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HomeMy WebLinkAbout1471 IYANNOUGH ROAD/RTE132 �� ii l/� �. I ' i 'z TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map `5 Parcel' y 1 L pp ` Yo I ~' A lication # -bV w 'S 0 Health.Division 9100 '�30 Date Issued Conservation Division Application FPWUC Plannin' Dept. kt��Y 7r 9 p Permit Fee Date Definitive Plan Approved by Planning Board Historic- OKH Preservation/Hyannis 60WL ,9Pd Project Street Address P7 r? ov /sac? Village Owner 5 c.1 �ov�d� G AddressCO3C Telephone Permit Request 7—,i ,4- r: ._3 Square feet: l st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ti }; Project Valuation O&Z> Construction Type ,, r Lot Size Grandfathered: ❑Yes ❑ No If yes,Aatfttachportingdocumentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) rn Age of Existing Structure r Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: kf Gas ❑ Oil ❑ Electric ❑ Other Central Air: Elf Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial XYes ❑ No If yes, site plan review# Current Use e%e Q eSs Proposed Use ©t'`ce APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Ball,'e/ ��cvGrr'�S Telephone Number 791 CS—P e/GO X /3 Address r//4a o/,-_ta,!, ro,, fie' License# rS 6- 7�{S k,14 rA, iCz A9-7 S Home Improvement Contractor# Worker's Compensation # 7M45-42 ZC07 $' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 22 FOR OFFICIAL USE ONLY y APPLICATION# DATE ISSUED MAP/PARCEL NO. � • a ADDRESS VILLAGE OWNER DATE OF INSPECTION: IS FOUNDATION FRAME INSULATION FIREPLACE { ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t e �Sr+e ram, Town of Barnstable MR MASS. « ' �� Regulatory'Services '°rEv MAI A Thomas F.Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using .A.Builder as Owner of.the subject property hereby authorize �Q., .� 6/�& to act on my behalf, in all matters relative to work authorized by this building permit application.for: (Add ss of Job s Le 6 Signa re o er✓ nate Print Name QA)ATFILES\FORMS\building permit forms\EXPRESS.doc Revise020,108 Town of Barnstable a� Regulatory Services " Thomas F. Geiler,Director BARNsrABi.c, ' MASK. 1639. 11 Building Division rED MA't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Officer 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 'city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control.. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\W PFILES\FO RM S\homeexempt:DOC �DAN L H.HAWKINS 23 SPRING-ST' -" DUXBURY,MA 02332 Direct Deposit A -- 9/2008 _ Pay Period:08/10/2008-08/16/2008 Pay Date.0811 Employee Pay Stub Check number: S5N Status(Fed/State) Allowances/Extra Employee --**-8283 Married using Single RatelSingle Fed-3I0IMA-3/0 DANIEL H.HAWKINS,23 SPRING ST,DUXBURY,MA 02332 Amount Earnings and Hours Qty Rate Current YTD Amount Direct Deposit 1,006.22 .00 35.00 1,400.Op 43,120.00 Checking--5085 40 Hourly Rate 1 560.00 YTD Used Available Paid Time Off .00 8.00 Holiday 2,520 72.00 Vacation Hourly Rate 4000.00 Vacation Bonus 50,200.00 1,4D0.00 Memo Current YTD Amount Direct Deposit -219.00 Taxes -8,194.00 Federal Withholding -88 S0 -3,112.40 Social Security Employee -20.30 -727.90 Medicare Employee -67.68 2.436.87 MA-Withholding 393.78 A4,471A7 1,006.22 35,728.83 Net Pay liHenTTF:alai L;ALLANUrrmT ACORD,. CERTIFICATE OF LIABILITY INSURANCEF�TE1 °m"Y' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Smith Insurance, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 15 Liberty Way HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR y y ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Niantic,CT 06357 860 739-3322 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Nautilus Insurance Callahan Hoffman Co.,lnc. INSURER B: Mt. Hawley Ins.Co 341 Washington Street INSURER c: American Zurich Norwell, MA 02061 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRPOLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MM/DD LIMITS A GENERAL LIABILITY BN668127 05/24/08 05/24/09 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE RPREMISES(E.ENTED $1 OO 000 CLAIMS MADE 51 OCCUR MED EXP(Any one person) $rj 000 X BVPD Ded:2,500 PERSONAL&ADV INJURY , $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY JECOT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ B EXCESS/UMBRELLA LIABILITY MXL0361972 05/24/08 05/24/09 EACH OCCURRENCE $1 OOO 000 OCCUR X�CLAIMS MADE AGGREGATE $1 000 000 DEDUCTIBLE $ RETENTION $ $ C WORKERS COMPENSATION AND 7666A22008 05/24/08 05/24/09 X WC SIT OFR TH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $500 OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Project: UBS Expansion,Second Floor, 1471 lyanough Road, Hyannis,MA UBS Financial Services Inc and Shallow Pond LLC are named as additional insureds. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION UBS Financial Services Inc DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 2_ DAYS WRITTEN 100 Harbor Blvd.,5th Floor NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Weehawken, NJ 07087 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #M10108 JCK O ACORD CORPORATION 1988 Ax : N . sue,_ Massachusetts- Department of Public Safet-, Board of Building Regulations and Standards Construction Supervisor License License: CS 67850 < Restricted to;, 00 DANIEL H HAWKINS i 23 SPRING ST DUXBURY, MA 02332 Expiration: 7/26/2010 ('onunissiuner T r##: 1692 The Commonwealth of Massachusetts ✓ Department of Industrial Accidents Office of Investigations 600 Washington Street . Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: 3 �/ G✓4s/j;� ,U �.t �j'� City/State/Zip: D/"&,.-1d/ IM O"/ Phone#: 781 6:-/ 8 700 X /3 Are you an employer?Check the appropriate box: Type of project(required): 1.g I am a employer with 4 4. X I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp.insurance comp. insurance.+ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other A0,1 comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. nn / Insurance Company Name: Policy#or Self-ins.Lic.#: p 2 2 Expiration Date: Job Site Address: 110-71r n l'! City/State/Zip: Attach a copy of the workers' compensation olicy declaration page(showing the policy nifniber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un er th ains d penalt' s of p ury that the information provided above is tr a and correct Si ature: Date: ©� Phone#: �.S 1 g l 0� Ar / Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SHALLOW POND CENTER 14711YANNOUGH ROAD ROUTE 132, HYANNIS, MA PROJECT DIRECTORY COMPANY PHONE CONTACT OWNER 508 428 1146 JOSEPH KELLER KELLER COMPANY, INC. 508 428 3488 FAX 683C MAIN STREET 508 776 0121 CELL MARY PUZIO OSTERVILLE, MA 02655 THE REALTY ADVISORY 508 776 0312 CELL JOHN SHIELDS 683C MAIN STREET 508 428 4323 OSTERVILLE, MA 02655 508 428 3488 FAX vshields@therealtyadvisory.com REALTY EXECUTIVES 508 362 2040 TIM, MIKE TDBANKNORTH 781 348 0046 FAX NANCY CURRY 617 364 2400 JACK VALLE 617 364 2409 FAX DAVIS PROPERTY GROUP 617 852 7581 CELL SCOTT PRIOR 99 LONGWATER CIRCLE 781 982 6020 X1 16 NORWELL, MA 02060 781 982 6019 FAX sprior@davispropertygroup.com NUTTER MCLENNAN& FISH 508 771 8079 FAX ELIZA COX ecox@nutter.com GENERAL CONTRACTOR 781 6598100 KEVIN CALLAHAN CALLAHAN/HOFFMAN 781 953 8043 CELL DAN HAWKINS PROJECT MANAGER 341 WASHINGTON STREET 781 659 8103 FAX NORWELL, MA 02061 781 844 2535 CELL ED LAVIGNE ON SITE SUPER dan@callahanhoffman.com BUILDING INSPECTOR 508 862 4038 PAUL ROMA PLUMBING INSPECTOR JENKINS DIG SAFE 888 344 7233 DIG SAFE# 2007 2700 327 7/6/07 CONSERVATION 508 862 4679 ELLEN FIRE DEPT. 508 775 1300 LT. CHASE/LT. HUBLER UTILITIES VERIZON 508 398 5810 RICK BAKIYAKI NSTAR WORK ORDER#01593728 781 441 3334 JUSTIN REIHL ED CESLER KEYSPAN 508 760 7534 DON MURRAY ARCHITECT m BROWN LINDQUIST FENUCCIO& RABER ARCHITECTS, INC. 203 WILLOW STREET, SUITE A 508 274 3378 CELL KURT RABER YARMOUTHPORT, MA 02675 508 362 8382 508 362 2828 FAX kurtraber@capeearchitects.com charlie@capearchitects.com CHARLIE STEVENS Page 1 CIVIL ENGINEER BAXTER NYE ENGINEERING& SURVEYING 508 771 7502 x17 78 NORTH STREET, 3RD FLOOR 508 771 7622 FAX HYANNIS, MA 02601 meddy@baxter-nye.com MATTHEW EDDY STRUCTURAL ENGINEER ALLEN& MAJOR ASSOCIATES, INC. 781 9356889 BRIAN WALSH 100 COMMERCE WAY, PO BOX 2118 781 935 2896 FAX WOBURN, MA 01 888-01 1 8 bwalsh@allenmajor.com MECH., ELECTRIC, PLUMBING, F.P ENGINEER 508 230 0260 BER BUILDING ENGINEERING RECOURCES, INC. 508 230 0265 FAX 28 MAIN STREET, BUILDING 3A NORTH EASTON, MA 02356 GROUND WATER MONITORING WELLS GROUND WATER ENVIRONMENTAL SERVICES 800 221 6119 EXT. 3245 ED CONTOS FENCES RELIABLE FENCE 508 775 4124 STANLEY 508 771 1377 FAX PORTABLE TOILET HANDY HOUSE 800 442 1 286 ASBESTOS ABATEMENT BANNER ENVIRONMENTAL SERVICES 508 328 3417 CELL RUDI NELSON 16 BACK RIVER WAY 781 9346873 DIANE DUXBURY, MA( - 781 934 6056 FAX SITEWORK&DEMOLITION BROWNING EXCAVATORS 781 630 3221 CELL JOHN MANNING PO BOX 310, 293 OLD MAIN STREET 781 837 1003 FAX MARSHFIELD, MA 02051-0310 781 630 3153 CELL PETER BROWN REINFORCING STEEL REBARS& MESH 978 374 2244 KATE GRADY 111 AVCO ROAD 978 372 0831 FAX JOHN GRADY HAVERHILL, MA 01835 TESTING ENGINEERS BRIGGS ENGINEERING&TESTING 781 871 6040 KEN OLIVER 100 WEYMOUTH STREET 781 871 7982 FAX ROCKLAND, MA 02370 CONCRETE 508 989 3654 CELL PETER JOY CAPE COD READY MIX, INC 508 255 4600 300 CRANBERRY HIGHWAY, PO BOX 399 508 771 0422 FAX ORLEANS, MA 02653 A. H. HARRIS-CONCRETE ACCESSORIES 508 759 9990 HARRIS REBAR 508 291 7150 TOM BUCKLEY PRE-CAST LIGHT POLE BASES MBO PRECAST INC. 508 746 4939 CHRIS HAYNES 169 CAMELOT DRIVE 508 830 0476 FAX PLYMOUTH, MA 02360 Page 2 i FOUNDATIONS BIANCHI CONSTRUCTION, INC. 508 941 3199 CELL DICK BIANCHI 9 COVE AVENUE 508 822 5534 BERKLEY, MA 02779 508 822 5534 FAX SLABS MARGUERITE CONCRETE, INC. 508 922 4607 CELL JIM MARGUERITE 1 1 ROSENFELD DRIVE 508 528 4646 HOPEDALE, MA 01747 508 528 5452 FAX STRUCTURAL STEEL BOSTON STEEL FABRICATORS, INC. 617 640 7572 CELL STEVE BROWN 610 SOUTH STREET 781 767 1540 HOLBROOK, MA 02343 781 767 4613 FAX MISC. METAL NSR METAL WORKS CO., 781-831-3313 CELL ROB BURR PO BOX 1577 508-732-0190 PLYMOUTH, MA 02360 508-732-0217 FAX WOOD TRUSSES CANATRUSS, INC. 418 338 2888 EXT 244 SEBASTIAN ROY 1760 SETLAKWE STREET 418 338 4688 FAX THETFORD INES, QC, CANADA, G6G 8B2 418 814 0243 CELL WOOD FRAMING&ROUGH CARPENTRY J F BRAZ CONSTRUCTION 781 241 7081 CELL JOHN BRAZ 203 BRITTON AVE., APT.T4 781 341 9002 FAX STOUGHTON, MA 02072 LELEU& BROTHER CONSTRUCTION, INC. 781 964 1296 CELL EZEQUIEL PEREIRA 11 PINCKNEY STREET#1 617 629 4912 SOMERVILLE, MA 02145 617 629 5353 FAX LUMBER SHEPLEY WOOD PRODUCTS 508 862 6240 NAOMI or SHANNON 216 THORNTON DRIVE 508 862 6200 HYANNIS, MA 02601 508 862 6012 FAX SHINGLES AND CLAPBOARD SUPPLIER BEACON SALES COMPANY 508 958 0817 CELL LOINEL LARIVEE 96 LOMBARD AVENUE 508 362 7109 WEST BARNSTABLE, MA 02668 508 362 8107 FAX WINDOW SUPPLIER 508 962 0591 CELL MIKE WALKER PELLA WINDOWS, INC. 508 419 1183 i-,-AX 1325 AIRPORT ROAD 508 676 6820 COSIMO DELIA FALL RIVER, MA 02720 508 676 6823 FAX MILLWORK FINISH CARPENTRY LARRY DEVINE 508 776 0282 LARRY DEVINE 301 SIMONS NARROWS MASHPEE, MA 02649 cramsv✓E'�l cm s�rGC4-1 `1`�C. SoB��•.J`BS� �r9 S7eve CrA�WC'// rai.C. 777. 42$5- Page 3 U.►�'f��.�7a�5 5-0 o' S-97$ 4a.cn GLASS ENTRY DOORS FALMOUTH GLASS& MIRROR CO. 508 5400317 BERNIE LUNDQUIST 537 TEATICKET HIGHWAY 508 540 4217 FAX EAST FALMOUTH, MA 02536 DOORS/FRAMES/HARDWARE GUTTERS&INSULATION 781 447 2158 OFFICE GORDY FRAZIER, SR. FRAZIER GUTTER& INSULATION, INC. 781 582 4831 CELL GORDY, SR. 182 WHITMAN AVENUE 781 799 8457 CELL JIM FRAZIER-GUTTERS WHITMAN, MA 02382 508 279 0078 OFFICE JIM ROOFING AND SIDING EXCEL BUILDING SYSTEMS 508 901 0143 CELL NATTO 312 NOTTINGHAM DRIVE 508 775 1395 OFFICE/FAX CENTERVILLE, MA 02632 CERAMIC TILE DRYWALL/METAL FRAMING LAZER TRAK, INC. 781 771 6939 CELL BOB FREDA ONE BRADFORD ROAD, PO BOX 238 508 728 4870 CELL CHICK PLYMPTON, MA 02367-0238 ACOUSTIC CEILINGS PAINTING TOILET PARTITIONS/ACCESSORIES UNLIMITED SPECIALTIES, INC. 781 248 9410 CELL BOB MCDONALD 141 MAIN STREET 781 471 7070 QUINCY, MA 02169 617 770 2175 FAX ELEVATOR 617 980 4039 CELL NICK BESSETTE, INSTALLATION SUPERVISOR OTIS ELEVATOR COMPANY 617 212 3332 CELL CHRIS O'MALLEY 61 FOURTH AVE. 781 726 2416 CELL BROOKS LOOMIS NEEDHAM, MA 02494 781 4337741 781 433 7761 FAX FIRE SPRINKLERS, MASS FIRE PREVENTION, INC. 781 858 6275 CELL JOHN GANNON PO BOX 335 781 871 0131 ROCKLAND, MA 02370 781 878 4799 FAX PLUMBING PMG MECHANICAL SYSTEMS, LLC 508 873 9657 CELL PAUL GENS PO BOX 797 508 888 1745 . FORESTDALE, MA 02644 508 888 3745 FAX HVAC 617 799 0860 CELL KEVIN MAIN COTTI-JOHNSON LLC 617 799 0857 CELL JOHN BOUTIN 80 CEDAR STREET 781 821 1511 CANTON, MA 02021 781 821 1599 FAX ELECTRICAL 617 212 6413 CELL JASON DANA AMBER ELECTRICAL CORP. 781 293 1270 SUSAN DANA P. 0. BOX 1222 781 293 4191 (!"-'AX) PEMBROKE, MA 02359 iasondana@amberelectricalcorp.com Page 4 Controlled Construction Affidavit City of Hyannis Prolect Name: UBS Location: 1471 lyanough Road Hyannis, MA 02601 Scope of Prolect: In accordance with Section 116.0 of the assachusetts State Building Code, I R,402 Massachusetts Registration No: being a registered professional rchite Engineer) Hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural For the above mentioned project and that;, to the best of my knowledge such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all applicable engineering practices and all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in the accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2..2. 1.) Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the.building permit and approval for the conformance to the design concept: 2.) Review and approval of the quality control procedures for all code-required controlled materials; 3.) Special architectural and engineering professional inspection or critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in appendix B. Pursuant to Section 116.4, 1 shall submit periodically, progress reports together with pertinent comments to the Building Commissioner. Upon completion for the work, I shall submit a final report as to t ti ompletion and readiness of the project for occupancy. A �� ,� I� d� Architect or En ine Dr/ ass.