd / SIDE "B" <o + i DETAIL) I H 1 1 7 III w Imo- -�Ct N� - ;`- '+' �I METAi.DOOR TO i 1- SILL 112'-3" SPG. Bf. I`l SIDE "D" REVISIONS RI I m hY il4 { cJi o .��< �I 8 PROVIDED BY I- i ME IHI 1 •4 uk 2i ( o eirHTH 1 DIET n z NO. DESCRIPTION DATE (CHECK DATE < m H )HH \I 1 PRELIMINARY RELEASE 2 Zia oil N nh r I14 u. C/L �- � 2 5/76- I -1 1 riA1=h ==�.�r-==11ki�o• in H 11 , z HST. ! `IIII- {J---14z'm� BRACKET 1 F �I� \ _� HII nI 2 ETU,_ E-4_;-4-- o 4 Rif Cz HIM I'll by lly w� • -- �L 3 HIM zi ....SEE LDCKSET R C J M -i - NOTE <m 'Corrnarn.e.r Tare r..-,r.•.Fro.. PHONE !617) 427-5525 - - FAX (617).427-1494 Cj IlS ci - .� _-- - - _m oil IT o dii C5 Iiy o COMPATIBLE LOCKSf.r I-- JACK ASS Y pll by HIM , _ BALD4IINCAT. •5H05 ..._ ,•-6 [/4- 2•-7 [/2- { ELEC. DATA - pmy ® ElevatorCum u 1 MACHINE ROOM 208 VOLTS 3.5 N,P. 274 SOUTHAMPTON STREET,BOSTIN. MASS. 02118 u u4 N E TO NOSE n RII 114 2'-ID' (THIS SiDE) _ LR AMPS 6 BUILDING, SOFTWARE 2000 IT IPIS_ KII L_T x —_i NOTE, I FAME FL AMPS 17.5 ADDRESS, 25 COMMUNICATIONS WAY, HYANNIS, MA. i FLIT. - DOQR A`v; FRAME ' I'-0 3/41 Ir2' 1'-7 1/2' It 1/2' 1. 0 3/4•' 110 V DC-COIL VOLTS OWNER, SOFTWARE 2000 0 0 0 o r o c o C < —. I '{ CONTRACTOR, SOFTWARE 2000 WITH HIP FLR. HGTS. BECKWP ,EC BY SIDE "A" STRUCTURAL ENCIMM,ARTHUR CH00 ASSOCIATES INC. .,, _ CONTRACT WITH, SOFTWARE 2000 }--. CROSS-SECTION:CAR AND SHAFTI�AY� PLAN: CAR AND SHAFTWAY 2ND.- CLR 1Q'-6"MIN. THIS ARRANGET,EENT APFRHA ED, REV' i, - - ---- SCALE: 3/4" = I'-0" � 1ST. -2ND 12'-9" 9E1O' 1 of 1 SCALE,3/4" 1'-0" �:. PIT DEPTH 3'-6' SCALE, AS )STEED '""PMBfi D.D.G. TRAVEL 12-9" PRELIMINARY,I/-`:-:a-j'L F'""v' I'. A-3899 I • i