{fig. �. �i4Yl U �' •UD,�dc� IL�t �d' 0. 5134 Company F- Scottsdale, u' eJ o/j/J ` O Arizona a Address q�78 of 0PSSP Apo O/Y 33 g Telephone Then personally appeared the above mentioned named I)AVIlj 6/21(d ) on. t/ / , 2008 and made oath that the above mentioned statement by him/her is true. Beforme , OFFICIAL SEAL ANTONIO P.DEORTENTIIS h1 `�' � � Notary Public•state or Arizona My Commission expires MARICOPA COUNTY F193 /q „?0/2 , 2008 My Comm,6*M Feb,10,2012 COMcheck Software Version 3.4.2 Lighting Compliance Certificate Massachusetts Commercial Code Report Date:07/18/08 Data filename:\\Diaseng-1\projects\UBS--•1\HYANNI-1\PROJEC--3\PROJEC-•1\ELECTR-1\ELECTR-1.CCK Section 1: Project Information Project Title: UBS FINANCIAL SERVICES Construction Site: Owner/Agent: Designer/Contractor: 1471 IYANOUGH ROAD Clifford Dias HYANNIS,MA Clifford Dias P.E,P.0 7 Dey Street New York,NY 10007 212-608-4811 mail@diaseng.com Section 2: General Information Building Use Description by: Activity Type Project Type: Addition Activity Type(s) Floor Area Common Space Types:Office-Enclosed 880 Common Space Types:Office-Open Plan 700 Common Space Types:Conference/Meeting/Multipurpose 160 Common Space Types:Corridor/Transition 200 Section 3: Requirements Checklist Interior Lighting: 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 2610 2587 YES Exterior Lighting: ❑ 2. Comply with Sections 401.3.1 and 401.3.1.1 of 90.1-1989 Code and attach documentation. Controls, Switching, and Wiring: o 3. Master switch at entry to hotel/motel guest room. 4. Minimum of one manual control for each space with no task activity(i.e.storage).Multiple manual controls,occupancy sensor, automatic timer,or dimmer in other spaces. Exceptions: Lighting for emergency or exit egress or intended for continuous operation. 5. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 6. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Luminaires with three lamp ballasts(or electronic high-frequency single-lamp ballasts). Section 4 Compliance Statement Page 1 of 3 I . Compliance Statemenk The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Page 2 of 3 COMcheck Software Version 3. . Lighting Application Worksheet Massachusetts Commercial Code Report Date: Data filename:\\Diaseng-l\projects\UBS--1\HYANNI-1\PROJEC-3\PROJEC-1\ELECTR-1\ELECTR-1.CCK Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Common Space Types:Office-Enclosed 880 1.5 1320 Common Space Types:Office-Open Plan 700 1.3 910 Common Space Types:Conference/Meeting/Multipurpose 160 1.5 240 Common Space Types:Corridor/Transition 200 0.7 140 Total Allowed Watts= 2610 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. Common S ace T es:Office Enclosed 880 s ft a Linear Fluorescent 5:2'x4':Recessed Fluorescent Parabolic/48"T8 32W(Super 3 16 89 1424 T8)/Electronic Common Space Types°Office Open�an(700 sq ft) F � >� ., Linear Fluorescent 6:2'x4':Recessed Fluorescent Parabolic/48"T8 32W(Super 3 5 89 445 T8)/Electronic Compact Fluorescent 2:CFL:Compact Fluorescent Downlight/Twin Tube 36/39W 2 10 36 360 /Electronic �,:� ,fir Common Space TypesConference/Meeting/M 60 Linear Fluorescent 7:2'x4':Recessed Fluorescent Parabolic/48"T8 32W(Super 3 2 89 178 T8)/Electronic Compact Fluorescent 1:CFL:Compact Fluorescent Downlight/Twin Tube 36/39W 2 5 36 180 /Electronic Total Actual Watts= 2587 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 2610 Total Actual Watts= 2587 Project Compliance= 23 i Page 3 of 3 PROJECT NAME: ADDRESS: �'� rjlJ / 71 PERMIT# � PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX ��--- SLOT —0- Data entered in MAPS program on: BY: fi IL- gfwpfiles/archive Sign Permit * ����, * TOWN OF BARNSTABLE 9 MASS. g �ArFO39. � Permit Number: Application Ref: 200804423 20070203 Issue Date: 08/19/08 Applicant: SHALLOW POND PROFESSIONAL LLC Proposed Use: MOTELS Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location 1471 IYANNOUGH ROAD/ROUTE132 Map Parcel 253014X01 Town HYANNIS Zoning District SPLT Contractor PROPERTY OWNER Remarks NEW WALL SIGN UBS 32 SQ & 5 SQ SNIPE Owner: SHALLOW POND PROFESSIONAL LLC Address: 683C MAIN ST OSTERVILLE, MA 02655 Issued By: pC POST TI3I5 CARD SO THAT IS VISIBLE FROM THE STREET t Town of Barnstable mergj o 'Regulatory Services Thomas F.Geiler,Director �''AMMAM STAII . .'Building Division i°rEo " Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 �o www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Application for Sign Permit a 3 Q r L4 - )-�o 4 Applicant: � ,'ZS Map & Parcel# Doing Business As: �JZ5 Telephone No. Sign Location Street/Road: Zoning District: ` "` . Old Kings Highway? Yes yannis Historic District? YeSI Property Owner Name: Y-4-�k`- e Ca Telephone: F;O b Address: � `" �ALv�.S'l-��e. Village: �� AAA - Sign Contractor Name: \hv\kou\-" C.d ' Telephone: Mailing Address: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. SAJT 19 Is the sign to be electrified? Yes/No (Note:Ifyes, a wiringpermit is required) . c Width of building face ( fL x 10= 1 x.10= Sq.Ft of proposed sign 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§240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: /�5 A,:;--) Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. 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BY REV15ION DESCRIPTION DATE, - UBs _..-- - ------ -- - ■ DAVID A.UDKOW HYANNIS, MASSACHUSETTS - ARCHITECT -- -------- -----I � a���teto�*GOi• IIBBI NORTH 113th WAY °No.51344 " KEY PLAN _7. _. ■ SCOTTSDALE, AZ B525B .y 4B0 3B5 4B0.6I4.0209 FAX OF µ: g I . 01 FCG�155UED OR PERMIT' ---- 08/01/06 _ NO. BY ISSUED TO - DATE .DRAWING'LIST PROJECT NAME, ARCHITECTURAL, - - - 4'UBS . !. .� At COVER SHEET 1471 1YANOVGH ROAD 1 Ala GENERAL NOTES - - HYANNIS, MA 02601-I862 - Alb GENERAL NOTES DRAWING TITLE, GOS A2 FURNITURE C DEMOLITION PLAN ' ® 353 GEORGES ROAD - COVER SHEET >, ` A3 CONSTRUCTION 6 DOOR SCHEDULE PLANS - , ., 4Li DAYTON NJ OBBIO 732274 9540 A4 REFLECTED CEILING 4 POWER/DATA PLANS PROJECT NO.,___.._200829 .NORTH FLOOR NO DWG NO t 7 ® 732.274.1372 FAX A5 WALL FINISH 4 FLOOR FIN15H PLANS DATE, - - 07/OI/08AN INTERIOR FACILITY PLANNING SERVICE A6 ELEVATIONS USF+ —_ _ I_700 t l 2 A I A7 DETAILS SF/PP, 170 - N AREA OF WORK j A6 DETAILS DRAWN BY: FCG — UBS PROD. NO. 100520 CHECKED BY: DAU WIRE CODE, U027 SCALE, NT5 SHEET, 01 OF OB ^ R,; t UBS GENERAL NOTES GENERAL NOTES - continued GENERAL NOTES - continued ARCHITECTURAL WOODWORK - continued 14YANNI5, MASSACWSETTS I. THESE GENERAL NOTES SHALL APPLY TO ALL WORK AND ALL DRAWINGS IN 23. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR MISCELLANEOUS STEEL tq4. DRAWINGS IN TH15 SET AND THE DESIGNS THEREON ARE THE PROPERTY A.)ALL PLYWOOD TO BE PAINTED SHALL BE CUSTOM GRADE.SHELVING THIS SET AND SHALL EXTEND TO ANY CHANGES, EXTRAS OR ADDITIONS WORK, MOVABLE PARTITION WORK, ALL WOODWORK, DOORS, FRAMES, OF THE CLIENT'S FACILITIES DEPARTMENT. SHALL HAVE SOLID LUMBER EDGE BANDS GLUED AND NAILED AND _ AGREED TO DURING THE COURSE OF THE WORK. HARDWARE FINISHES AND 5UCN WORK AS MAY BE SPECI FICALL7 OF THE SPECIES AND FIN15H INDICATED. REQUESTEd IN THE CONTRACT DOCUMENTS TO THE CLIENT'S FACILITIES 45. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE,'FOR B.)ALL SHELVING AND CASEWORK TO RECEIVE PLASTIC LAMINATE KEY PLAN 2:' BIDDERS ARE INSTRUCTED TO VISIT AND INSPECT THE PFZEM15E5 PRIOR TO DEPARTMENT FOR WRITTEN APPROVAL.SHOP DRAWINGS SHALL.SHOW ALL WHATEVER REASONS, UNENFORCEABLE, SUCH UNENFORCEASILITY SHALL SHALL BE ECONOMY GRADE. SUBMITTING THEIR PROPOSALS AND TO FAMILIARIZE THEMSELVES WITH THE DIMENSIONS AND CONDITIONS AND SHALL BE SUBMITTED IN SEPIA FORM. NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID B.VENEERED PLYWOOD SHALL CONFORM TO PS 51 FOR HARDWOOD .. ,. CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED.NO SUBSEQUENT WHEN THE FACILITIES DEPARTMENT REQUIRES THE REVISION AND ANY OTHER PROVISION OF THE CONTRACT UNLESS IT BE SHOWN THAT EXTRAS OR OF CONDITIONS WILL BE ALLOWED ON ANY CLAIM HI LACK OF RE-SUBMITTAL OF SHOP DRAWINGS. 5UCH RE-SUBMITTAL SHALL OCCUR THE CONTRACT OR THE PROVISIONS THEREOF ARE DEPENDENT UPON THE PLYWOOD AND GRADED IN ACCORDANCE WITH AWI,VENEER SHALL BE KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE BIDDER WITHIN ONE I WEEK OF NOTIFICATION OF SULH REQUIREMENT. PLAIN SLICED ROTARY SLICED OF THE SPECIES INDICATED, PREMIUM - COULD HAVE INFORMED HIMSELF.APPOINTMENTS SHALL BE ARRANGED () UNENFORCEABLE PARTS FOR THEIR MEANING. GRADE.CORE SHALL BE VENEER CORE OR PARTICLEBOARD CORE. ° THROUGH THE LANDLORD'S REPRESENTATIVE. 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, 4G. THROUGHOUT THE DURATION OF THE PROJECT THE GENERAL NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS CONTRACTOR SHALL REFRAIN FROM ACTIONS THAT COULD LEAD TO THE 5 FINISH MATERIALS 3. BIDDERS SHALL MAKE KNOWN TO CLIENT"ANY LIMITATIONS, IXCLU510N5, OR AND WILL COORDINATE WITH THE LANDLORD, OR THE LANDLORD'S PLASTIC LAMINATE SHALL BE SOLID COLOR OF THE FOLLOWING THICKNESSES: FILING OF A CLAIM OF LIEN AGAINST THE CLIENT OR THE LANDLORD BY MODIFICATIONS TO THE PROJECT DURING THE PRICING PHASE OF THE REPRESENTATIVE, THE INTERFACING OF THE LANDLORD'S WORK WITH A. FOR COUNTERTOPS- .055' v-- PROJECT-UNLE55 NOTED, THEY WILL BE PRESUMED INCLUDED BY THE THAT INDICATED IN THE CONTRACT DOCUMENTS. THE GENERAL SUB-CONTRACTORS OR SUPPLIERS OF LABOR, MATERIALS SERVICES, OR B.FOR VERTICAL SURFACES OF CABINETS- .028' CLIENT. CONTRACTOR 15 TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO ENTITL ND ANY OTHER INDIVIDUAL, COMPANY, OR NLE57 50 EXECUTE ALL WORK AS SHOWN ON THESE DRAWINGS WITH THE ENTITLED UNDER GOVERNING LAWS AND REGULATIONS UNLESS HE CAN C. FOR BALANCING SHEETS 4 CABINET LINERS- .020° SHOW REASONABLE AND JUSTIFIABLE CANT APPROVAL FOR FINAL ADHESIVE SHALL BE EXTERIOR GRADE PHENOL RESIN TYPE. 4. ALL CONTRACTORS INVOLVED IN THIS WORK SHALL CARRY PROPERTY EXCEPTION OF THOSE ITEMS NOTED AS SEPARATE CONTRACTS OR"N.I,C.' PAYMENT SHALL BE CONTINGENT UPON THE GENERAL CONTRACTOR'S DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY GOVERNMENTAL HE SHALL BE RESPONSIBLE FOR COORDINATING TH15 WORK WITH THAT. OBTAINING AND FURNISHING TO THE FACILITIES DEPARTMENT SIGNED 6. UNlE55 SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS HARDWARE AGEREGNCIES HAVING JURISDICTION AND COMPLY WITH STATUTORY OF ALL OTHER TRADES INCLUDING 71405E OPERATING UNDER SEPARATE RELEASES FROM SUCH INDIVIDUALS, COMPANIES, OR ENTITIES. SHALL BE AS FOLLOWS g CON L EM WITH ALL DISABILITY GU WORKMEN'S COMPENSATION.THEY WILL CONTRACT WITH THE LANDLORD AND/OR THE CLIENT. A.PILASTER STANDARDS AND RESTS SHALL BE EQUAL TO KNAPE t VOGT :1 COMPLY WITH ALL RULES AND REGULATIONS DICTATED O THE LANDLORD NO,255/266. =:.J AND THE CONDITIONS OF THE JOB.INSURANCE SHALL PROTECT THE 25. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN - 1-f B.SHELF STANDARDS AND BRACKETS SHALL BE EQUAL TO KNAPE 4 VOGT _ T 'LANDLORD, TENANT, THE CLIENT AND ANY OTHER GROUP TO BE NAMED ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND DIVISION SIX - WOOD PLASTICS Np. - FROM LIABILITY DUE TO THE CONTRACTOR'S NEGLIGENCE.A PROPERLY INSTRUCTIONS UNLESS OTHERWISE NOTED. C.DRAWER SLIDES SHALL BE EQUAL TO GRANT NO.246; NYLON BALL - V„+ EXECUTED CERTIFICATE OF INSURANCE, AIA DOCUMENT G705, SHALL BE BEARING SLIDES; LOAD CAPACITY 50 POUNDS PER PAIR.SUBMITTED TO THE CLIENT'S FACILITIES DEPARTMENT PRIOR TO THE 26, WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RULES AND - ROUGH CARPENTRY D. DOOR HINGES SHALL D EQUAL TO STNLED P I P SELF CLOSING COMMENCEMENT OF ANY WORK. REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AND CONCEALED CASEWORK HINGES 175%OPENING;TWO ° SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL (2)PER DOOR. { 1j 1,.1 5. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.DETAILS SHALL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES STATUTES AND I. WORK INCLUDED. E.DOOR AND DRAWER PULLS SHALL BE EQUAL TO STANLEY NO.4403; .IWIdHNA._ GOVERN OVER PLANS AND ELEVATIONS;LARGE SCALE DETAILS SHALL ORDINANCES.ANY DISCREPANCIES, VARIATIONS, OR ONISSION5 IN THE - A.WOOD FRAMING, NAILERS, FURRING, GROUNDS AND BLOCKING FOR 3°WIRE PULL TYPE, POLISH BRASS FINISH. GOVERN OVER SMALL SCALE DETAILS. CONTRACT DOCUMENTS SHALL BE REPORTED PROMPTLY TO THE CLIENT'S INTERIOR WORK AS REQUIRED FOR THE ATTACHMENT OF FINISH 7 NAILS, SCREWS, STEEL CLIPS AND OTHER ATTACHMENT HARDWARE SHALL BE FACILITIES DEPARTMENT. CARPENTRY ITEMS AND OTHER WORK: 6. THERE SHALL BE NO T14EERM'SUBSTITUTION OF MATERIALS WHERE U MANUFACTURER B.WOOD BLOCKING WITHIN METAL STUD.WALLS AND PARTITIONS. OF THE TYPE AND 512E TO SECURELY SUPPORT AND MAINTAIN THE INTEGRITY IS SPECIFIED.WHERE THE TERM'OR APPROVED EQUAL'IS USED THE 27. ALL PEES, TAXES, PERMITS, APPLICATIONS, AND CERTIFICATES OF C. NAILS, BOLTS, AND FASTENERS FOR SECURING ITEMS OF ROUGH OF THE MILLWORK, CASEWORK OR TRIM. CLIENT'S FACILITIES DEPARTMENT ALONE SHALL DETERMINE THE EQUALITY INSPECTIO4 AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES CARPENTRY. BASED UPON THE INFORMATION SUBMITTED BY THE CONTRACTOR. SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. D.ALL OTHER ROUGH CARPENTRY ITEMS AS REQUIRED TO COMPLETE 8. WORKMANSHIP: _i._N AREA OF WORK THE WORK OF THE CONTRACT NOT OTHERWISE SPECIFIED TO BE A.CASEWORK,COUNTERS, AND MILLWORK FINISH AND TRIM SHALL CONFORM 7, THE GENERAL CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS 28. TIME 15 OF THE E55ENCE AND THE GENERAL CONTRACTOR SHALL KEEP FURNISHED AND INSTALLED UNDER OTHER TRADE SECTIONS OF TO DESIGN AND DETAIL AS SHOWN.WHERE PRACTICABLE WORK SHALL AND VERIFY ALL GOVERNING DIMENSIONS AT THE BUILDING PRIOR TO THE SUFFICIENT WORKMEN ON THE JOB SITE AT ALL TIMES TO PERFORM THE THESE SPECIFICATIONS. BE FINISHED AND ASSEMBLED IN THE WORKSHOP. T i I. _T I COMMENCEMENT OF WORK'.HE SHALL EXAMINE ALL ADJOINING WORK OR WORK IN THE M05T EXPEDITIOUS MANNER CONSISTENT WITH GOOD B.CASEWORK AND MILLWORK FlN'IN AND TRIM SHALL BE FINISHED SMOOTH L_'_._ J AREAS UPON WHICH THE PERFORMANCE OF'HIS WORK IS IN ANY WAY WORKMANSHIP, SOUND BUSINESS PRACTICE, AND THE BEST INTERESTS OF 2. QUALITY ASSURANCE, AND FREE FROM MACHINE OR TOOL MARKS THAT WILL SHOW THROUGH DEPENDENT.ANY VARIATIONS OR 015CREPANCIES SHALL BE REPORTED WITH THE CLIENT. - A.ROUGH CARPENTRY LUMBER SHALL HAVE X VISIBLE GRADE STAMP TINE FINISH.NAILS USED TO FASTEN WORK REQUIRING FIELD FINISHING NO. BY REV1510N DESCRIPTION DATE ALL DUE EXPEDIENCY TO THE CLIENT FACILITIES DEPARTMENT'PRIOR TO OF AN AGENCY CERTIFIED BY THE NATIONAL FOREST PRODUCTS SHALL BE COUNTERSUNK WITH SET PUNCH TO RECEIVE FILLER. EACH .THE FABRICATION OR ERECTION OF THE WORK IN QUESTION. THE 29. SHOULD THE CLIENT REQUIRE WORK TO BE PERFORMED ON PREMIUM TIME ASSOCIATION(NFPA), PIECE REQUIRING FADE NAILING SHALL BE DOUBLE-SPACED NAILED, ------t-----F"-----'-'-'--'------^ -"_--_"'-"'----------------------- REPRESENTATIVE(5)TO CONTACT IS(ARE), ABOVE AND BEYOND THAT IMPLIED BY THE CONTRACT DOCUMENTS, THE B.REFERENCE STANDARDS WITH NAILS SPACED NOT MORE THAN I6"APART, AS FAR A5 .--.---}--��-.- ---------------- -----------��------.-__...�.._._..._.._...... PROJECT MANAGER - LOUIS COLLETT]201-352-3667 CLIENT'S FACILITIES DEPARTMENT SHALL GIVE WRITTEN NOTICE AND THE A.)PS - U.S. PRODUCT STANDARD, CONSTRUCTION AND INDUSTRIAL PRACTICABLE. INTERIOR FINISH WORK SHALL T,BLIND-NAILED ,,.,._. .f.__.._..;G._.. .__-.�..-.___. ........_.._._-.___ ._...-....4 CONTRACTOR SHALL COMPLY THEREWITH. PLYNO0D WHEREVER POSSIBLE. B. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE D15TRIBUTION B.))PS 20-U.S. PRODUCT STANDARD AMERICN SOFTWOOD LUMBER .__.. -_ ..._.._._..OF DRAWINGS TO ALL TRADES UNDER H19'JURISDICTION. 30. IT 15 EXPECTED THAT SUFFICIENT LABOR WILL BE PROVIDED 50 THAT C.)NFPA - NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL C.ALL JOINTS SHALL BE TAPERED AND FORMED TO CONCEAL SHRINKAGE. "' " ACTIVITY FOR ANY GIVEN TRADE WILL NOT BE LIMITED TO ONLY ONE DESIGN SPECIFICATION MITER5 4' OR MORE FROM HEEL TO POINT SHALL BE GLUED AND --'-- 9. ANY INFORMATION REQUIRED BY THE CONTRACTORS THAT 15 NOT SHOWN.ON PART OF THE TOTAL WORK AREA. LOCKED. DOWELS, SPLINES, AND TENONS SHALL BE MADE TO A DRAWINGS OR OTHER CONTRACT DOCUMENTS SHALL BE REQUESTED BY THE 3. LUMBER: DRIVING FIT.ALL JOINTING SHALL BE MADE IN ACCORDANCE WITH GENERAL CONTRACTOR FROM THE'CLIENT FACILITIES DEPARTMENT. 31. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL A.NOMINAL SIZES ARE INDICATED, EXCEPT AS SHOWN BY DETAIL THE RECOGNIZED QUALITY STANDARDS AND AS APPROVED BY THE NOT DELAY OR DETAIN THE TRADE FOLLOWING THEM. DIMENSIONS.PROVIDE ACTUAL SIZES AS REQUIRED BY PS 20, FOR ARCHITECTURE-DEPARTMENT FOR APPEARANCE. ALL BUTT JOINTS �----------' -"`--- -.__.�_._ T.__....-._..-_ l0. WITHIN ONE(I)WEEK OF BEING AWARDED THE CONTRACT, THE GENERAL THE MOISTURE CONTENT SPECIFIED FOR EACH USE. PROVIDE DRESSED SHALL BE ATTACHED TO BLOCKING. - ---- -----------------.------------------------ ---------- CONTRACTOR SHALL PREPARE ND SUBMIT TO THE CLIENT'S FACILITIES 32. ALL WORK SHALL BE COMPLETED FOR THE AGREED CONTRACT PRICE LUMBER 545, UNLESS OTHERWISE INDICATED. D.WHERE SECTIONS OF MILLWORK ARE JOINED TOGETHER INCLUDING ----- i---------------- -------------___._ I __. DEPARTMENT A CONSTRUCTION 5CHEDULE INCLUDING A FLOOR READY DATE WITHOUT RECOURSE TO LABOR STOPPAGES OR REV1510N5 OF GOVERNING 8.FRAMING LUMBER SHALL BE NO.2 GRADE OR BETTER, HEMLOCK, SECTIONS OF FRAMING THEY SHALL BE SECURED WITH WOOD SCREWS. - - ?- _ FOR THE INSTALLATION OF COMMUNICATIONS CABLE AND ANY OTHER REGULATIONS, LAWS, AND CODES ABOUT WHICH THE CONTRACTOR COULD HEM FIR, SPRUCE-PINE-FIR OR OTHER SPECIES MEETING THE ----}`-'- -`---"'-----------`"--'�_" "-"---_--'""'"---'-'-'---""-- NAILING WILL NOT BE PERMITTED. WHERE MILLWORK IS SECURED ...... PATES ENT, WIRING DR CABLING NOTED I1 THE CONTRACT DOCUMENTS. HAVE REASONABLY BEEN EXPECTED TO HAVE HAD FOREWARNING AND TO GRADING REQUIREMENTS AND ALLOWABLE CONTENT E5.LUMBER SHALL TO WOOD GROUNDS DURING INSTALLATION WOOD SCREWS SHALL BE - I DATES SHALL FIVE INDICTED FOR SUBMISSION OF SHOP DRAWINGS ALLOWING HAVE MADE APPROPRIATE CONTINGENCY PLANS PRIOR TO THE SIGNING OF BE KILN DRIED S A MAXIMUM MOISTURE COMIT T OF 19X EXCEPT USED. -------:--- ---------------------- --- �___...____. A MINIMUM OF FIVE(5)WORKING DAYS FOR THE FACILITIES DEPARTMENT'S THE CONTRACT. FOR THICKNESSES LESS THAN 2'NOMINAL LIMIT TO 15X. E. USED. HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'S .._-.....__-_-__.----____...........__. REVIEW OF EACH SUBMISSION,SCHEDULE SHALL INCLUDE ANTICIPATED C.MISCELLANEOUS LUMBER:-PROVIDE WOOD FOR SUPPORT OR RECOMMENDATIONS. 1 'DELIVERY DATES OF ALL MATERIALS OTHER THAN STANDARD ND READILY 33. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR ATTACHMENT OF OTHER WORK INCLUDING BUCKS, HAILERS, BLOCKING, ^I-----i----------- ----'----'-------- r----- F.APPLY PLASTIC LAMINATE FINISHES WHERE INDICATED. ADHERE I ,AVAILABLE BUILDING MATERIALS. CHANGES FOR WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND FURRING, GROUNDS, STRIPPING AND 51MILAR MEMBERS. PROVIDE -.___;__..._.u___-____....-.-_____...._..________ __._.-_-.____.y-.__-._...__.__. OVER ENTIRE SURFACE. MAKE JOINTS AND CORNERS HAIRLINE. ;THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE LUMBER OF SIZES SHOWN OR SPECIFIED, WORKED INTO SHAPES SHOWN. MATCH PATTERNS.CAP EXPOSED EDGES WITH PLASTIC LAMINATE OF --- ---�--- - ------ ------------ --- ------- ..-.....-._ Il. SHOULD THE GENERAL CONTRACTOR, BY HIS OWN FAULT, FAIL TO ADHERE CLIENTS FACILITIES DEPARTMENT.FAILURE TO OBTAIN SUCH PROVIDE CONSTRUCTION GRADE OR NO.2 GRADE LUMBER WITH A ISX SAME FINISH AND PATTERN. APPLY LAMINATE BACKING ON REVERSE _ TO THE INSTRUCTION 5CHEDULE, HE SHALL, AT THE DISCRETION OF THE AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR SUCH EXTRA MAXIMUM MOISTURE CONTENT. ----- ----;--- --------------------- --------------r ------- SIDE OF PLASTIC LAMINATE FINISHED SURFACES. - CLIENT'S FACILITIES DEPARTMENT, PERFORM WORK ON PREMIUM TIME TO COMPENSATION. CONFORM WITH THE SCHEDULE.ANYRACTOEXPENSES ATTRIBUTABLE TO SUCH ' 4, PLYWOOD, G. WHEN STAINED WOOD I5 SPECIFIED AS TRIM FINISH INCLUDE MISC. WORK SHALL BE.BORNE BY THE CONTRACTOR. 34. EXISTING CONVECTOR/RADIATOR/PERIMETER ENCLOSURES ARE TO BE A. WHERE PLYWOOD WILL BE EXPOSED IN FINISHED WORK, PROVIDE MDO/ WOOD MOLDING TO BE STAINED U.O.N.VERIFY WITH WALL FINISH PLAN AND ELEVATIONS. COVERED DURING THE WORK AND PROPERLY CLEANED F C VACUUMED ANDGEXT-APA PLYWOOD WITH MEDIUM DENSITY OVERLAY FACE EXPOSED , 12. THE GENERAL CONTRACTOR SHALL SUPPLY, PRIOR FACILITIES COMMENCING WORK A PRIOR TO REINSTALLATION ND/OR THE COMPLETION OF CONSTRUCTION. AND GRADE C CONCEALED. THE NAME OF ALL STHECPRINCIAPLERCONTACT,5 TO ETHE ADDRESS, AND THE PHONE35. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC. B PLUGGED/ANT qpq ILL BE CONGEALED B7 OTHER WORK PROVIDE C-D ___-, t NUMBER OF EACH SUB-CONTTRACTOR SHALL BE INCLUDED IN THIS LIST. REQUIRING THE USE OF JACK HAMMERS OR OTHER HEAVY HAND OR DIVISION EIGHT - DOORS WINDOWS 1 -� - -TPOWER OOLS SHALL SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS 5. SCRIBE AND DOPE A5 REQUIRED FOR ACCURATE FIT OF CARPENTRY WORK 13. THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES AND ON AN OVERTIME BASIS UNLESS THE LANDLORD AND ANY AFFECTED WITH OTHER WORK. MIT_ - OB/OI/00 REGULATIONS OF THE BUILDING C TO THE HOURS OF AVAILABILITY OF TO TENANTS DCPRE55LY PERMIT IT, IN WRITTEN FORM, TO BE OTHERWISE. WO OI ! - 'ELEVARS AND/OR LOADING.DOCKS FOR THE PURPOSE OF DELIVERY AND 6. ALL OD SHALL BE FIRE RETARDANT TREATED TO ACHIEVE A FLAME W STOCK HOLLO METAL DOORS FCG ISSUED FOR PER AL50 A5 S, EQUIPMENT AND 36. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT SPREAD RATING OF TO THE MANNER OF HANDLING MATERIAL NOT MORE THAN 25(UL CLASS FR-S)WHEN TESTED WITH NO, BY ISSUED TO.. DATE DEBRIS, TO AVOID CONFLICT.AND INTERFERENCE WITH NORMAL BUILDING SHALL OPERATE AS QUIETLY AND AS FREE OF VIBRATION AS POSSIBLE. UL TEST 723 OR ASTM E84.PROVIDE UL APPROVED IDENTIFICATION ON 1. WORK INCLUDED: OPERATIONS. - TREATED MATERI AL5. DO NOT RIP-5AW OR PLANE SURFACES OF FIRE A.HOLLOW METAL WORK AS INDICATED ON DRAWINGS 4 SCHEDULES 37. THE GENERAL CONTRACTOR SHALL NOT PLACE CEILING 14VAC REGISTERS RETARDANT TREATED WOOD. INCLUDING CUSTOM HOLLOW METAL DOORS 4 CUSTOM PRESSED 14. BEFORE COMMENCING WORK THE GENERAL CONTRACTOR SHALL NOTIFY THE OR DIFFUSERS WHEREVER SHELVING, FILES, OR OVER FILE UNITS ARE STEEL FRAMES FOR FOR DOORS 4 SIDELIGHTS. - CLIENT FACILITIES DEPARTMENT OF ANY AREAS THAT HAVE NOT BEEN INDICATED ON THE DRAWINGS.. S. FINISH HARDWARE INSTALLATION. SATISFACTORILY COMPLETED BY THE LANDLORD AND/OR THE PREVIOUS TENANT TO MEET THE BASE BUILDING REQUIREMENTS(FIREPROOFING, 3B. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT SIGNS 2. QUALITY ASSURANCE: DUCTWORK, CONDITION OF SLAB, CONDITION OF CORE AND OFMSING WALLS, - AS REQUIRED BY LOCAL CODES UPON APPROVAL OF SIGN LOCATIONS AND A.PROVIDE HOLLOW METAL WORK MANUFACTURED B7 A SINGLE FIRM UTILITY HOOK-UPS, ELECTRICAL PANELS, ETC.). STYLES BY THE CLIENT'S FACILITIES DEPARTMENT. ARCHITECTURAL WOODWORK SPECIALIZING IN THIS TYPE OF WORK.SUBMIT SHOP DRAWINGS FOR I5. A WEEKLY REPORT FORM, SIGNED BY THE CONTRACTOR'S SUPERINTENDENT, 39. ALL WORK AND MATERIALS SHALL$E GUARANTEED AGAINST DEFECTS IN . FABRICATION 4 INSTALLATION. SHALL BE COMPLETED AND MAILED TO THE CLIENT'S FACILITIES DESIGN, WORKMANSHIP, AND MATERIALS FOR A PERIOD OF AT LEAST ONE I. WORK INCLUDES FINISH CARPENTRY ITEMS INCLUDING SHOP FABRICATED B.WHERE FIRE-RATED DOOR ASSEMBLIES ARE INDICATED OR REQUIRED, DEPARTMENT.THIS REPORT MAY BE A COPY OF THE SUPERINTENDENT'S (I)YEAR FROM THE CLIENT'S FACILITIES DEPARTMENT APPROVAL FOR CABINET WORK COMPLETE WITH REQUIRED HARDWARE AND ATTACHMENT PROVIDE DOOR 4 FRAME ASSEMBLIES THAT COMPLY WITH THE NATIONAL FIRE PROTECTION ASSOCIATION.Lam- FINAL PAYMENT. ACCESSORIES A5 SPECIFIED. _ ` 16. THE CONTRACTOR SHALL BE ANSWERABLE TO THE CLIENT'S FACILITIES 40. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF 2. QUALITY ASSURANCE: + 3. MATERIALS, 1 DEPARTMENT FOR HIS WORK AND SHALL NOT ACCEPT INSTRUCTION FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS A.FINISH CARPENTRY ITEMS SHALL CONFORM TO THE'QUALITY A.HOT ROLLED STEEL SHEETS 4 STRIP:COMMERCIAL QUALITY CARBON LOCAL THE CLIENT PERSONNEL WITHOUT VERIFICATION FROM THE FACILITIES OPERATIONS OR THE OPERATIONS OF THE LANDLORD'S OR THE CLIENT'S STANDARDS OF THE ARCHITECTURAL WOODWORK,INSTITVTE(AWI). STEEL, PICKLED 4 OILED, COMPLYING WITH ASTM A568 4 ASTM A569. ■ DAVID A.UDKUW DEPARTMENT.CONTRACTOR WILL BE LIABLE FOR ANY EXPENSE CAUSED BY SEPARATE CONTRACTORS.CONTRACTOR SHALL CONFINE HIS OPERATIONS ANY REFERENCE TO PREMIUM, CUSTOM, OR ECONOMY GRADES IN THIS B.COLD-ROLLED STEEL SHEEYS:COMMERCIAL QUALITY CARBON STEEL, ARCHITECT THE EXECUTION OF SUCH WORK WITHOUT SUCH VERIFICATION AND FOR THE FOR REhfOVAL TO SUCH METHODS AS MAY BE AGREEABLE TO THE SPECIFICATION -HALL BE DEFINED BY THE'QUALITY STANDARDS°. COMPLYING WITH ASTM A56B 4 ASTM A569. - �/� �•r `1 EXPENSES CAUSED BY ITS REMOVAL OR CORRECTION. LANDLORD.THE PROJECT SHALL BE LEFT CLEAN AND CLEAR TO THE ANY ITEM NOT GIVEN A SPECIFIC GRADE SHALL BE CUSTOM GRADE. C.SUPPORTS 4 ANCHORS:FABRICATE OF NOT LE55 THAN 16-GAGE SHEET , SATISFACTION OF THE FACILITIES DEPARTMENT AND THE DISPOSITION OF B.THE WOODWORK MANUFACTURER SHALL HAVE SATISFACTORILY METAL. �N0.5134~ p1 - 17. A REPRESENTATIVE OF THE GENERAL CONTRACTOR AUTHORIZED TO DISCUSS ALL SALVAGED MATERIALS 15 TO BE CLEARED WITH THE LANDLORD COMPLETED CO:PARABLE WORK ON TIME.THE FACILITIES DEPARTMENT D.SHOP APPLIED PAINT:RUST-INHIBITIVE ENAMEL.OR PAINT, EITHER ■ IIBBI NORTH It�th WAY i THE WORK AND RECEIVE INSTRUCTIONS FROM THE CLIENT'S FACILITIES PRIOR TO REMOVAL. PREMISES TO BE SWEPT CLEN OF RELATED RESERVES THE RIGHT TO APPROVE THE WOODWORK MANUFACTURER AIR DRYING OR BAKING, SUITABLE AS A BASE FOR SPECIFIED FINISH >< slw '+ . �. SCOTTSDALE, AZ 85250 DEPARTMENT SHALL BE AT THE JOB SITE AT ALL TIMES THAT WORK 15 IN CONSTRUCTION DAILY. SELECTED TO F"�NISH ALL OF THE WOODWORK. PAINTS. Gt i`r PROGRESS.CONTRACTOR SHALL MAINTAIN A PHONE AT THE JOB SITE. C.LUMBER AND Pt 'WOOD SHALL BE IDENTIFIED BY AN OFFICIAL GRADE 41. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL NOTIFY THE MARK EXCEPT I'4ERE THE GRADE MARK WILL INTERFERE WITH _ 4. FABRICATION, GENERAL, 480'614'3305 /ArU OF�P'IB. GREAT CARE SHALL BE EXERCISED TO ASSURE THAT THE BUILDING SHALL CLIENT'S FACILITIES DEPARTMENT WHICH SHALL COMPILE A"PUNCH LIST' NATURAL FINI% IN SUCH CASES THE MATERIAL SHALL BE A, FABRICATE HOLLOW METAL UNITS TO BE RIGID, NEAT IN APPEARANCE, 400..04.0209 FAX BE PROTECTED FROM DAMAGE THAT COULD OCCUR BECAUSE OF THIS WORK OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK, FINAL ACCOMPANIED E'A CERTIFICATE OF INSPECTION ISSUED BY AN AND FREE FROM DEFECTS, WARP, OR BUCKLE.ACCURATELY FORM AND CONTRACTORS SHALL PROVIDE PROTECTION FOR EXISTING AREAS AND PAYMENT WILL BE CONTINGENT ON THE COMPLETION OF THESE ITEMS ACCEPTABLE LUMBER GRADING OR INSPECTION AGENCY. PLYWOOD METAL TO FROM SIZES 4 PROFILES.WHEREVER PRACTICABLE, FIT 4 NEW WORK AREAS.ANY DAMAGES DUE TO THIS WORK OR ACCIDENTS SHALL UNDER THE TERMS OF THE CONTRACT. SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSEMBLE UNITS IN THE MANUFACTURER'S PLANT.CLEARLY IDENTIFY BE REPAIRED, REPLACED, OR PATCHED AT THE DISCRETION OF THE CLIENT ASSOCIATION. WORK THAT CANNOT BE PERMANENTLY FACTORY A55EMBLED BEFORE GOS FACILITIES DEPARTMENT.THE CONTRACTOR SHALL BEAR FINANCIAL 42. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS SHALL BE D.NOMINAL LUMB-ER DIMENSIONS SHALL CONFORM TO THE MINIMUM SHIPMENT, TO ASSURE PROPER ASSEMBLY AT PROJECT SITE.WELD 353 GEORGE5 ROAD RESPONSIBILITY FOR SUCH DAMAGE AND ANY WORK UNDERTAKEN TO INDICATED TO SCALE IN CONTRASTING INK ON THE DRAWINGS FOR ALL ESTABLISHED'5Y THE AMERICAN LUMBER STANDARD OF THE U.S. EXPOSED JOINTS CONTINUOUSLY;GRIND, DRE55 4 MAKE SMOOTH, CORRECT IT. RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING SITE UTILITIES DEPARTMENT OF COMMERCE. 41-1 DAYTON, NJ OBBIO AND CONCEALED DEVIATIONS FROM THE DRAWINGS.UPON COMPLETION OF E.REFERENCE 5-ANDARD5: FLUSH t INVISIBLE, METALLIC FILLER TO CONCEAL MANUFACTURING 732.274.9540 Iq. THE CONTRACTOR SHALL EXERCISE GREAT CARE IN PROTECTING ALL THE PROJECT, INCLUDING THE PUNCH LIST, THIS INFORMATION SHALL BE A. PS I-74 l 5.PRODUCT'STANDARD FOR CONSTRUCTION AND DEFECTS IS NOT ACCEPTABLE. MINIMUM IB-GAGE FACE SHEETS. UNLE55 732.274.1372 FAX MATERIALS EXISTING ON THE JOB FROM DAMAGE AND SHALL MAINTAIN TRANSFERRED TO A SET OF SEPIA DRAWINGS PROVIDED DURING THE INDUSTRI.L.PLYWOOD OTHERWISE INDICATED, PROVIDE COUNTERSUNK FLAT PHILLIPS OR PROTECTION FOR ALL TRAFFIC AREAS OF THE BUILDING TO BE USED .BIDDING PORTION OF THE PROJECT.THIS SET SHALL BE CONSPICUOUSLY _ B.)PS 20-7 MERICAN SOFTWOOD LUMBER STANDARD JACK50N HEADS FOR EXPOSED SCREWS 4 BOLTS. ® AN INTERIOR FACILITY PLANNING SERVICE DURING THE EXECUTION OF WORK RELATING TO THIS CONTACT WITH THE MARKED'AS BUILT SET'AND RETURNED TO THE FACILITIES B. PREPARE HOLLOW METAL UNITS TO RECEIVE MORTISED 6 CONGEALED UNDERSTANDING THAT THE CONTRACTOR WILL RECTIFY ANY DAMAGE DEPARTMENT WITH ONE(I)COPY TO THE LANDLORD.THE CLIENT SHALL, 3. LUMBER PRODUCTS+ FINISH HARDWARE, INCLUDING CUTOUTS, DRILLING 4 ATTRIBUTABLE TO HIS OPERATIONS. WITHIN FIFTEEN(16)WORKING DAYS OF THE RECEIPT OF THIS SET, A.SOFTWOOD LUMBER SHALL CONFORM TO PS 20 AND GRADED IN TAPPING IN ACCORDANCE WITH FINAL FINISH HARDWARE SCHEDULE 4 PROJECT NAME: - GRANT APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR OR SHOW ACCORDANCE WITH THE REQUIREMENTS OF AWI;MAXIMUM MOISTURE TEMPLATES PROVIDED BY HARDWARE SUPPLIERS.COMPLY NITH �S-'20. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN AND CAUSE WHY SUCH APPROVAL IS DENIED. CONTENT OF 6%. PAINTED FINISH LUMBER SHALL 8E,PONDEROSA PINE, APPLICABLE REQUIREMENTS OF ANSI AIIS SERIES SPECIFICATIONS IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED. SUGAR PINE, OR NORTHERN WHITE PINE;CUSTOM GADE. FOR DOOR t FRAME PREPARATION FOR HARDWARE. REINFORCE HOLLOW 1471 ITANOUG14 ROAD CARE SHALL BE TAKEN TO ENSURE COMPLIANCE WITH BUILDING 43. IT 15 INTENDED THAT THE GENERAL CONTRACTOR PROVIDE A COMPLETE B.HARDWOOD LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE METAL UNITS TO RECEIVE SURFACE-APPLIED HARDWARE.DRILLING 4 HYANN15, MA 02601-IB62 REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES, OR ORDINANCES JOB AND ANY OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK REQUIREMENT5 OF AWI;MAXIMUM M015TURE CONTENT OF 6X. TAPPING FOR SURFACE-APPLIED FINISH HARDWARE MAY BE DONE AT CONCERNING THE USE OF UNION LABOR. SHALL NOT BE CONSTRUED AS RELIEVING THE GENERAL CONTRACTOR OF RAILINGS, SHELVES, TRIM, EASE, COUNTERS AND ALL ITEMS INDICATED PROJECT SITE,LOCATE FINISH HARDWARE AS SHOWN ON FINAL SHOP SUCH RESPONSIBILITIES AS ARE IMPLIED BY THE SCOPE OF THE WORK AS HARDWOOD 514ALL SPECIFIED ON DETAIL SHEETS. DRAWINGS, OR IF NOT SHOWN, IN ACCORDANCE WITH'RECOMMENDED DRAWING TITLE: 21. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EXCEPT FOR ITEMS SPECIFICALLY NOTED.SHOULD ANY PORTION OF THE LOCATIONS FOR BUILDING'S HARDWARE FOR CUSTOM STEEL DOORS t EVERY RESPECT UNLE55 OTHERWISE NOTED. CONTRACT,DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS, 3.1. LUMBER PRODUCTS 14AROWODD LUMBER SHALL BE GRADED IN ACCORDANCE GENERAL NOTES UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXPEND TO THE WITH THE REQUIREMENTS OF AWI;MAXIMUM MOISTURE CONTENT OF 6X. FRAMES', PUBLISHED BY DOOR AND HARDWARE INSTITUTE. 22. ALL WORK SHALL BE ERECTED ND INSTALLED PLUMB, LEVEL, SQUARE AND REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER RAILINGS, SHELVES TRIM,.BASE, COUNTERS AND ALL ITEMS INDICATED A5 TRUE AND IN PROPER ALIGNMENT. PROVISION OF THE CONTACT UNLE55 IT 13END SHOWN THAT THE CONTRACT HARDWOOD SHALL BE BIRCH FOR STAINED MILLWORK. PROJECT_NO.+ 20p829 NORTH FLOOR NO. DWG. NO. OR THE PROVISIONS THEREOF ARE DEPENDENT UPON THE UNENFORCEABLE DATE+ 07/OI/OB-`- PARTS FOR THEIR MEANING. --" 4. SHEET MATERIALS, _.-___._._ A.DOUGLAS FIR PLYWOOD SHALL BE GRADED IN ACCORDANCE WITH AWL. -----^--.-_._._:___--_-_ -_--__ .'t WITH A CORE MATERIAL THE SAME AS VENEER OF THE FOLLOWING U5F: Ir7O0 1 2 A I o GRADES AND EVENTUAL FINISHES: \'T SF/PP, _-....._ .-L.• r 170 DRAWN BY, ,-..,_._.__-- FCG UBS PROD. NO: 100520 ,.,.p CHECKED 67� U027 SCALE: N/A SHEET: Ola - OF OB l J uss STOCK HOLLOW METAL DOORS - continued DIVISION NINE - FINISHES RESILIENT FLOORING CARPETING - Continued HYANNIS, C'IA55ACHUSETTS 5. DOORS I. WORK INCLUDED: ,- A. BEVEL DESIGN DOORS, LEDGE THICK, SEAMLESS HOLLOW CONSTRUCTION, GYPSUM WALL BOARD SYSTEM - A,PREPARATION OF SUBSTRATE SURFACES. K. INSTALL EDGING STRIPS WHERE CARPET TERMINATES AT OTHER FLOOR COVERINGS.USE FULL LENGTH PIECES ONLY.DUTY TIGHT TO VERTICAL BEVEL BOTH yEL-WO L EDGES I/O IN PROVIDE FILLER OF FILLER B.APPLICATION OF VINYL TILE. - SURFACES. WHERE SPLICING CANNOT BE AVOIDED BUTT ENDS TIGHT BOARD, MINERAL-WOOL BOARD OR OTHER INSULATING MATERIAL I. WORK INCLUDED: C.APPLICATION OF BASE, REDUCER STRIPS AND ACCESSORIES. AND FLUSH.CARPET SHALL BE CEMENTED DIRECTLY L THE NOTCHES SOLIDLY PACKED FULL DOOR FREIGHT TO FILL VOIDS BETWEEN INNER A.REGULAR AND FIRE RATED GYPSUM BOARD FOR WALLS AND CEILINGS, WITH ALL PURPOSE ADHESIVE.A'V"-NOTCHED TROWEL WITH NOTCHES CORE REINFORCING MEMBERS,REINFORCE DOORS WITH 1/Ib°GAGE B.METAL STUD FRAMING FOR THE ATTACHMENT OF GYPSUM BOARD. 2. DELIVER 25 SQUARE FEET OF EACH COLOR AND PATTERN OF FLOOR I/8 DEEP, 1/B"WIDE AND SPACED 1/16°APART SHALL BE USED TO KEY PLAN TUBULAR STEEL FRAMES WELDED W OUTER SHEETS. C.ACOUSTICAL INSULATION AND SEALANT. MATERIAL FOR MAINTENANCE STOCK. SPREAD ADHESIVE. B. PREPARE DOORS TO RECEIVE HARDWARE. D.TAPED AND SANDED JOINT TREATMENT. L.CONTACT CEMENT SHALL BE USED A MINIMUM OF SIX INCHES AT THE 3. VINYL TILE SHALL CONFORM TO FEDERAL SPECIFICATION 55-T-312B(D) PERIMETER OF ALL AREAS AND ON BOTH SIDES SIDES OF ALL CRO55 6. FRAMES: 2. MATERIALS, TYPE IV COMPOSITION I, VINYL COMPOSITION(NON-ASBESTOS)12 INCH BY 12 SEAMS. ALL CARPET AREAS SHALL BE ROLLED WITH A 30 lB.CARPET A. FULL-WELDED UNIT CONSTRUCTION, WITH CORNERS MITERED, A.ACCESSORIES, JOINT TREATMENT MATERIALS, FASTENERS, AND. INCH 1/6 INCH GAGE.TILE SHALL BE AS INDICATED ON THE FINISH PLAN, SHEET ROLLER TO ENSURE PROPER CONTACT OF CARPET TO THE 5UB-FLOOR REINFORCED I6 GAGE FOR OPENINGS UP TO 4'-0°WIDE, 18 GAGE FOR TEXTURED FINISH MATERIALS SHALL BE MANUFACTURED BY OR A-5A. AND TO REMOVE ALL BUBBLES AND BUCKLES. M.FOLLOW ALL SPECIAL LARGER OPEININGS. FRAMES TO BE 2'WIDE UNLESS OTHERWISE NOTED, APPROVED BY THE WALLBOARD MANUFACTURER, SEAMING INSTRUCTIONS OF THE CARPET MANUFACTURER, B. PREPARE FRAMES TO RECEIVE HARDWARE. B.GYPSUM DRYWALL PRODUCTS SHALL BE MANUFACTURED BY ONE OF 4. RUBBER BASE SHALL BE ROPPE RIBBED BACK, 080 INCH GAGE THICK, 7. FINISHES' THE FOLLOWING OR EQUAL, ROUNDED TOP;OR EQUAL; IN THE COLOR INDICATED ON THE FINISH PLAN, 6. CLEANINGS . A.)UNITED STATES GYPSUM COMPANY SHEET A5.ALL BASES SHALL BE FOUR INCHES NIGH UNLESS OTHERWISE NOTED. A.REMOVE ALL LOOSE THREADS WITH SHARP SCISSORS AND CLEAN CARPET A. PRE-CLEAN t SHOP PRIME EACH DOOR t FRAME FOR FINISH PAINTING. B. NATIONAL GYPSUM COMPANY BASE FOR USE WITH RESILIENT FLOORING SHALL BE TOPSET TYPE COVE BASE. WITH A STRONG VACUUM CLEANER. I I 1 (TO BE PERFORMED AT JOB SITE).SEE FINISH PLAN FOR SCHEDULE. C.3 THE FLINTKOTE COMPANY BASE TO BE INSTALLED WHERE CARPET FLOOR FINISH IS INDICATED SHALL BE C.WHERE A PARTICULAR MANUFACTURER'S MODEL NUMBER 15 REFERENCED TOELESS TYPE STRAIGHT BASE ALL BASE SHALL HAVE PREMOLDED INTERIOR B.REMOVE ALL SPOTS OR STAINS'ON CARPETING WITH A SPOT REMOVER APPROVED AND RECOMMENDED BY CARPET MANUFACTURER.ALL f- B. INSTALL HOLLOW METAL DOORS AND DOOR t SIDELIGHT FRAME ASSEMBLIES IT IS USED TO INDICATE A TYPE OR STYLE OF PRODUCT REQUIRED AND AND EXTERIOR CORNERS. CARPETING WHICH HAS SPOTS OR STAINS THAT CANNOT BE REMOVED TO (WHERE APPLICABLE)PLUMB AND SQUARE AND WITH A MAXIMUM DIAGONAL 15 NOT INTENDED TO INDICATE A PREFERENCE NOR LIMIT COMPETITION. THE SATISFACTION OF THE FACILITIES DEPARTMENT SHALL BE REMOVED DISTORTION OF 1/16°.FIT DOORS INTO FRAMES WITH I/B'SPACE AT HEAD AND 5. REDUCER STRIPS SHALL BE PURE VINYL OF THICKNESS AS REQUIRED TO AND REPLACED WITH NEW CARPET. JAMBS, AND 1/2 AT BOTTOM OR A5 REQUIRED FOR SADDLE OR THRESHOLD ON 3. METAL FRAMING MATERIALS, FORM A SMOOTH TRAN51TION BETWEEN FLOOR THICKNESSES. C.THE FACILITIES DEPARTMENT SHALL DETERMINE THE SUITABILITY OF I - SPECIFIC DOORS.PLACE FIRE DOORS WITH CLEARANCES AS SPECIFIED IN NFPA A.STUDS SHALL BE SCREW TYPE CEE-SHAPED 25 GAGE GALVANIZED - STEEL STUDS IN CONFORMANCE WITH ASTM C645 AND INSTALLED IN CARPET SCRAPS FOR FUTURE MAINTENANCE.THE CARPET SCRAPS OF - STANDARD W.ALL HARDWARE REINFORCEMENT IS 12 GAGE, HINGE 6. SUB-FLOOR FILLER SHALL BE WHITE PREMISS LATEX MISSED WITH WATER TO p REINFORCEMENT IS 7 GAGE. CHOSEN FOR SUCH USE SHALL BE REMOVED FROM THE JOB SITE. - CONFORMANCS WITH ASTM C754.AT LEAST TWO(2)HOLES PRODUCE A CEMENTITIOUS PASTE. -ao APPROXIMATELY I-1/2"B7 I-3/4'SHALL BE PUNCHED WITHIN IB°OF EACH _ T ., WOOD DOORS END OF EACH STUD(4 HOLES PER STUD).STUD 51ZES SHALL BE AS 7. PRIMERS AND ADHESIVES SHALL BE WATERPROOF OF TYPES RECOMMENDED PAINTING INDICATED ON DRAWINGS. BY RE51LIENT FLOORING MANUFACTURER FOR SPECIFIC MATERIAL. _ B.RUNNERS SHALL BE SIZE AND GAGE TO MATCH STUDS. _ �� „-F B. SITE CONDITIONS: 1. WORK.INCLUDES PREPARATION OF SURFACES TO RECEIVE FINISHES AND LLL III.���� I, WORK INCLUDED, 4. GYPSUM WALLBOARD A.ENSURE CONCRETE FLOORS ARE DRY(MAXIMUM MOISTURE CONTENT OF FINISHING SURFACES AS INDICATED ON THE FINISH PLAN AX. p .A.STANDARD TYPE WOOD DOORS AS PER THE.CONSTRUCTION PLAN, A.STANDARD GYPSUM BOARD SHALL BE OF THE THICKNESS INDICATED ON SEVEN PERCENT)AND EXHIBIT NEGATIVE ALKALINITY, DUSTING OR INCLUDING THE REWORKING OF EXISTING DOORS IF REQUIRED.NOTE THE DRAWINGS, 48 INCHES WIDE WITH TAPERED EDGES;NMAXIMUM CAREfOJIZATION. 2. LEAVE ON PREMISES, WHERE DIRECTED BY THE FACILITIES DEPARTMENT, REQUIREMENTS FOR FIRE RATED DOORS. PERMISSABLE LENGTH WITH ENDS SQUARE CUT;CONFORf'I LNG TO A5TM B.MAINTAIN.MINIMUM AIR TEMPERATURE OF 70 DEGREES F. (21 DEGREES C.) 10%OR FIVE(5)GALLONS OF EACH COLOR OF PAINT TO BE USED AS D. INSTALLATION OF DOOR.HARDWARE. G96. AT FLOORING INSTALLATION AREA FOR 24 HOURS PRIOR TO, DURING, AND MAINTENANCE STOCK.CONTAINERS ARE,TO BE TIGHTLY SEALED AND CLEARLY ' B.FIRE RATED GYPSUM BOARD SHALL BE UL RATED AND OF THE 24 HOURS AFTER INSTALLATION. LABELED. 2. FLUSH FACED DOORS SHALL BE SOLID CORE, STAVED LUMBER CORE, 1-3/4' THICKNESS INDICATED;MAXIMUM PERM155ABLE LENGTH WITH ENDS C.STORE FLOORING MATERIALS IN AREAS OF INSTALLATION. ALLOW THREE THICK.CORE CONSTRUCTION SHALL CONSIST OF LOW DENSITY WOOD BLOCKS SQUARE CUT, TAPERED EDGES,CONFORMING TO ASTM C36 TYPE X. DAYS FOR MATERIAL TO REACH EQUAL TEMPERATURE AS AREA. 3. DELIVERY, STORAGE, AND HANDLING, BONDED WITH WATER RESISTANT ADHESIVE UNDER HEAT AND PRESSURE AND A. DELIVER PAINT MATERIALS IN SEALED ORIGINAL LABELED CONTAINERS, �;^�N AREA OF WORK FITTED WITH I-I/8°TOP AND BOTTOM RAILS AND 3/4'SIDE RAILS.HARDWOOD 5. ACCESSORIES: 9. INSTALLATION, ` A,GYPSUM WALLBOARD ACCESSORIES TO BE IN ACCORDANCE WITH GA216. A.OPEN FLOOR TILE CARTON, ENOUGH TO COVER EACH AREA, AND MIX DEA121NC'MANUFACTURER'S NAME, TYPE OF PAINT, BRAND NAME, COLOR CROSS BANDS AND FACE VENEER SHALL BE BONDED TO THE CORE WITH DESIGNATION AND INSTRUCTIONS FOR MIXING AND/OR REDUCING. EXTERIOR RESIN RESIN GLUE_.THE FACE VENEER SHALL BE PREMIUM GRADE IN B.CORNER BEADS SHALL BE 1-1/8'BT 1-1/8'GALVANIZED STEEL WITH TILE TO ENSURE THAT SHADE VARIATIONS DO NOT OCCUR WITHIN ANY B.PROVIDE ADEQUATE STORAGE FACILITIES.STORE PAINT MATERIALS AT ACCORDANCE M WITH AWI AND EN THE SPECIES INDICATED IN THE DRAWINGS. PERFORATED FLANGES FOR'ALL'OUTSIDE CORNERS SUITABLE FOR ONE AREA, MINIMUM AMBIENT TEMPERATURE OF 45 DEGREES F. (7 DEGREES C.)IN RAILS SHALL MATCH FACE VENEER. FINISHING WITH JOINT COMPOUND. B. CLEAN SUBSTRATE.SPREAD CEMENT EVENLY IN QUANTITY A WELL VENTILATED AREA. NO: BY REVISION DESCRIPTION- DATE 3. FABRICATION, C. EDGE TRIM OR'CASING'BEAD SHALL BE"LC'TYPE BEAD OR US RECOMMENDED BY MANUFACTURER TO ENSURE ADHESION OVER ENTIRE C.PRECAUTIONS SHALL BE TAKEN TO PREVENT FIRE HAZARDS AND THE GYPSUM NO.200-A GALVANIZED 5TEEL, SIZES AS REQUIRED FOR AREA OF THE INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO POSSIBILITY OF SPONTANEOUS COMBUSTION. A.FABRICATE DOORS IN ACCORDANCE WITH THE REQUIREMENTS OF THE GYPSUM BOARD THICKNESS. FOR U5E WHERE WALLBOARD BUTTS PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET. B. 'QUALITY STANDARDS'. D RDS'. DISSIMILAR MATERIALS AND WHERE H EXPOSED COMPOUND. N WALLBOARD C.SET FLOORING IN PLACE, PRESSING WITH HEAVY ROLLER TO ENSURE 4. PROTECTION, -_.-_-. B.BEVEL STRIKE EDGE OF SINGLE ACTING DOORS I/8°IN 2'. OCCURS SUITABLE FOR FINISHING WITH JOINT COMPOUND. FULL ADHESION. A.ADEQUATELY PROTECT OTHER SURFACES FROM PAINT AND DAMAGE. _ __-_-__--__ , C.PREPARE DOORS TO RECEIVE HARDWARE. D.TAPE SHALL BE STANDARD REINFORCED TAPE FOR ALL GYPSUM BOARD D.LAY FLOORING WITH JOINTS AND SEAMS PARALLEL TO BUILDING OR ---T-----I----___.____._._. .. �_--_ WALL LINES TO PRODUCE SYMMETRICAL TILE PATTERNS. REPAIR DAMAGE CAUSED A5 A RESULT OF INADEQUATE OR I APPLICATIONS AS RECOMMENDED B7 THE WALLBOARD MANUFACTURER. UNSUITABLE PROTECTION. ""-" ""---"-'--"--'----'-'-----''-- 4. INSTALL WOOD OWR5 PLUMB AND SQUARE AND WITH A MAXIMUM DIAGONAL E.JOINT COMPOUND SHALL BE READY MIX TYPE AS RECOMMENDED BY THE E.INSTALL WITH MINIMUM TILE WIDTH OF 1/2 FULL SIZE AT ROOMSUFFICIENTT _ ' OR - B FURNISH D CLOTHS SHIELDS AND P OTECTIVE DISTORTION OF I/I6.FIT DOORS INTO FRAMES WITH I/8'SPACE AT HEAD AND WALLBOARD MANUFACTURER. AREA PERIMETER.ALTERNATE ANY PATTERN GRAIN BETWEEN DROP R fi EQUIPMENT TO PREVENT SPRAY OR DROPPIIJG5 FROM FOULING JAMBS AND 1/2"AT BOTTOM OR AS REQUIRED FOR SADDLE OR THRESHOLD ON F.WATER SHALL BE CLEAN, FRESH AND SUITABLE FOR CONSUMPTION. ADJACENT TILES TO PRODUCE A BASKET WEAVE PATTERN. SURFACES NOT BEING PAINTED AND IN PARTICULAR SURFACES WITHIN ` -` - - -"-----' SPECIFIC DOORS. G.ACOUSTICAL SEALANT SHALL BE ONE PART ACRYLIC LATE%SEALANT F.TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENING STORAGE AND PREPARATION AREA. --' f"---"'---""--'--- (NON-SAG)CONFORMING WITH ASTM C034. INHERE ADJACENT FLOOR FINISH T DISSIMILAR. C.PLACE COTTON WASTE, CLOTHS AND MATERIAL WHICH MAY CONSTITUTE --.-_-} ..._.____...__-._.._.-_..-__..__....__..__.__-___..�_-_-.-_ H.ACOUSTICAL INSULATION AND INSULATION IN FIRE RATED PARTITIONS G.INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE A FIRE HAZARD IN CLOSED METAL CONTAINERS AND REPROVE DAILY 1 _ FINISH HARDWARE SHALL BE PRE-FORMED MINERAL WOOL CONFORMING TO FEDERAL FLOORING G TERMINATES. FROM THE SITE. _I SPECIFICATION HH-I-SOE;FRICTION FIT H.SCRIBE FLOORING TO WALLS, CABINETS, AND OTHER APPURTENANCES TO D.REMOVE ELECTRICAL PLATES, SURFACE HARDWARE, FITTINGS AND -' '----'-'--'-----'----'---------------------- WI OUT INTEGRAL PRODUCE TIGHT JOINTS. f I .- BARRIER;THICKNESS AS INDICATED ON DRAWINGS. FASTENERS, PRIOR TO PAINTING OPERATIONS.THESE ITEMS ARE TO BE I. FURNISH ALLMATERIALS AND TECHNICAL SERVICES REQUIRED FORA CAREFULLY STORED, CLEANED AND REPLACED ON COMPLETION OF THE COMPLETE INSTALLATION OF FINISH HARDWARE AS SHOWN M THE DRAWINGS 6. SCREWS FOR ATTACHMENT A GYPSUM BOARD'TO LIGHT GAGE STEEL 10. BASE INSTALLATION: ---1'--'' "-'-----'---'--- ------L--•---- ' WORK IN EACH AREA. DO NOT CLEAN HARDWARE WITH SOLVENTS THAT 1 I AND AS AS SPECIFIED HEREIN. HARDWARE SPECIFIED FOR ITEMS SPECIFIED UNDER STUDS AND METAL"FURRING SHALL S TYPE S SELF DRILLING PHILLIPS HEAD A.FIT JOINTS TIGHT AND VERTICAL HAINTAiN MINIMUM MEASUREMENT OF MAY REMOVE PERMANENT LACQUER FINISH. ----=--'-+--------''----"-'---------------- ---- ----- OTHER SECTIONS ARE NOT CONSIDERED AS PART OF THE FNISH HARDWARE DRYWALL SCREWS CONFORMING TO ASTM C646. IS INCHES BETWEEN JOINTS. UNLESS SPECIFICALLY MENTIONED. B.USE PREMOLDED SECTIONS FOR EXTERNAL AND INTERNAL CORNERS AND 5. ACCEPTABLE MANUFACTURERS SHALL BE EQUAL TO BENJAMIN MOORE, j 7. INSTALL GYPSUM BOARD IN ACCORDANCE WITH RECOMMENDATIONS OF EXPOSED ENDS. CALIFORNIA, PRATT AND LAMBERT, GLIDDEN COATINGS AND RESINS, OR 2. SUBMIT A COMPLETE DETAILED HARDWARE SCHEDULE SUFFICIENTLY IN GA-216, AND THE MANUFACTURER'S PRINTED INSTRUCTIONS,ALL FIRE RATED G.SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. THEMEC COMPANY, INC. - -- - -- --}-- - ADVANCE VI W AMID PROPER PREPARATION AND COORDINATION OF OTHER PARTITIONS SHALL CONFORM TO THE REQUIREMENTS FOR THE FIRE RATED D. INSTALL BASE ON SOLID BACKING. ADHERE TIGHTLY TO WALL AND __-•....___r___..-__._.._--_.._._..___.__---._..__.____-_._I-_ ._ W REVIEW AND ACCEPTANCE BY X THE FACILITIES DEPARTMENT DOES NOT DESIGNS AND HOURLY RATINGS INDICATED ON THE DRAWINGS FLOOR SURFACES. 6. PREPARATION OF SURFACES: RELIEVE THE CONTRACTOR OF HIS EIFIED.VE RESPONSIBILITY TO FULFILL THE A.REMOVE CONTAMINATION FROM GYPSUM WALLBOARD SURFACES AND REQUIREMENTS AS SHOWN AND SPECIFIED. WHEREVER NEEDED FURNISH B. PLACE CORNER BEADS AT EMERNAL CORNERS USING THE LONGEST PRIME TO SHOW DEFECTS, IF ANY. PAINT AFTER DEFECTS HAVE BEEN ---I -'-`----''-------' ---------------4--------- TEMPLATES TO.FABRICATORS OF OTHER WORK WHICH 15 TO RECEIVE FINISH PRACTICAL LENGTHS. PLACE EDGE TRIM WHERE GYPSUM BOARD BUTTS CARPETING REMEDIED. _._._T f__... ..__ .. HARDWARE. AGAINST A DISSIMILAR MATERIAL ES TERMINATES WITH AN EXPOSED EDGE. B. SAND AND SCRAPE SHOP PRIMED STEEL SURFACES TO REMOVE LOOSE __ __ USE SCREWS TO ATTACH ALL ACCESSORIES. - PRIMER AND RUST.FEATHER CUT EDGES TO MAKE TOUCH-UP PATCHES -'- ";'-' -'-""- +-------- 3. QJALITY ASSURANCE I. WORK INCLUDES CARPETING ON FLOOR SURFACES WHERE INDICATED USING A INCONSPICUOUS.CLEAN SURFACES WITH SOLVENT. PRIME BARE STEEL - --------...... - ------------- - ------------ __ 4.:4CCEPTABILI7Y O I F SUBSTITUTE-ITEMS SHALL E IN L S DETERMINED BY THE _9. TAPING AND FINISH( DIRECT CEMENT N METHOD __ _____ __ _ _ _FINISHING SHALL BE PERFORMED USING PROPER HAND TOOLS DOWN ET OD WITHOUT UNDERLAY PADDING AND EDGE STRIPS SURFACES. � -__ .. - _ _ .. ..__- -- - FACILITIES DEPARTMENT ON THE BASIS OF DESIGN, MATERIAL, AND SUCH AS BROAD KNIVES AND TROWELS WITH STRAIGHT AND TRUE EDGES WHERE CARPETING TERMINATES AT OTHER FLOOR FINISHES. + --' -' ----- --'-- - _ G. WIPE OFF DUST ANO GRIT FROM MISCELLANEOUS WAD ITEMS AND_ FINISH. MECHANICAL TOOLS DESIGNED FOR THIS PURPOSE. USE THREE CHATS OVER -_- B. PROVIDE HARDWARE FOR FIRE RATED OPENINGS IN ACCORDANCE WITH TAPE, FASTENERS AND TRIM SANDING BETWEEN COATS FOR A FLAT AND 2. CARPET SHALL BE AS NOTED ON FLOOR FINISH PLAN, SHEET A5.CARPETS MILLWORK PRIOR TO PRIMING.SPOT COAT KNOTS PITCH STREAKS AND I SAPPY SECTIONS WITH SEALER. FILL NAIL HOLES AND CRACKS AFTER -� STANDARD NO.80 OF THE NATIONAL FIRE PROTECTION ASSOCIATION SMOOTH FINAL FINISH. AND GLUE TO BE SUPPLIED BY THE CLIENT, UNLESS AND OTHERWISE NOTED ON PRIMER HAS DRIED AND SAND BETWEEN COATS.BACK PRIME INTERIOR -i...-...__.__. AND WHICH HAS BEEN UL TESTED FOR THE TYPES AND SIZES OF THE FINISH PLAN. AND EXTERIOR WOODWORK. �OI FCG ISSUED FOR PERMIT OB/OI/08 DOORS REQUIRED. C.MANUFACTURER HARDWARE TO CONFORM WITH PUBLISHED TEMPLATES, ACOUSTICAL TREATMENT 3. ACCESSORIES' 7. APPLICATION: NO. BY ISSUED TO DATE .. GENERALL-7 PREPARED FOR MACHINE SCREW INSTALLATION. A.ADHESIVES SHALL BE NON-FLAMMABLE TYPE AS RECOMMENDED BT THE A.APPLY EACH CHAT AT PROPER CONSISTENCY.C. THE HARDWARE SUPPLIER SHALL BE A RECOGNIZED RUIN THE CARPET MANUFACTURER TO SUIT APPLI-ATIfX-1 AND EXPECTED SERVICE. B.SAND LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH. HARDWARE SUPPLIER WHO HAS,FURNISHED HARDWARE IN THE I. WORK INCLUDES THE COORDINATION OF THE'SUSPENDED ACOUSTICAL B.EWE STRIPS SHALL BE EQUAL TO'SNAP-DOWN STANDARD EDGE' C. DO NOT APPLY FINISHES ON INSUFFICIENTLY DRY SURFACES. PROJECT'S VICINITY FOR A PERIOD'OF NOT LESS THAN TWO(2) CEILING. - (STOCK NO.33B)FOR DIRECT CEMENT-DOWN CARPET AS D.WHERE CLEAR FINISHES ARE REQUIRED ENSURE THAT TINT FILLERS YEARS, AND WHO I5,OR EMPLOYS, AN EXPERIENCED, CERTIFIED MANUFACTURED BY MERGER PLASTICS COMPANY INC. MATCH WOOD-WORK FILLERS WELL INTO THE GRAIN BEFORE SET, (AHC) AND HARDWARE CONSULTANT. 2. FURNISH ACOUSTICAL CEILING TILES FOR MAINTENANCE PURPOSES, A C.TAPE FOR SEAMING CARPET SHALL BE PIN TAPE AND TAPE FOR WIPE EXCESS FROM THE SURFACES. QUANTITY EQUAL TO ONE PACKAGE OF TYPE AND SIZE SPECIFIED.MAINTENANCE SEAMING CARPET CUSHION SHALL BE CLOTH PAD TAPE. E.BACK PRIME INTERIOR WOODWORK WHICH IS TO RECEIVE PAINT OR 4. COORDINATE HARDWARE WITH OTHER WORK.TAG EACH ITEM OR PACKAGE MATERIALS SHALL BE DELIVERED IN MANUFACTURER'S ORIGINAL UNOPENED ENAMEL FINISH WITH ENAMEL UNDERCOAT PAINT. SEPARATELY, WITH IDENTIFICATION RELATED TO THE-FINAL HARDWARE CARTONS WITH LABELS INTACT AND LABELED AS 'MAINTENANCE STOCK'. 4. PREPARATION: SCHEDULE, AND INCLUDE BASIC INSTALLATION INSTRUCTIONS IN THE PACKAGE. SUCH MATERIALS SHALL BE STORED WHERE DIRECTED BY THE FACILITIES A.CLEAN FLOORS OF DUST, DIRT SOLVENTS, OIL, GREASE, PAINT 8. REMOVE GRILLES COVERS AND ACCESS PANELS FOR MECHANICAL AND - DEPARTMENT. PLASTER AND OTHER 5UBSTAFSCES WHICH WOULD BE DETRIMENTAL ELECTRICAL SYSTEM FROM LOCATION AND PAINT SEPARATELY IF PAINT FINISH - 5. FURNISH A COMPLETE SET OF SPECIALIZED TOOLS AS NEEDED FOR THE TO THE PROPER PERFORMANCE OF ADHESIVE AND CARPET. ALLOW 15 REQUIRED. IF SUCH'FINISH 15 NOT REQUIRED STORE IN A PROTECTED AREA CONTINUED,4DJUSTMENT, MAINTENANCE, REMOVAL, AND REPLACEMENT OF 3.- MATERIALS, - FLOORS TO THOROUGHLY DRY. UNTIL PAINTING OPERATIONS ARE COMPLETE. REPLACE TO ORIGINAL LOCATIONS WIRDWARE.' A.ACOUSTICAL TILES SHALL BE AS INDICATED ON THE REFLECTED CEILING B.ENSURE THAT CONCRETE FLOORS ARE FREE FROM SCALING AND WHEN SURFACES ARE SUFFICIENTLY DRIED. PLAN. IRREGULARITIES AND EXHIBIT NEUTRALITY RELATIVE TO ACIDITY AND b..HARDWARE SUPPLIER SHALL LABEL EACH CARTON OR CONTAINER TO B.SUSPENDED CEILING SYSTEMS SHALL BE AS INDICATED ON THE ALKALINITY. 9. CLEANING, ` IDENTIFY CLEARLY THE HARDWARE GROUP, DOOR NUMBER, DOOR LOCATION, REFLECTED CEILING PLAN. C.REMOVE SUB-FLOOR RIDGES AND BUMPS.FILL LOW SPOTS, CRACKS AND A.AS WORK PROCEEDS AND UPON COMPLETION PROMPTLY REMOVE PAINT DAVID A.UDKOW PRODUCT NUMBER,'AND HANDEDNESS OF DOOR. C.PERIMETER MOLDING SHALL BE.025 INCH THICK STEEL WITH I6°BOTTOM JOINTS, HOLES AND OTHER DEFECTS WITH SUB-FLOOR FILLER. LEVEL WHERE SPILLED,SPLASHED OR SPATTERED. LEG HAVING HEMMED EDGES FOR STIFFNESS AND APPEARANCE. TO MAXIMUM VARIATION OF I/B INCH IN 10 FEET. B.DURING PROGRESS OF WORK KEEP PREMISES FREE FROM ARCHITECT ' 7. KEY ALL LOCKS,TO BUILDING MASTER. D.EXPOSED PORTIONS SHALL BE WHITE TO MATCH CEILING TILES UNLESS ANY UNNECE55ARY ACCUMULATIONS OF TOOLS, EQUIPMENT, SURPLUS ■ E0. OTHERWISE NOTED. S. INSTALLATION' MATERIALS AND DEBRIS. B. PROVIDE KEYS OF NICKEL SILVER ONLY. E.HANGER WIRE5 SHALL BE GALVANIZED CARBON STEEL ASTM A641 SOFT, A.LAY OUT ROLLS OF CARPET FULL FOR THE APPROVAL OF THE C.UPON COMPLETION OF WORK LEAVE PREMISES NEAT AND CLEAN TO THE ■ TEMPER, PRESTRETCHED, YEILD STRESS LOAD OF AT LEAST THREE FACILITIES DEPARTMENT. SATISFACTION OF THE FACILITIES DEPARTMENT. C 9. FURNISH TWO(2)COPIES OF WRITTEN WARRANTIES AGAINST FAILURE OF TIMES DESIGN LOAD BUT NOT LESS THAN 12 GAGE. 8.CHECK MATCHING OF CARPET BEFORE CUTTING AND ENSURE THERE IS IIBBI NORTH 113th WAY - N0.513Q CC AN HARDWARE PART FOR TWO(2)TEARS AND AGAINST MECHANICAL FAILURE F.USE APPLICABLE TYPE HANGER ATTACHMENTS ADAPTABLE TO THE NO VISIBLE VARIATION BETWEEN DYE LOTS. 10. ALL MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH THE ■ SCOTTSDAL:, AZ 85258 o S ib4ak, y c OF DOOR CLOSERS FOR FIVE(5)YEARS. OVERHEAD STRUCTURE, C.WHERE REQUIRED GUT CARPET IN A MANNER THAT ALLOWS PROPER MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. �1 44.. SEAM AND PATTERN MATCH. ENSURE CUTS ARE STRIGHT, TRUE, AND 480.614.3385 GLASS $ GLAZING 4, COORDINATE ACOUSTICAL CEILING WORK WITH THE LANDLORD OTHER UNFRAMED. 11. MISC.HOLLOW METAL AND PAINTED WOOD MOLDING SHALL BE PAINTED ® 4 0:614.020q FAX ��OF 0N9 TRADES,READJUST CEILING SUSPENSION AFTER INSTALLATION OF MECHANICAL D.WHERE POSSIBLE AND PRACTICAL LOCATE SEAMS IN AREAS OF LEAST SAME COLOR AS WALLS TIN SEMI-GLO55)U.O.N. AND ELECTRICAL EQUIPMENT AND FIXTURES By THE REPRESENTATIVE TRADES. AMOUNT OF TRAFFIC. PERPENDICULAR SEAMS AT DOORWAYS ARE NOT PROVIDE EDGE TRIM AS REQUIRED AT MECHANICAL OR ELECTRICAL WORK. PERMITTED. 12. ALL WALLS TO BE PAINTED IN EGG SHELL FINISH(U.O,N.) L WORK INCLUDES GLASS AND GLAZING A9 SHOWN ON THE DRAWINGS AND E.JOIN SEAMS IN RECOMMENDED MANNER AND 50 AS NOT TO DETRACT 5 AFTER INSTALLATION ALL CEILINGS SHAL ® INCLUDES GLAZING.PLASTICS AS NEEDED. S. L BE THOROUGHLY CLEANED AND FROM THE APPEARANCE OF THE CARPET INSTALLATION AND DECREASE (SOS LEFT FREE FROM ALL DEFECTS.UNITS WHICH ARE DAMAGED OR IMPROPERLY ITS LIFE EXPECTANCY. ENSURE THAT 5EAM5 ARE STRAIGHT, NOT 353 GEORGES ROAD 2. SUBMIT TWO(2)51X INCH(6")SQUARE SAMPLES TO THE FACILITIES APPLIED SHALL BE REMOVED AND REPLACED. OVERLAPPED OR PEAKED, AND FREE OF GAPS. DAY NJ NJ ROAD DEPARTMENT.SAMPLES WILL BE REVIEWED FOR APPEARANCE,ONLY. F.ALL SALVAGE EDGES MUST BE REMOVED. ALL CUTS MUST HE MADE AT 732.274.q NJ BBIO 6. AFTER ALIGNING SUSPENSION MEMBERS TO TRUE PLANE SET ACOUSTICAL AN ANGLE OF 15 DEGREES WITH SURFACE YARNS EXTENDING OUTWARDS ❑ 732.274.g54 F,AX 3. ALL WORK SHALL CONFORM TO THE FLAT GLASS MARKETING ASSOCIATION PANELS INTO POSITION IN ACCORDANCE WITH THE MANUFACTURER'S OVER BALKING MATERIAL. GLAZING MANUAL°AND"SEALANT MANUAL°. RECOMMENDATIONS. INSTALL ACOUSTICAL PANELS FLUSH AND LEVEL, WITH ALL G.A BEAD OF NON-FLAMMABLE LATEX CARPET SEAM ADHESIVE SHALL BE '- JOINTS IN ALIGNMENT.MAINTAIN DIRECTION OF PATTERN IN ANY SINGLE ROOM APPLIED TO ALL CUT EDGES BEFORE SEAMS ARE MADE. ® AN INTERIOR FACILITY PLANNING SERVICE 4. THE GLAZIER SHALL NAVE HAD FIVE(6)YEARS OR MORE OF SUCCESSFUL OR AREA.MAINTAIN DIRECTION OF MILL RUN CONTINUOUSLY OVER ENTIRE Y H,SEWN SEAMS SHALL BE IMADE'U51MG NO.18 WAXED LINEN DOUBLE EXPERIENCE IN GLAZING WORK SIMILAR IN(NATURE TO THE REQUIRED WORK. CEILING AREA WITH EQUAL WIDTH BORDERS ALONG OPPOSITE WALLS., _ ' THREAD AND PROPER CARPET STITCHES. TAPE SEAMS SHALL BE MADE PROJECT NAME: 5. GLAZING ACCESSORIES, USING PIN TAPE AND NON-FLAMMABLE LATEX CARPET SEAM ADHESIVE. ' 7 ros 7. AFTER LIGHTING FIXTURE5 ANDMECHANICAL ITEMS HAVE BEEN INSTALLED TAPE MUSY SECURE SEAMS MECHANICALLY WITH PINS A5 WELL AS - V1J A. SETTING BLOCKS SHALL BE NEOPRENE WITH AN BO TO 90 SHORE A THE CEILING SYSTEMS SHALL BE ADJUSTED IF REQUIRED TO BRING FINISH CHEMICALLY WITH ADHESIVE. TAPED SEAMS SHALL BE PRESSED TO DUROMETER HARDNESS, NOT LE55 THAN 4° IN LENGTH AND I/4"THICK. CEILING TO A LEVEL WITH A MAXIMUM DEFLECTION OF NOT MORE THAN 1/36OTH PRODUCE HEST POSSIBLE EVEN TOP PILE AND PROTECTED UNTIL 1471 ITANOUG44 ROAD B. EDGE BLOCKS SHALL BE NEOPRENE WITH A 60 TO 70 SHORE A OF THE HANGER SPACING. ENTIRE CEILING SHALL BE FLAT AND LEVEL TO ADHESIVE HA5 SET A MINIMUM OF EIGHT HOURS. HYANNIS, MA 02601-1862 DUROIETER HARDNESS NOT LESS THAN 4° IN LENGTH AND I/B"THICK. WITHIN 1/8'IN 10 FEET. - I,LAY CARPET ON FLOORS WITH THE RUN OF THE PILE IN THE SAME C.PRE SHIMMED TAPE SHALL BE FORMULATED FROM 100 PERCENT SOLIDS, - DIRECTION AS ANTICIPATED TRAFFIC. COMBINING BUTYL RUBBER AND POL7150BUTYLENE, WITH A 45 TO 55 J.DO NOT CHANGE RUN OF PILE IN ANY ONE ROOM OR FROM ONE ROOT DRAWING TITLE, SHORE A DUROMETER HARDNESS CONTINUOUS SHIM.SIZE AND TO THE NEXT. THICKNESS SHALL BE AS REQUIRED FOR THE THICKNE5 OF GLASS BEING INSTALLED. D. LATERAL SHIMS SHALL BE A CONTINUOUS N GENERAL NOTES T NEOPRENE SPACER SHIM WITH PROJECT NO., 20082q �ORTH FLOOR NO. DWG. NO. A 40 TO 60 SNORE A OUROMLTER HARDNESS. _.._._E.CAP BEAD SHALL BE A CURING TYPE,GUN GRADE, TWO PART, NON-SAGDATE, ` l,POLYURETHANE OR POL75ULFIDE SEALANT. AlIJ .SF/PP, - 170 .__...._ DRAWN BY, FCG UBS PROJ. NO, 100520 DAU WIRE CODE, U027 SCALE, N/A SHEET=_6 lb OF OB i� FURNITURE PLAN SCALE: I/B"=1'-0" FURNITURE LEGEND DEMOLITION PLAN LEGEND OFFICE ' SYMBOL DESCRIPTION ree.Y+•Da. T23ROOB L,a,e by ues w/oo/oT 1 0 EXISTING DRYWALL TO REMAIN �A ____________________240____________, ProleR named,. 100520 1L1J Brand:Loop Hy H u alsco wl.e cod.: UO27 EX15TING PARTITIONS TO BE DEMOLISHED ' � ® Fbot/Sutte; la)1 NAND p RD S _ -- ,.y _ CRY.Sta to ZINYANNES MA 2 0 Bu1101n........ r ® fi ® Bren<n M r Pnone Number _ eanmPnen. arnt.d: cos HYANNIS, I IASSAGHUSETTS ` en° ^'• I FURNITURE DEALER TO - i COORDINATE FURNITURE AREA OF WORK CUT OUTS ON SITE. 'm'�tocNA CNERRYE�ES WEP HARDWARE/KNIFE WOE P--E A-' EMO 10 AN O S KEY PLAN ® 11 CORRIDOR N� i • TA6 MODEL D]MENSMNs pTY . II t'oFFICE � wteYN Hemlp I. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS : mem x�' ✓ ,,_ _O��N 11,______ 241-__---�_ FA-1> AREA FA-le 2� dw. AS SHOWN O TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS _ - _ --- AS SHOWN OR NOTED ON ARCHITECT'S DRAWINGS. FA-13 ® T V- 242 ' - De.k.a.,IDraz•.at� 2. THE GENERAL CONTRACTOR SHALL SUBMIT A PROPOSAL BASED ON --( �.:P :f •-t EXECUTING ALL WORK WITHIN THE BUILDING REGULATIONS FOR CJ LJ p - Pa-R 5119le paeash Deak 530 BWI 3z 6a ze]p DEMOLITION AND REMOVAL OF DEBRIS. i OPERATIONS 3 -_w,.1 y,_- FA-14 y„ 0.lgnI nand otum 53K35a2WS5RRW i9 q2 1a 3/9 - A AREA 533Y3a1BPUfAV ❑ _ �' csA-3 oFFKE Kzzlernw 3. THE GENERAL CONTRACTOR SHALL A7 ALL TIMES, PROTECT THE �� r-•-- :--y, CONF ••- 243 PROPERTY OF THE LANDLORD AND CLIENT, INCLUDING BUT NOT LIMITED •`�--z �"�^ '•"`�- RECEPTION 1 244 'P CSA_1 ® ® 249 P3•L SMgHped-.r..•k 5310266DNLBWI 3S as ze]/a TO, WINDOWS, FLOOR AND CEILING TILE, PUBLIC TOILETS, ELEVATORS, ` F3 ^FURNITURE LeM1^°red return 53105exWS5RLW zs qz zo]/4 DOORS, DOOR BUCKS, ELECTRICAL ITEMS AIR CONDITIONING EQUIPMENT 07 ' ® p"'O ® I�I G m tt DEALER To - 5310-PSSAV --- - AND CONVECTOR ENCLOSURES, ETC. i 3.d+'S COORDINATE 93K221etDw 2 I J. 5 L`1 FURNITURE CUT - 4. THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY _ . I�WO I OUTS ON SITE. _ DSRewNpAB-name LIGHTING THROUGHOUT THE SPACE UNDER CONSTRUCTION, IF REQUIRED. M-mm P Sipgk pe aftaId 53K33660RF(fiNl 33 66 28]/4' 3-p 1��_,•'6 - OFFICE nanE return 5]IOS.BWSS0.L x5 4B xB 3/ -- -- ® !-L d 83k .. ' <-.,--1��-------- - -- s3KzalepuFfwW 5. ALL LIGHTING FIXTURES DOORS, DOOR BUCKS, HARDWARE PLUMBING - I LeR 1• ' KoRRIDoR 24B 53%zzlacow FIXTURES, PIPES, SWITCHES AND OTHER ITEMS WHICH ARE NOT TO BE I N FA-15 REUSED BY THE CLIENT IN THE NEW CONSTRUCTION, AND ARE 245 SALVAGEABLE, SHALL BE RETURNED TO THE LANDLORD UPON REQUEST. ALL ITEMS NOT BEING REUSED OR RETURNED TO THE LANDLORD SHALL. _-__--__ --- BE REMOVED FROM THE PREMISES, IF NOT REQUIRED BY LANDLORD, 5A R P3-R SInplD pedestal seek 53K3266O1FBw1 32 86 ze3/° REMOVE AS REQUIRED. 246 , worksarnn rant n.nd s3Xzsaewssew is 4a LEVATO -,� R enlne o-.aenxe 53K2a36LFMZW(S) ss 96 ze 3a G. THE GENERAL CONTRACTOR SHALL REMOVE ALL 5WITCH BOXES, PLATE5, E HAFT MACH. 204 cSA -' mmon won.amo. 6310696WSSw BRIDGES AND OTHER TELEPHONE COMMUNICATIONS OR ELECTRICAL AR Q HAFT ROOM I. A-I 5310a1BSESM �� WIRING If01-BEING REUSED. s]K:zlecow N - AREA OF WORK -y P2•l Single pe0atel0a.k 53K3268DRFBWI 32 66 ze3/a -- 7. THE GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR t �.� ® •,O Work1--fthIld 53KzsafiwssM zs as FINISHES INCLUDING BUT NOT LIMITED TO CARPET, BASE, CERAMIC 4 1' _ ® I (OFFICE Lateral me Deaenx. 53K2136LfM2W(2) T zs 96 ze]/a z I VC FLOOR, ETC. UNLESS OT14ERN15E NOTED. FLOORS TO BE PATCHED .� na 247 a<ow.nn woa.an.n S-11 W55W AND REPAIRED AS REQUIRED. ' s3Kz41:1- I NO. BT REVISION DESCRIPTION s3Kzzlecow B. IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, __DATE TACKLESS, PARTITIONS, ETC.)CAUSES AN UNEVENNESS IN 5LAB.THE ( Pa-R Singk Detl!•Uldeak 53K3Sfifi0LFBW] 3z as za3/° CONTRACTOR SHALL PATCH AND LEVEL THE SLAB TO RECEIVE NEW �- i WorAsuM Xgbtnend 53QS48WSSM S5 19 ... -J. .._ - ® ® 1 single(11.111*1111, 53K2<311.1- zs 11 ie3/4 FINISHED FLOORING. -- ' FURNITURE DEALER ro 53X243BSESLw 9. THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH -- --1 ---r------- _ '-'- - - --- -� ---- - "' COORDINATE FURNITURE S3K2218COW 1 SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/TELEPHONE --- ----I-------------------------------------:------- CUT OUTS ON SITE. enT, "'" OUTLETS AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ........_;_... .__;.._..__:._.______..-..:___-_-__.--..__....._.____._ __,_-.___ I, ABANDONED. 10. ALL ELECTRICAL AND TELE COMMUNICATIONS WIRING SHALL BE REMOVED -"- T ""-'- v-10 Two drawer,o111 zs 36 2B 31. BY GENERAL CONTRACTOR TO PERMIT INSTALLATION OF NEW OUTLETS - '- ----' '-"---"'- '---1 ----- vlansLffz 1 OR RELOCATED OUTLETS FOR REUSE. WALLS ARE TO BE PATCHED - �-- --- - v-a Two......,°e nie>z Qedan:, - zs n ze3/. SMOOTH FOR NEW WALL FINISH. ! i..____.-_____.__-__.-____._.__.._.__.__._.-_._-._ s3K:.361fn:.,(z) I___._._.I . s3Kzs>2wssw 3 II. ALL DOORS 4 FRAMES ARE TO BE.RETURNED TO THE LANDLORD FOR 1 -T -' _--_.,._.___.�_-.-_......._.._._____ .___.__.__.._._._-_-._._.__._.._..a-_..__- - � �, -•„•, - FUTURE REUSE. _ I 12. REFER TO DRAWING Al.4 Alb FOR GENERAL NOTES. I ; or-a.a-Pound op wren q.•..•e 49 Dkmeter x9 13. REMOVE ALL EXISTING FINISHES (FLOOR, WALL 4 CEILING) THAT ARE + DEMOLITION PLAN -1_ 63K.aRDW NOT REQUIRED BY NEW INSTALLATION. REMOVE ALL SURFACE MOUNTED I r ; SCALE: 1/B11-I O11 cesznfic.v z MATERIALS AND'REPAIR WALLS 4 FLOORS AS REQUIRED. GENERAL -'- CONTRACTOR TO ASSESS EXTENT OF REPAIR 4 PROVIDE BEST SOLUTION - -'�' ---- - `-- --- -F FOR REPAIR DURING WALK THRU PRIOR TO SUBMITTAL OF COST5. -- 1 - -- -- ----- _ pT3B10338R-tabewlM(2)15-bases 36 >z. zs 14. GENERAL CONTRACTOR TO REMOVE WINDOW BLINDS. -_ (_ _ _._ __ .,-- I !' pMXty tepetoD(w In at oul br.v p•ne11 iiil--- -- --- . efisz7 z one ss.-M b.•eone wdn aax•• n. 1 15. GENERAL CONTRACTOR SHALL REKEY ENTRY DOOR TO BUILDING MASTER. '"- ----" --- -- -- ----'------`--"- 16. ALL WALL HOLES DUE TO THE REMOVAL OF EXISTING SHELVING ARE TO ----------+-----------------.-----------------�-- R ® BE PATCHED AS REQUIRED. _.._- _______. _. ...._. ��OI� FOG.•ISSUED FOR PERMIT OB�OI/08 ® -L cmmn e.e ce.tr ns/e zl/4 3S3/a 17. GENERAL CONTRACTOR TO COORDINATE DEMOLITION WITH CONSTRUCTION NO BY ISSUED TO DATE E KSBEE T DRAWINGS. �B Fuly UphoBrtefed Back _I-_.- DTE%-Oremerq 2599 mlm Mos•501[o maN ezktinD 12 IB. GENERAL CONTRACTOR TO REMOVE ALL EXISTING FLOOR OUTLETS. FILL -AREA OF WORK AND PATCH SMOOTH. PREP FOR NEW FLOOR FINISH. ' _----------------------_-------------------------------------- - 19_ GENERAL CONTRACTOR 70 REMOVE AND RELOCATE EXISTING ' THERMOSTATS TO LOCATION SPECIFIED BY ENGINEER. ",;-REPAIR SCAR MARKS BE-O gmlM see 355/B z21/4 3S3/a 20. GENERAL CONTRACTOR TO REMOVE EXISTING EXIT SIGNS AND REUSE AS G.C. TO CONTACT ARCHITECT IF ANY %seHM REQUIRED. IF NOT REQUIRED, RETURN TO LANDLORD FOR FUTURE L_II AYO11ITIONS ON SITE CONFLKT WITH PROPOSED I Button Back REUSE. ❑_ __ LAYOUT. .. - - flE ; DTE%CeleamSfi65 rnHr Meadow 903[o matcn eNstln 6 " 21. FOR ADDITIONAL POWER/DATA REMOVAL, COORDINATE WITH ENGINEERING I L_ ::}.. DRAWINGS. .. G.G.TO REMOVE ANY OBSTRUCTIONS TWAT MAY INTERFER-H 22. REMOVE ALL COMMUNICATION CABLE ABOVE AND BELOW CEILING TO cis PROPOSED CON5TRUT:ON.G.C.TO .® DAVID A.UDKOT♦ L SOURCE CWTING)E RELOCATION IN LGv-L srotlmelup c"'r ze3/4 33 39 ARCHITECT ❑ EXISTING ITEI•IS WITH ENGINEER AND 462161795 ° ■ t C 7 a ARLC'TECT' aalaaaek se.q upnoHmrea eaama sea a 23. G.C. TO REMOVE ANY OBSTRUCTIONS THAT MAY INTERFER WITH s•Pneamaue H.gne Aelasement PROPOSED CONSTRUTION. G.G. TO COORDINATE RELOCATION OF EXISTING REMOVE ALL SA SE,WINDOW BLINDS, SPECIFY FIM D^d Use FIMESH HERE ITEMS WITH ENGINEER AND ARHHITECT. �' IIBBI NORTH 113th WAY "'ND.5134¢ FLOORING AND WALL FIN15W,PREP Ciao lMletbn learner I FOR NEW (COORDINATE WALL 4 24. G.G. 15 TO CONTACT ARCHITECT IF ANY CONDITIONS ON SITE CONFLICT SCOT75DALE, AZ 85258 s<anK>aa, REA F I,-2a FLOOR FINISH PLANS)® 6A-t CYa..3enNtd-BvdrClulrwiMT-Am. 251/2 27 12 31 WITH PROP05ED LAYOUT. -- ■ -? 4.5385 TK__ I ....pnl:N... 41 ® 480.6450 14.0209 FAX �a/ref OF MP<'Sp II r REPAIR SCAR MARKS Mjgetabk AYES NO 11/ Adluakbk eadl:YES { AdrvFtaek se.e:rEs GDS. : I 1 Y m DTEX Stananen a o03499-mlar Spve Me1o2 S � ' ' - 353� DAYON' NJ S ROAD I OSBIO I_, 732.274 45O ATO 732.274.1372 FAX LEVATO AF'T. MACH. l I AN INTERIOR FACILITY PLANNING SERVICE ROOM j .. : PROJECT NAME 11 p[e SET-1,pad end want-ket 1471 ITANOUGH ROAD _ _ I - Fznzsn npne�i..an e:I.U^q memwgoa maealn< HYANNIS, MA 02601-I862 ' FINSN NpNBFRNnaMa aX4U aTSO WN awe TAp x tN wNM DRAWING TITLE, ® ® D TWO DRAWER H FURNITURE 4 DEMOLITION PLANS ]A 9LF18302F I6• 30• 2B• 9 xB 91i18383F a PROJECT NO.: 200829 NORTH FLOOR NO. DWG. NO. lB• 36• 3B• - .' ...DATE -- ® ® ® usFr 700--- +-i-} 2 A2 ' SF/PP: 170 DRAWN BY. - FOG --_---. U115 PROD. NO, I00520--.__- CHECKEDBY+- --DAU _ WIRE CODE: - I. SCALE, I/B°=I'-O" SHEET: 02 OF 08 CONSTRUCTION PLAN SCALE 17w= -0" ONSTF UCTION PLAN LEGEND DOOR SCHEDULE-PLAN LEGEND ' SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXISTING DRYWALL TO REMAIN of --DOOR NUMBER T �• NEW FULL HEIGHT DRYWALL PARTITION FROM SLAB TO 6" ANC, -'"DOOR TYPE UJ{J2 240 - ONE LAYER%-GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 215" 111 -"HARDWARE TYPE 0 0 _ METAL STUDS Ib° O.C. (STUDS FROM..SLAB TO SLAB) TAPE, p ---ELEVATION ---------------�"' COMPOUND, SAND FOR NEW FINISH. (SEE DETAIL OI SHEET A7) W HYANNIS, MASSAGNUSETTS a B '""'SHEET REFERENCE ® ® NEW FULL HEIGHT ONE HOUR FIRE-RATED DRYWALL PARTITION FROM SLAB TO SLAB WITH 215"ACOUSTICAL BATT INSULATION. ONE ❑u SATIN CHROME COAT HOOKS BY G.C. (BALDWIN A 0786)GC TO - LAYER%"GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 2151 PROVIDE THE NECESSARY SUPPORT BLOCKING.AND INSTALLATION. METAL STUDS 16" O.C. FROM SLAB TO SLAB.GYPSUM WALLBOARD TO BE MOUNTED @ 66° AFF U.N.O. MOUNT I'-O" IN FROM CORNER TO BE IMPERIAL FIRE CODE"C,' RETURN AIR CUT OUT IN GYPSUM OR ROOM. KEY PLAN III AREA OF WORK WALLBOARD ABOVE CEILING. (SEE DETAIL 02 SHEET A7) p FIRE EXTINGUISHER CABINET INDICATION. RECESS WHERE _ --'------ ® HOUR FIRE-RATED DRYWALL PARTITION FE POSSIBLE. (MOUNT AT ADA HT.- NO HIGHER THAN 60° AFF) (NO o FROM F SLAB TO WITH 2$" ACOUSTICAL BATT INSULATION. TWO CABINET REQUIRED IN EQUIPMENT ROOM MO I G " „ E ISHER CABINET INDICATION. (MOUNT AT ADA HT.- LAYERS YPS<IIM WALLBOARD APPLIED TO EACH SIDE OF NO HIGHER THAN ED' AFF) (NO CABINET REQUIRED IN EQUIPMENT , METAL STUDS Ib",O.C. FROM SLAB TO SLAB. GYPSUM WALLBOARD ROOM ONLY) --- ---- - - -'-- -": TO BE IMPERIALE CODE RETURN AI T OU ❑�__"__=-x �____________________ GL-4c4... .`L,-1 1 T IN GYPSUM DOOR TYPE LEGEND .WALLBOARD ABOVERCEILING.I'C R CU I- ' ',IFP NEW FULL HEIGHT GtA55 AND METAL BUTT HINGE DOOR UNIT 3'-O° X ----------_"-""- _ NEW METAL AND GLASS LIMA ORTH)OFFICE FRONT BY UBS. A APPROX.'9'-6° DOOR, FRAME AND HARDWARE FURNISHED AND INSTALLED 1 ® 250 [�^ W I 242 QI- _ �I I � HAWORTH TO INSTALL A HAWORTH GLASS,FRAMES,DOORS AND BY WALL SYSTEM COMPANY. +INDICATES FROSTED BANDING APPLIED �'�+�M~•a""�€.":T�.x' . HARDWARE. GC TO PROVIDE 544EETROCIC TRIMMED OPENING (ONE WITH ADHESIVE BY WALL 5Y5TEM COMPANY. TRIM COLOR LAYER GYPSUM WALLBOARD APPLIED TO EACH 51DE OF 2$° ( ) ORE/PMIO MATCH EXISTING ❑ METAL STUDS @ 16' O.C. TO 6°ANC) OPENING HEIGHT TO BE W-6° NEW 3'-0°X.B'-6" (STAINED TO MATCH KIMBALL MOCHA ON CHERRY y -•ry z AFF VERIFY WITH ELEVATIONS AND DETAILS. (METAL TRIn FINISH _ .ORE PMIO SEE DETAIL 05 ON SHEET A7 ANDDETAIL5 09 AND B FURNITURE SAMPLE) 'B'LABEL FIRE RATED &4R. FLU5H WOOD VENEER �,.4Sc s Imo____ ( FP5C DOOR WITH FIRE RATED HOLLOW METAL WELDED FRAME AND ® _ e i 10 ON SHEET AB)Y HAW INDICATES FROSTED ADHESIVE SUPPLIED HARDWARE AND CLADDED WITH WOOD BY G.G. FRAME COLOR TO MATCH AREAL AND INSTALLED BY HAWORTH, HAWORTH METAL METALLIC COLOR ORE/PMIO. DOOR A FRAME FURNISHED I FP J AD INSTALLED BY G C R TO"AVE CORE D A RILL FROM STRIKE TO NEW METAL AND GLASS ABOVE DRYWALL LOW WALL ONIN E DETAIL 06 SHEET - O iNST (DOD 1 GL J - 244 � � V L'ALIGN 248 PARTITION(HAWORTH)OFFICE FRONT BY UBS. HAWORTH TO INSTALL GE) (SE ON A7) ALL HAWORTH GLAS5,FRAME5,DOOR5 AND HARDWARE. GC TO EX EXISTING BUILDING STANDARD DOORS BY LANDLORD TO REMAIN. --ENISTING WOOD------- —Q .___,.Ji L. PROVIDE DRYWALL TRIMMED OPENING (ONE LAYER GYPSUM 1 ' -ARCHW REMAIN ---.gii�---'- 1 -'--A� --'----- ` I WALLBOARD APPLIED TO EACH SIDE OF 2 V METAL STUDS @ IW 1 i of 1 I I I 245 I• m j O.C. TO 6" ANC) FINISHED HEIGHT OF LOW WALL TO BE 42" DOOR HARDWARE LEGEND ' I F p. I AFF(NO LOW WALL CAP REQUIRED.) OPENING HEIGHT TO BE 9'-6" --�iNEW LOCKSETSTOREROOM TO MATCH EXISTING, G.C. TO VERIFY. B- MIN. _ -----_� AFF VERIFY WITHDETAIL07ELEVATIONS AND DETAILS. (METAL TRIM FINISH a PROVIDE STOREROOM FUNCTION LOCK SET WITH CLOSER AND CORE HOLE 3T - :ORE PMIO (SEE DETAIL 07 SHEET A7 AND DETAILS 09 AND 10 ON DRILLED BACK TO HINGE ».N AREA OF WORK 7M I �. SHEET AB) . _ ATO LEVATO I S.9'. 246 SATIN CHROME FINISH (US tt652) ,^ HAFT MACH. H' ATBD NEW FULL HEIGHT ACOUSTICAL DRYWALL PARTITION FROM SLAB - SATIN CHROME FINISH I A' PAIR BUTT HINGES O O ROOM TO SLAB WITH ACOUSTICAL BATT INSULATION. ONE LAYER 46" FLOOR MOUNTED DOOR STOP (+ INDICATES NO DOOR STOP) r _ _•_J ' IL ® SATIN CHROME FIN15H CLOSER NO HOLD OPEN ON FIRERATED DOORS GYPSUM WALLBOARD APPLIED TO EACH SIDE TI 2FZ" METAL STUDS SECURITY VENDOR WILL UPGRADE SECURITY MECHANISMS AFTER NO. BY REVISION DESCRIPTION_ ^s «t��555VBBB// ' ' 1 1'-l0 ; IN LA FROM SLAB TO SLAB. USE b" ACOUSTICAL GATT INSTALL. DATE INSULATION ABOVE CEILING TILE, SET IL 0 FROM CENTER LINE OF PREP FOR ELECTRIFIED LOCK AND CARD READER ! J 4� PARTITION ON BOTH SIDES. (SEE DETAIL 03 SWEET A7) 'EN'5 NEW LOW HEIGHT DRYWALL PARTITION WITH WOOD GAP DETAIL. b PROVIDE STANDARD LEVER- LOCK SET 5T '- i SATIN CHROME FINISH US tt652 '_ ---_--_----------------- - --"- 2 7 (SEE WOOD CAP PROFILE 03 SHEET A5.)ONE LAYER%11 GYPSUn ( ) -_ .. - __,___-..__._"._____-_�_ ' I I " SATIN CHROME FINISH -f ------"- WALLBOARD APPLIED TO EACH SIDE OF 215 METAL STUDS 16"O.C. SATIN CHROME FINISH 1-I/2 PAIR BUTT HINGES ---""'Li--- ""'---------'-------"`--"---'---'-G--'--'----' L ' (OVERALL HEIGHT 42° AFF. SEE LOW WALL DETAIL 03 SHEET AB. ' ® ® __ ruduu PROVIDE STEEL POST MOUNTED TO SLAB FOR OPEN ENDED FLOOR MOUNTED DOOR STOP (+ INDICATES NO DOOR STOP) -- --------------------`-------------_________________ . DRYWALL PARTITION AT ENTRY. (SEE 57EEL POST DETAILexO45HEET AB EXISTING TO REMAINLOCATION OF STEEL.POST DETAIL (SEE STEEL POST DETAIL 04® ® ® _ - � SHEET AB.) INDICATES NEW MILLWORK WITH PLASTIC LAMINATE. °EP" - --- -'--- I---- INDICATES END PANEL. "FP° INDICATES FILLER PANEL (SEE WALL -``i 7- ^- -------- -�-- - --'_r "-- -FINISH PLAN SHEET AS FOR FIN1544 INFORMATION) (SEE COUNTER --.-x--,---L-.-------- .___.____.-._._.-,-......_.__._ TOP DETAIL 01 SHEET AB) pl DOOR NUMBER. SEE DOOR SCHEDULE PLAN THIS SHEET FOR ! SPECIFICATIONS. LOCATIONS. FROM 36"AFF TO CEILING, SHOULD BE 4'-O° WIDE ON TO PROVIDE PLYWOOD BLOCKING AT FLAT SCREEN TV ---J-T------ ----------- --'----------- DOOR SCHEDULE PLAN SCALE: I/8°=I'_O!I -� '---!-'--.. --------...'----------------------'--..._.._...-- ------.__.CENTER. I n CONSTRUCTION PLAN NOTES KEYING INSTRUCTIONS -- I -- -- '- 240 - I. DIMENSIONS ARE TAKEN TO FACE OF GYPSUM WALLBOARD PARTITION TO ------ FACE OF GYPSUM WALLBOARD PARTITION IN NEW CONSTRUCTION U.O.N. 1, ALL LEVER SETS TO BE MATCH BUILDING STANDARD, SATIN CHOOME ._______________________ ______, I EXISTING WALLS AND EXTERIOR/INTERIOR COLUMNS ARE FROM FADE OF INSIDE OF USE,SUITE BUILDING STANDARD FINISH ON CORRIDOR SIDE. ALLIffl , YPSUM WALLBOARD. DOORS REQUIRE SILENCERS, STRIKES, DOME FLOOR STOPS U.O.N. KEYING ___ i_ I u CYLINDERS 6 LOCKS TO BE ON BLDG. LANDLORD MASTER KEYING f - --' 2. CUTTING S PATCHING, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OI FCG{ISSUED FOR PERMIT f 08/OI/08 I ' CUTTING AND PATCHING IN EXISTING CONSTRUCTION WHERE REQUIRED SYSTEM,LEVER HARDWARE(ALL HARDWARE TO BE SATIN CHROME) COAT NO BY ISSUED TO DATE ' NOOK BY G.C. COORDINATE WITH LOCATION INDICATED ON PLAN. FOR NEW CONSTRUCTION. EXISTING CONSTRUCTION WHERE AFFECTED BY (COAT NOOK SPEC: BALDWIN NO. 0786). I® I AREA OF WORK .DEMOLITION SHALL BE PROPERLY REPAIRED AND ALIGNED 50 AS TO :______________________________________________________________ LEAVE NO EVIDENCE OF REMODELING WORK. 2. PROVIDE 3 MASTER KEYS THAT ACCESS ALL LOCK SETS ON SAME KEY. A 3, WHERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE ALL LOCK5ET5 TO BE KEYED ALIKE ON BUILDING MASTER. - b PATCHEDSANDEDSM TH AND PREPARED FOR FINISHING AS PROVIDE IROVIDE O KEY YFOR CFAC111 PRIVATE OFFICE.NG ALL ENTRY �RS it 1 u REQU RED. PATCH AND REPAIR FLOORSAS REQUIRED FOR SMOOTH, 241 LEVEL FINISH. 3. GC TO PROVIDED 'ABC" RATED FIRE EXTINGUISHER 6 CABINET. GC _______________________� --.--- ❑-� ,�= E RESPONSIBLE TO COMPLY WITH ALL LOCAL FIRE CODES. ' WILL COMPLY WITH ALL BUILDING MANAGEMENTREGULATIONS PRIOR - _-__.-."-._-._.._____ __ ____......L.. u � N A b 250 TO COMMENCEMENT OF WORK. . -+ 1-aVz� USE SARGENT 6500 LEVER SETS KL DE51GN 26D SATIN CHROME G.G. TO I 242 I 5. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION. A, VERIFY AND MATCH EXISTING. A b -HAWORTH 15 TO SUPPLY d INSTALL HINGES FOR HAWORTH DOORS. 249 C. GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE FROM -HAWORTH IS TO INSTALL LEVER SETS FOR HAWORTH DOORS. D I 243 THE JOB 51TE WEEKLY AND AT THE COMPLETION OF WORK, LEAVE THE -HAWORTH 15 TO COORDINATE HINGE SPEC WITH G.C. DAVID A.UDKOW SITE FREE OF ALL MATERIALS AND BROOM CLEAN. - ARCHITECT I i F 7. A COPY OF THE MOST RECENT SET OF DRAWINGS SHALL BE KEPT AT -G.C. 15 TO SUPPLY INSTALL LEVER SETS FOR G.C. t w k LL YY JOB SITE FOR USE BY GENERAL CONTRACTOR AND SUBCONTRACTORS. DER' ■ To EA F I -HA IS TO SUPPLY HAWORTH WITH LEVER SETS FOR o o r FE GC TO WORK ONLY WITH THE LATEST ISSUED DRAWINGS. HAWORTH DOORS 11801 NORTH 113A WAY No.5134 -�' - 24-0ZMIMA THE CONTRACTOR MUST COMPLY WITH ALL APPROPRIATE M I q qN -G.C. IS TO SUPPLY 6 INSTALL ALL OTHER HARDWARE SCOTTSDAL , AZ _ v� Scotl::l�p, i _______________ REQUIREMENTS. THE CONTRACTOR IS 480.614.3305E c 248 B. ■ �� n REGULATOR AGENCIES CODES AND REQU RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND APPROVALS ■ 480.614.0209 FAX �;{ ' 245 A b FOR ALL TRADES. m ' ' I 9. GENERAL CONTRACTOR SHALL SUBMIT CUTS, SAMPLES, SHOP, AND FINISHES FOR ALL SPECS FOR GDS. WRITTEN APPROVAL PRIOR TO ' DRAWINGS, GDS ®® DA ON, NJ ROAD 10. GENERAL CONTRACTOR SHALL CHALK LOCATIONS OF ALL NEW D 2.274. 40 OBBIO ATO LEVATO 2 6 ❑ 732.274.9540 PARTITIONS PRIOR FLOOR SLAB AND OBTAIN APPROVAL OF UCT PROJECT Q Q HAFT ROOM 1 -MANAGER PRIOR TO COMMENCING ANT PARTITION CONSTRUCTION. WORK 732.274.1372 FAX ° H .COMMENCED WITHOUT APPROVAL SHALL BE SUBJECT TO MODIFICATION a - ® AN INTERIOR FACILITY PLANNING SERVICE�A AS DIRECTED AT CONTRACTOR'S SOLE EXPENSE: b II. PAYMENT WILL NOT BE MADE TO GENERAL CONTRACTOR ON CHANGES OR PROJECT NAME: EXTRAS UNLE55 THEY ARE APPROVED BY CLIENT'S PROJECT MANAGER. *..UBS - 247 12. KEY ALL LOCKS TO BUILDING MASTER. 1471 IS N ROAD I I ` HYANNIS, MAA 02601-1862 , GENERAL CONTRACTOR TO PRODUCE MATERIALS 50 AS TO NOT DELAY ' L - SUBSTANTIAL COMPLETION. NOTIFY ARCHITECT IMMEDIATELY OF ANY MATERIAL DELAY WHICH WOULD DELAY COMPLETION OF,CONTRACT AS DRAWING TITLE, L___________________________. SCHEDULED. 14. IMMEDIATELY AFTER INSTALLATION OF STUDS,CONTRACTOR SHALL CONSTRUCTION PLAN DOOR SCHED. ® ®® INSTALL DRYWALL AT ALL MILLWORK LOCATIONS AND REQUEST PROJECT NO.: 200629 NORTH FLOOR NO. DWG. NO. _MILLWORK FABRICATOR TO TAKE FIELD DIMENSIONS. --------No. ' DATE:_ 07/OI/OB __ .}r 15, ANY DIMENSIONS IN CONFLICT ON THE PLAN PROVIDED ARE TO BE _ -' ' 2 /� CLARIFIED BY ARCHITECT PRIOR TO INSTALLATION. - USF. - --_ I,7p0 __ -!-- f1 16. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION PLAN WITH DRA5F/PP:- : FGG — UBS PROJ. NO: 100520 ELEVATIONS-AND DETAILS FOR ALL DIMENSIONS, LOCATIONS, ETC. _ 17, GC TO PROVIDED°ABC" RATED FIRE CHECKED BY: DAU WIRE CODE: U027-_ EXTINGUISHER 6 CABINET. GC -----BY: RESPONSIBLE TO COMPLY WITH ALL LOCAL FIRE CODES. SCALE: 1/8".1,-0" SHEET: 03 OF 08 F/8 EFLECTED CEILING PLAN SCALE: "-1'- ' O' REFLECTED CEILING PLAN LEGEND POWER / DATA PLAN LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION - NEW 2'-0' x 2'-O"ARMSTRONG SUSPENSION SYSTEM TO MATCH {_g NEW WALL MOUNTED DUPLEX ELECTRICAL OUTLET ON CONVENIENCE EXISTING. G.C. TO VERIFY EXISTING SPECIFICATIONS. CIRCUIT (NEMA 5-2OR2)MAX. (8) PER CIRCUIT. T TB'� GRID: PRELUDE ML 9k EXPOSED TEE SYSTEM F66D NEW WALL MOUNTED QUAD ELECTRICAL OUTLET, ONE FOR op V TILE+ DUNE FINE TEXTURE#M4 (24" x 24" x 46°) CONVENIENCE AND ONE ON A SEPARATE CIRCUIT FOR DATA POWER. j WEIGHT: W15 LB5/SF - (NEMA 5-2OR2), I.G:, ORANGE COLOR, 'D' INDICATES DATA POWER. NYANNIS, i'1ASSACNUSETTS COLOR, WHITE ke@ NEW WALL MOUNTED QUAD ELECTRICAL OUTLET CONSISTING OF -. LIGHT REFLECTANCE:ACTUAL LR 0,83 - •------------------------------------ SURFACE BURNING,C1A55 A (FLAME SPREAD 25 OR UNDER ONE RE DUPLEX CONVENIENCE AND ONE(I)20A, IIOV, ORANGE COLORED, DUPLEX OUTLET. (MAX. 4 PER CIRCUIT) ® ® ASTM E 1264, TYPE III, FORM 2 - It CEILING HEIGHT TO BE 10'-0" U.O.N. NEW WALL MOUNTED COMBINATION TELEPHONE 4 DATA OUTLET. PROVIDE CONTINUOUS W4" CONDUIT IN ALL LOW WALL PARTITIONS KEY PLAN EXISTING RECESSED DOWNLIGHT TO BE RELOCATED, UNTIL A VERTICAL IY4 CONDUIT RUN CAN BE PROVIDED TO ABOVE P AREA OF WORK O EXISTING RECE55ED DOWNLIGHT TO BE REMOVED �G CEILING. - - ' CABLE TV OUTLET MOUNTED AT 36° AFF UNLESS ® - OTHERWIZE NOTED. EXISTING CEILING TO REMAIN I +_______________ ® 14 F NEW RECE55ED DOWNLIG T FIXTURE TO MATCH EXISTING. GC TO ' D VERIFY SPECIFICATIONS FOR FIXTURE. - O INDICATES ELECTRICAL LOCK WITH TRANFER HINGE - COORDINATE E IRC IT EXI TI IT - EL t TALLATI WITH FRAME MANUFACTURER. PROVIDE ALL , , " O I s 5PECFSB2 B MANUFACTURER, PRICE - NECE55ARY CUTS FOR FIELD COORDINATION.G.G. TO COORDINATE ---- -- EXISTING 2-0' x 4-W FIXTURE TO REMAIN COMPLETE INSTALLATION. ° " " , P O INDICATES CARD ACCESS MATCH EXISTING. G.C. TO COORDINATE a + , ; ._.:_ �_ ® NEW 2'-O"x W-0" RECESSED FLUORESCENT LIGHT FIXTURE TO O , , -- 250 COMPLETE INSTALLATION. _ MATCH EXISTING. G.C.TO VERIFY SPECIFICATIONS OF® FIXTURES.I8 CELL PARABOLIC FIXTURE WITH NO RETURN AIR$LOTS. NEW FLOOR MOUNTED DUPLEX ELECTRICAL OUTLET ON jN :E MANUFACTURER. LITHONIA249 - SPEC: 2PM3-G-B-3-32-15LD-120 CONVENIENCE CIRCUIT P �SPSTARTING POINT FOR NEW CEILING GRID ® NEW FLOOR MOUNTED DATA OUTLETPOWER /-DATA PLAN NOTES NL— E%ISTING ® { CEILING HEIGHT INDICATION - I. DIME SI 5 FOR OUTL S ARE TO C TERLINE OF OUTLET GROUP. ALLliC.TZ AREA F TR`nnED ; P b I ELECTRICAL, TELEPHONE AND DATA OUTLETS WITHIN PARTITIONS AREK OPENING TotiCHANGE IN CEILING HEIGHT TO BE GANGED TOGETHER TO KEEP SPACING TO A MINIMUM SPACING TO , i BE AP OVED BY ARCHITECT. T 240 SWITCHES THROUGHOUT TO BE:ING sWircw 1 �+ _ __ ______ MANUFACTURER: LEVITON WHERE EFF t].TED BT NEW P '"L 2. OUTLETS LOCATED IN THE CORNER OF ROOMS TO BE I'-O°O.C. AWAY coas$qucnou ;o ;o ;o O ! I - STYLE, DECORA FROM THE CORNER, U.O.N. SPEC: 5601 W m I SWITCH MOUNTING HEIGHT TO BE 3'-3" 4 V-3° AWAY FROM DOOR, 3. SEE ENGINEERING DRAWINGS FOR CIRCUITRY AND DEDICATED OUTLET - ___. I =RECIRCUIT EXISTING; U.O.N. LETTERS INDICATE SWITCHING SEQUENCE. -3' INDICATES REQUIREMENTS. ENGINEER TO CONFIRM ALL DEDICATED OUTLETS AND "'N AREA OF WORK E%.__., SWITCHING WHERE ' --------------� SWAY SWITCH. EQUIPMENT REQUIREMENTS. ' E%ISTING-' SERPENTINE EFFECTED BY NEW I CEILING TO CEILING TO ccwsrRucnoN MD MOTION DETECTOR SWITCH IN PRIVATE OFFICES ONLY TO BE: 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF VATO LEVATO REMAIN j MANUFACTURER, LEVITON REMAIN ALL WORK IN EXISTING WALLS TO REMAIN. ,. Q HAFT. R'0`� I STYLE+ DECORA NO. BY REVISION DESCRIPTION DATE 1 i I - I SPEC,OD510-ID 5. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS _ I THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UNDERWRITERS "---'.—i----"---"----""'-'-----""'- ---�-- - ,° I Ir NEW CEILING MOUNTED ILLUMINATED EXIT LIGHT. ARROW INDICAT LABORATORIES LIST OF APPROVED ITEMS, AND SHALL MEETDIRECTIONAL TYPE FOR EACH FACE OF SIGN. GC. IS TO MATCH REQUIREMENTS OF NEC, NEMA, AND OTHER RECOGNIZED STANDARDS AN EXISTING ' I BUILDING STANDARD EXIT SIGN. USE THE FOLLOWING IF BUILDING SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF NEC.STANDARD I5 NOT SPECIFIED.RoomMANUFACTURER: LITHONIA 6. MECHANICAL, ELECTRICAL AND-PLUMBING SUBCONTRACTOR SHALL BE -_ _-- -ar 247 STYLE: QUANTUM RESPONSIBLE TO PROVIDE A COMPLETE AND OPERATING SYSTEM AND-- -"'—"t"--Y""- SPEC: LQM/5/W/3/R/120/277/ELN OBTAIN PERMITS. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH - -}---------------'---`----'-'—`------=------ ° ALL BUILDING CODES E ORDINANCES. ® ® L I =Ml 5HEETROCK TRIMMED OPENING (SEE DETAIL 02 SHEET AB FOR 7, ALL OUTLETS TO BE CENTERED ON WALL WHEREVER POSSIBLE AND HEIGHTS) .._._.__..__. .._ _- MOUNTED IB"AFF, U.N.O. _ 1-_"----- --- - ® ® ® - M721,, SOFFIT ALIGNED WITH CEILING TILE (SEE DETAIL OB SHEET A7) 8. RECEPTACLE DEVICES E MATCHING COVER PLATES ARE TO BE WHITE AT WALL LOCATIONS 4 BROWN AT WOOD LOCATIONS. 9. ALL ELECTRICAL ROUGH IN OUTLET LOCATIONS TO BE INSPECTED B7 __�_ T. __ ...__ . -- OF PA E BEFORE ANY GYPSUM BOARD INSTALLATION ON EITHER SIDE _ ---_. OF PARTITIONS. - OWER / DATA PLAN SCALE: I/15"=I'-0" REFLECTED CEILING PLAN NOTES 10. OFFSET ALL OUTLET BOXES VERTICALLY AS REQUIREDTO INSURE THAT -- T ----- --...... -- --,----- .,____ NONE ARE BACK TO BACK. I. THE WILL 8E RESPONSIBLE FOR FOLLOWING ALL CONTRACT DOCUMENTS (ARCHTECTURAL E ENGINEERING). NO VARIANCE WILL BE U. PROVIDE AND INSTALL CONDUIT, PULL WIRE, BOXES, COVER PLATES AN - • -"— - ` 240 ALLOWED ANY CHANGES TO THE DOCUMENTED SCOPE OF WORK WILL DEVICES, ETC. FOR ALL COMBINATION TELEPHONE* DATA, PRINTERS, '—`--'1---""--"-------"""""-""-'"""--"--'T—"-_-- R REQUIRE THE GC TO PAY FOR ALL CORRECTIONS TO CONFORM WITH FAXES, CABLE TV, OUTLETS, ETC. AS INDICATED. CUTTING OF FLOORS, ---1---- --------------------- ------ ----------- THESE DRAWINGS. WALLS, PARTITIONS ETC., TO FACILITATE PROPER AND CONVENIENT ----f-----t------------- I__________________, - INSTALLATION IN API APPROVED LOCATION AND B7 APPROVED METHOD 2. ALL CEILING AIR DIFFUSER LOCATIONS ARE TO BE COORDINATED WITH -+ j I 'gT MECHANICAL ENGINEER AND.ARCHITECT PRIOR TO INSTALLATION. -12. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL ORDINANCES HAVING + - ;;d JURISDICTION. "— -' +"'—' ---' 3. THE MECHANICAL SUB CONTRACTOR 15 RESPONSIBLE FOR AIR SUPPLY TO 01 FCG ISSUED FOR PERMIT OB/pl/08 z-O •-� - THE AREA TO ACCOMMODATE A MINIMUM OUTPUT REQUIRED BY LOCAL 13. PROVIDE ALL NEW WORK INDICATED, SPECIFIED OR REQUIRED TO FINISH, NO. BY ISSUED TO DATE -6" AREA OF WORK CODE. OPERABLE, LEGAL ELECTRIC SYSTEM CONFORMING TO THE BEST '---------------------------- - .STANDARD OF WORKMANSHIP. ' 4. ALL LIGHT SWITCH FINISHES ARE TO BE WHITE. s-EO-,1•-E4 I, X-RAY INSPETIONS OF ALL 5. GENERAL CONTRACTOR 15 TO COORDINATE WITH THE ELECTRICAL 14 FLOOR/51AB PENETRATION$NSIBLE FORESSARY AND THE COORDINATION, REVIEW 4 NEW j ENGINEER REGARDING THE REQUIRED NIGHT LIGHT CIRCUITS AND APPROVAL OF THE STRUCTURAL ENGINEER. L O ! `--1 _ BATTERY EMERGENCY LIGHT CONTROLS. ` I 241 -----'"' I 'I_D. 15. WHERE OUTLETS ARE NOT DIMENSIONED, CONTRACTOR 15 TO VERIFY - I ' c• 6. GENERAL CONTRACTOR 15 TO PROVIDE A SHEETROCK SURFACE LOCATION WITH ARCHITECT. —___ -D 2 2 250 WHEREVER GRID AND TILE ARE NOT INDICATED AS CEILING SYSTEM. IG. NO MORE THAN FOUR (4)BROKER OUTLETS AT DESK LOCATION ON ONE - I'-O" 7. ELECTRICAL/MECHANICAL SUB TO COORDINATE WITH ENGINEERING CIRCUIT. ("FA" INDICATION ON FURNITURE PLAN) -- -- ��-- _ -6� ,F.._ 6 249 DOCUMENTS FOR THE SPECIFICATION OF ALL SMOKE DETECTORS.ALL - ❑ - SPECS TO CONFORM WITH ALL LOCAL AND STATE LAWS AND CODES. NOTEI _ I ELECTRICAL SUB CONTRACTOR 15 REQUIRED TO FOLLOW x 'B. CLEAN ANY SOILED OR DISCOLORED UNITS AFTER INSTALLATION. REMOVE ARCHITECTURAL POWER/DATA PLAN FOR ALL OUTLET LOC,ATION5 DAVID A.UDKOW ! ! I 4 REPLACE ANY UNIT WHICH 15 DAMAGED, IMPROPERLY INSTALLED OR AND DIMENSIONS. ARCHITECT I I I I'o• (- + - CANNOT BE CLEANED. _AREA SEE POWER/DATA RELATED DETAILS ON SHEET AB ! " 9. CEILING GRID SHALL BE LEVEL 4 TRUE, WITH PROPER EDGE MOLDING 4 �No.5134 WORK ;; D OTHER DETAILS AS RECOMMENDED BY THE MANUFACTURER. H881 NORTH 113th WAY. & 1 244 g g 2 OFFICE EQUIPMENT LEGEND SCOT 852 __,_ - 10. PROVIDE HANGERS E SUPPORTS IN ACCORDANCE WIT14 MFR. }_ I 4a O ICE UIPI 1 E : E Az 55 €�-`-- I I--.> ,z'O' DE ITEM MANUF. MODEL NO. SIZE REMARKS ENLARGEMENT RECOMMENDATIONS, BUILDING RULES E REGULATIONS 4 APPLICABLE ■ 980:614.3385 M PF M EL THIS SHEET CODES E ORDINANCES. PROVIDE SEISMIC BRACING AS REQUIRED. LASER 480.61'4.0209 FAX !PRINTER ITBD ITBD TBD PROVIDED BY CLIENT i w� REFLECTED CEILING PLAN NOTES ® xREEN TBD TBD I TBD �ENOV�IDRED BY CLIENT'S AV GOS �' NOTE! RE-ALIGN SPRINKLER HEADS TO CENTER LINE OF CEILING TILE. I ' I i . '� 353 GEORGES ROAD A70 LEVATO I „ 24G °w RELOCATE AIR DIFFUSERS AS REQUIRED. - DAYTON, NJ 08810 HAFT MACH. ' I ENLARGEMENT OF AREA 244 ROOM i " " ■® 732.274.372 FAX y j i AN INTERIOR FACILITY PLANNING SERVICE EXISTING _- 1- 1 PROJECT NAME, J%UBS EQUIPMENT _ i RavM -i 247 �I ----------�.I © ! 1471 IYANOUGHROAD I 1 rx60"AF ! HYANNIS, MA 0260I-1862 a , iw RGO'AF i DRAWING TITLE: ® ® 244 SI REF. CEILING t POWER/DATA PLAN 1 I PROJECT NO., 20082q NORTH FLOOR NO. DWG. NO. • - r. DATE 07/ov08 . 7ROVTL7E3TOB-OP-FOR'POAtKATJD =L-DATA. COORDINATE WITH UBS'INV ! VENDOR AND FURNITURE VENDOR DRAWN BY, -FcG=- UBS PROD. NO, 100520 ! FOR INSTALL OF RECESSED TAEILE CHECKED BY. WIRE CODE, U027 DEVI�E. SCALE, I/B"-I'-O"--- SHEET: 04 WALL FINISH PLAN SCALE'7-77 WALL FINISH PLAN LE END FLOOR FINISH PLAN LEGEND " SYM130L DESCRIPTION SYMBOL DESCRIPTION GENERAL PAINT FOR ALL AREAS AS INDICATED CARPET FOR OPEN AREAS AND ALL OTHERS AS INDICATED_. ... . . .. a MANUFACTURER: BENJAMIN MOORE ® MANUFACTURER+ DESIGNWEAVE {JYV�'AL"�7 UBC ^-+ -COLOR, BONE WHITE 103 - STYLE: DASH Z6398 240 FINISH: EGGSHELL(U.N.O.) ® COLOR, THEATER 00348 • ----------------- PILE HEIGHT .25 INCHES HYANNI5, MA55ACHUSETT5 WALL COVERING FOR OPEN AREA AS INDICATED-G.C. TO VERIFY _ I ® ® SPEC BELOW MATCHES EXISTING PRIOR TO PLACING ORDER CARPET FOR CLOSED OFFICES AND ALL OTHER AREAS AS - MANUFACTURER. WOLF GORDON - , EH CARPET STYLE, G5615g12 MANUFACTURER. DE5IGNWEAVE COLOR: VYCON VALUE IV 54° (54° WIDE WALL COVERING) STYLE, P0514 Z6372 - WALL COVERING FOR SELECT PRIVATE OFFICES AS AREA OF WORK TO PLACING COLOR: VINTAGE 00536 G.C. 2 TO VERIFY SPEC BELOW MATCHES EXISTING PRIOR TO PLACINCIN G PILE HEIGHT .25 INCHES KEY PLAN + _ ORDER CARPET FOR SEMINAR ROOM AND ALL OTHER AREAS AS MANUFACTURER, KOROSEAL � ®3 INDICATED - STYLE, KINGSTON K521- MANUFACTURER: DESIGNWEAVE , v , COLOR: SWEET GRASS- BI 1 ' - O i ° WIDE WALL COVERING)� 241 STYLE, DRIVE Z6400 ...___._ -... LO T E _.._____ _ 348 __________________________� I pE HEIGHT�25 INCHES ..r -- i NEW STAINED WOODWORK ' ______.__ .. _._...__.__. I COLOR: MOCHA CHERRY (TO MATCH KIMBALL FURNITURE SAMPLE) - SPECIES- CHERRY NEW VINYL BASE FOR ALL AREAS INDICATED OTHER THAN WOOD . l i .I 250 i 5 t (ALL TRIM AND MOLDING ARE TO BE SOLID WORD) BASE IS TO BE, tl-• . MANUFACTURER: JOHSONITE D 249 L PLASTIC LAMINATE FOR ALL AREAS AS INDICATED COLOR' O9 CLAY 1 243 a MANUFACTURER, FORMICA �I COLOR, 7708-58 FLAX GAUZE MATTE FINISH --I- FLOOR MATERIAL CHANGE AREA F i 244 i EXISTING CARPET 70 REMAIN 8i I WORK �� NEW WINDON BLINDS LEV , ------ ',-'--w -`- ' MANUF ELOR MIN BLINDS ----- (STAINED) WOOD BASE INDICATION. SEE PROFILE 01 THIS T3- , . , I IXISTING WALL ___ _________ 1 - SPEr_#: I° MINI BLIND-RIVIERAI SHEET. 248 ® NEW ( .r"! E%ISTIN}'i;WALL GOJERIlfG TO REMAIN I COLOR, ALABASTER ' .OWERING T,rr REMAIN ® FURNISHED 4 INSTALLED BY G.C. I' L 245 m FABRIC WRAPPED PANELS-FABRIC MANUFACTURER: D GNTEX �C ! ------------J STYLE: CUT TO THE CHASE 2423 COLOR: CREAM 201 N AREA OF WORK _ E ATO LEVATO - P46 I PANEL SYSTEM MANUF: TRACK-TEX SITE INSTALLED 1,._ HAFT MACH. I �'; SYSTEM - - ROOM 1 STYLE: HIGH TEN51ON SYSTEM,3/4' THICK ' ; I BUTT PANELS RADIUS EDGE ATTACHED DIRECTLY TO WALL. NO. BY REVISION DESCRIPTION DATE ' FILL. DACRON IN ACCORDANCE WITH NY FIRE CODES - CONTACT, DFB SALES j INC.(LEO C. ALE551 _...._.. ............._..-_-._______._..-_._-__._..__ JR.)917-613-6012/718-729-831OX222 - _ , 247, ....... . L-------------------------- t j - -«----- -- - ---- ------------ --- - --- ® ®® 1 1 FLOOR FINISH PLAN SCALE:3v-1'_0v ---....- - SCALE, v0°=1'-D° WALL FINISH PLAN NOTES FLOOR FINISH PLAN NOTES —�__-_ --_._-._-____._____-__—___L__ I. ALL WALL COVERINGS TO BE FURNISHED BY G.C. AND TO BE INSTALLED I. ALL CARPETING TO BE FURNISHED BY UB5 CARPET VENDOR. G-C. TO ---h•----r---------------------"---------1---------- FLASH PATCH 4 LEVEL ALL FLOORS TO PREPARE FOR NEW CARPET 1- ---- - - - --- ----- .J- BY GC. GC TO PROVIDE QUANTITY AND DELIVERY LOCATION UPON T AWARD OF CONTRACT. INSTALLATION. G.C.'S.FLOORING 5UB-CONTRACTOR TO FURNISH VCT E BASE. FLOOR SUB-CONTRACTOR TO INSTALL CARPET, BASE 4 VCT. 2. ALL WALL AND CEILING FINISH MATERIALS SHALL HAVE A CLA55'A'FLAME SPREAD. (SURFACE FLAME-SPREAD RATING OF O TO 25 PER 2 ALL FLOOR FINISH MATERIALS SHALL HAVE A CLASS 'A' FLAME SPREAD. - STATE CODE.) (SURFACE FLAME-SPREAD RATING OF O TO 25 PER STATE BUILDING - 1 CODE.) 3. ALL MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH - --- --�------------ ---- --' -'--- ------ - 3. PROVIDE VINYL CARPET REDUCER STRIP(CENTERED ON UNDERSIDE.OF MANUFACTURERS SPECIFICATIONS FOR THE PARTICULAR SURFACE. ----1 FCC:1-----------------------------------4---------- DOOR) WHERE CARPET ABUTS VINYL COMPOSITION TILE FLOORING. 01 I FCC'ISSUED FOR PERMIT 08/OI/00 240 .4. SAMPLES OF ALL FINISHES SHALL BE SUBMITTED TO ARCHITECT FOR NO. BY ISSUED TO DATE- ® ______________________ APPROVAL PRIOR TO PURCHASING BY GENERAL CONTRACTOR. 4. ALL MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACE. r4 ® S. ALL SURFACES TO BE PAINTED P-1, EGGSHELL FINISH U.N.O. S. SAMPLES OF ALL FINISHES SHALL BE SUBMITTED TO ARCHITECT FOR 6. VERIFY WITH ARCHITECT PRIOR TO APPLICATION OF PAINT COLORS AND APPROVAL PRIOR TO PURCHASING BY GENERAL CONTRACTOR. B STAINS FOR FINAL LOCATIONS AND FINISHES. 6. CARPETING SHALL BE APPLIED.BY DIRECT GLUE DOWN SOLVENT RELEASE - I►N AREA OF WORK 7. GENERAL CONTRACTOR SHALL PAINT ALL WALLS THROUGHOUT USING A METHOD (WITHOUT UNDERLAY PADDING.) ' __________________________________________________________ THREE COAT PAI'T SYSTEM.ONE PRIME COAT AND TWO FINISH COATS 7 ALL FLOORS TO BE CARPETED C-I , UNLESS OTHERWISE NOTED- .`.:._.: ON ALL PARTITIC 45. ( ) 8. PLASTERED SURF.\CES SHALL BE PROPERLY PREPARED TO PAINT B. GENERAL CONTRACTOR SHALL RENDER FLOOR SLAB SMOOTH AS ® _ APPLICATION. REQUIRED AND ACCEPTED BY ARCHITECT 4 CARPET INSTALLER. _ _ 241'• t ' I - i I ---- "- -� �' 9. ALL EXISTING FLOORING SHALL BE PROPERLY PREPARED TO RECEIVE -_-,-_❑-_- __ _ __-L_____________��;, ® 9., ALL PAINT COLOR FOR PARTITIONS INCLUDING FINISHES FOR CLOSETS, -`: •� , PERIMETER ENCL45URE5, ETC. SHALL CONFORM WITH ARCHITECT'S I, ?:;.-_�. ____..._-�_ ..,':. 250 SPECIFICATIONS. - NEW FLOOR FINISH. ARCHITECT A. KOW ...o F D UD - --- ----- 10. G.G. TO FLASH.PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE, ■ SZ F, -•?42 10. ALL MISCELLANP�OUS METAL SURFACES SHALL BE PAINTED P-2 UNLESS PRIOR TO FLOORING INSTALLATION. o i OTHERWISE NOT`:D. II. PROVIDE 4 INSTALL (VCT-1, ST-1)TILE FLOORING IN ACCORDANCE WITH " No.51, ' 11981 NORTH ItBth WAY a E, 11. ALL WALLS TO 3E PRIMED BEFORE PAINT 15 APPLIED AND PROPERLY MANUFACTURERS INSTRUCTIONS. SCOTTSDALE, AZ 85255 = uM' Al NF 5PACKLED (MIN,3 COATS)SANDED 4 PREPARED FOR PAINT. 12. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THEq480.614.3585 <I ® 12. ALL SOFFITS ARD TRIMMED OPENINGS ARE TO RECEIVE FINISH INDICATED SPACE ONTO WHICH THE CLOSET OPENS, UNLESS OTHERWISE NOTED. 0oON ADJACENT WALL U.D.N.COORDINATE WITH ELEVATIONS. 480.614.0209 FAX 13. ALL PLASTIC LAMINATE COUNTER TOPS INDICATED OVER METAL FILE 13. LOCATE FLOORING TRANSITIONS AT CENTERLINE OF DOORS TYP., U.O.N. 244 0 - ® 246 LOCATIONS ARE TO BE INSTALLED AFTER FILES ARE IN PLACE.G.C. TO 14. WHERE VINYL BASE HAS BEEN SPECIFIED, PROVIDE STRAIGHT BASE AT ® GOS PLUM, LEVEL AND PROVIDE ALL NECESSARY BLOCKING. CARPET, COVE BASE AT VCT, TYPICAL. 353 GEORGES ROAD ® ® `L� 14. WALL COVERING TO BE INSTALLED PRIOR TO MILLWORK IS IN PLACE. DAYTON, NJ 08010 •®1 03 ,` /❑ 732.274.9540 SHERLAND AND FARRINGTON, INC• WILL SUBMIT PRICING TO UB5 i '` '-��' :� ,. '• " 15. G:C.'S SUB CONTRACTORS ARE TO BE ADVISED WHEN PURCHASING FINISH NOYE: 732.274:1372 FAX m MATERIALS THAT HA CONTRACTS WITH THE MOST INDEPENTENTLY. MAT RI LS UB5 SCOT 5 .MANUFACTURERS LISTED AND SHOULD REQUEST SPECIAL PRICING AN INTERIOR FACILITY PLANNING SERVICE '.: ACCORDINGLY. PROJECT NAME, ATO LIE`IACHO. -'` OI WOOD B SE SCALE: 3">•I'-O° SUBS. . Q HAFT R�I-,1 1471 IYANOUGH ROAD av HYANNIS, MA 02601-1862 ® DRAWING TITLE: 41 247 WALL * FLOOR FINISH PLAN C PROJECT NO.: 20OB29 NORTH FLOOR NO. DWG- NO, ® L 'y- v DATE+ 170 sa 4d sa - . -.. - .. .. . .._. .. - DRAWN BY FCG..- - UB5 PROJ.NO, IOM20 - CHECKED BY, DAU WIRE CODE, U027 - SCALE, Irevml,_0n ...._,.....__-- _.____ , SHEET: 05 OF �OB : I Y. rq'-G'5HEETROCK TRIMMED OPENING I ; UB S ! I q'-6'SWEET ROGK-^ TRIMMED OPENING HYANNIS, MASSACHUSETTS it (OPEN) I I I ! �• KEY PLAN I ( ! 03 I 1 I ! ! STAINED WOOD- CAP I FF F%1NT Y (\^�/\J GLA9B O OFFlCE .. 4L,v'9 OFFICE t HN"ORTH I mI \ I . I H.rIORTN HAYIORTR - . --_-- --__-� I -_-._-_--I-VINTL BASE 1---VINYL BASE _ � L �A1 FACING OFFICE 240 �1 FACING AREA 242 r� �J SCALE:3 � SCALE, 3/0"=II-0" 91 'SHEETROCK ♦I'_3' Fe� -6-'TRIMMED OPENING ... ..� L.. - --SOFFIT A E CABINETS__. 10'-O°CEILING � 1 O -WALLCOVERING L'9'-6'SHEETRIKK I EO' E _B'�EO B EO B EO B' EO B' EO'B'*EO,B'EO'B' - I ON FASCIA TRIMMED OPENING I FO'B' EO B_f-O'B' EO'B' E EO E14E1I'B EO B EO'8' N AREA OF WORK -�`' --# 1 ' g REVEAL 15''REVEAL .a "' = •�' --, _ J = - - _ -� - N� REVISION DESCRIPTION DATE NO. BY (�^T[7�,/ I STAINED!KOOD-. 1 01 - \v _._ �,_CAPNED WOOD .r-,tl CAP iY _ t _ ... - _ _. r-P-LAM '.I _ '!t P-LAM OI [) - I -_-•-__._ _.._. ___ I.,. GAUNTER -� 01- N ___. -�;- ---�- o i o e im FILES N.I.C.FILES N.I.C. ®� ' IZ D' 7ffliM FILES N,LC.FILES N.LC.FILES N.LC.FILES N.f.G. ii :n� - - ------ I�NLCiiml L`✓ I o a o e I ili �� ___I - ._ ___ - -!__ _ - II -_ I W VINTI- - VINYL -VINT �- MIN. BASE BASE � 14'-11°'1 5'_O' 1 +f-_-"--� ,. BASE �'---"------'------y,f _ STEEL POST.SEE DETAIL 04/AB.---� __ ___ - --- STEEL POST.SEE DETAIL 04/AB.-' _ LCl INTERIOR OF 242 —I------- — pQ SA AREA 243 �SA AREA 243 -- . SCALE:3/0°el'-O° I I- -6°SHEETROCK TRIMMED OPENING 10'-0'CEILING) -- `- 5HEETROCKj I I I I i I TRIMMED OPENING 'ISSUED FOR PERMIT 1 08/0I/015 NO. BY ISSUED TO DATE O STAINED WOOD'I . I I 5T P WOOD- '�^NORTN GAP_I _ I I i t l GA Tn P-LAM, OI I NTER IILES N.LC. FILES N.LC. ml "1 ^�TM ------_..- - '-'S -LAM FILLERB._PANELS ■ DAVI�D A.UDK O�W ARCHITECT (-VINYL -VINYL BASE BASE BASE TEL ' � O � POST.SEE DETAIL 04/AB . FQFACING OFFICES 250,249 E 24B CG1 FACING OFFICE 247 �No.5134y SCALE: 3/e"=r-o° r�H1 FACING FILES IN 5A AREA 24G : uBBI NORTH , A 852 = . SCALE'3/0°=I'-0' SCALE 3/B"=I'-0" SCOTTSDALE, AZ 8525I 400.614.3305 .400.04.0209 FAX EXISTING q'-O' - I'-O° WOOD TRIMMED .� 3-D 5ERPENTINA CEILING'TILES.-- `-I -OPENING -q'_6-SHEETROCK TRIMMED OPENING SEE REFLECTED CEILING PLAN __}'� GOS a-o CEILING ®a. 353 GEORGFS'ROAD -WALLCOVERING 'q'-6°SNEETRCCK � DAYTON, NJ OB010 O REMAIN-. ON FASCIA TRIMMED OPENING I I: ;I! I 1' 732'274.9540 EXISTING e 732,274.1372 FAX SERPENTINE A N INTERIOR FACILITY PLANNING SERVICE CEILING III I I i I i I PROJECT NAME. - U PRINTER �e' 17J . AREA j,II�''%I.{!' I ° 1471 17ANOUGH ROAD r STAINED WOOD 3 - y i t • HYANNIS, MA 02601-1062 CAP RATED WOOD DOOR BY r- . OI ® P-LAM G.C.STAINED WOOD DRAWING TITLE: ,� • COUNTE I' I I I I j�`,i I I I CLADDING ON METAL FRAME I o o e �; ELEVATIONS �• FILES N.I.C.FILES N.I.C.FILES N.I.C. n mi I 1!I;I'.,;;1 I I I PROJECT NO.: 200529 NORTH . FLOOR NO. DWG. NO. HRwogTH - e o II .,I i .- _ / =k USF, 1,700 �- '•' 2 AID 'AINED --I -VINYL -LAM FILLER PANELS -- 5_-0° -_ - '----'i-W�D BASE SF/PP,' -�'- BASE6• �1 FACING CONFERENCE ROOM 244 STEEL POST.SEE DETAIL _ _ FCG U65 PRO). NO, loos2D J FACING NEW FIRE DA>R DRAWN BY. _ SCALE 3/8°.I'-0. � CHECKED BY. -- -.-_. .. SCALE:3/0°=1'-O° DAU UQ27 SCALE 3/8°.p-0. - SHEET, Ob OF 00 i I y F 7-7- ---UNDERSIDE OF .� -----AL NSTRUCTUDER5IDE OF w II I� SLAB/ECK ABOVE - STRUCTURAL SLAB/DECK ' ABOVE '�.�. O ! I '-_FIRE RATED '� --UNDERSIDE OF ';�, - -UNDERSIDE OF H _ I y j .•----2" STUD BRACE'@ 48" T 7�'�-�(C Or V L/._7 STRUCTURAL SLAB/DECK I. STRUCTURAL '�� '~ SEALANT/CAULK ON ALL -+'-—'- YANNIS MASSACHUSETTS 1 .I .C. MAX.MA% TIE TO SLAB/DECK ABOVE. y ABOVE. w I !I { .mot 1 • ! I ABOVE. GC TO BRACE SLAB/DECK —FIRE RATED AROUND OBSTRUCTIONS IF STUD BRACE @ 48" I ! `. MAX. TIE TO ! 1!'j SEALANT/CAULK ON ALL 1 ---2 ' CONTINUOUS METAL i I NECESSARY. (TYP) 1 I D.C.. I ! , j - PENATRATION5. '�%! ! 11. >9`,I /°�Y STUD TOP RUNNER. , STRUCTURALLA _ _5 SLAB/DECK , I� I i ` ABOVE. GC TO BRACE v I I'F ! +f !!'� !. r `( I ___2V CONTINUOUS METAL KEY PLAN - 1 I I AROUND OBSTRUCTIONS IF p ! I'+� I I -;: '; `'•.-- -IN INSULATION ICAL BATT 'I I I STUD TOP RUNNER �I I NECESSARY. (TYP . ,;}- 1 _-STUD CONTINUOUS METAL I f, , - 1 ) STUD TOP RUNNER.' :!j-•,, I INSULATION SET AT FROM CL_ OF PARTITION - - -- -- --,- STUDOTOP RUNNERTINUOUS ME TAL - ,r I t .-I. 5CHEDU LED CEILING. SEE ---SCHEDULED CEILING. SEE. ! I '�.�! --REFLECTED CEILING PLAN i 1 ! i 'r SCHEDULED CEILING. SEE 1 •1 I j Ii.;' ,I REFLECTED CEILING PLAN I,.L I FOR SPECIFICATIONS t ! I I ! 'I I I I' HEIGHTS. ---REFLECTED CEILING PLAN �I! FOR SPECIFICATIONS t FOR SPECIFICATIONS t -SCHEDULED CEILING. SEE ' :I HEIGHTS. t !j*„' !I I, , I III y•'tI•.I( =' 1 ! I --HEIGHTS REFLECTED CEILING PLAN FOR SPECIFICATIONS t T 1 _ . MMM HEIGHTS 0 01 V GYPSUM WALLBOARD FABRIC WRAPPED PANELS Q 11 5HEETROCK BRAND ON BOTH SIDES FROM BY OTHERS = FIRECODE GYPSUM O ^i i-- SLAB TO SLAB o I I j WALLBOARD ON BOTH z I j Z j "i'!I SIDES FROM SLAB TO W I I w ONE LAYER %' PLYWOOD - t' I i I —ONE LAYER 46"GYPSUM I I I I, SLAB V ------A I WALLBOARD APPLIED TO w! (UL U41% CEG B-II-83) I + vPPLIED TO EACH SIDE OF . I a'. I 2 Ys° METAL STUD 16' O.C. j ! EACH SIDE OF 2 Y�" METAL " ACOUSTICAL BATT I I I sruD 16' D.C. o - ----- - -- Z I ... ! Owl I w, INSULATION Q T- i Z z j 2)5" ACOUSTICAL BATT d I ! ! I II' --2k° METAL STUDS SLAB 1 IIJ TO SLAB w METAL STUDS SLAB 1 f z i I Z I �- - @ I6" O.C. w' •+,I w l I J5" STAINED WOOD REVEAL ! -----SCHEDULED BASF. SEE -I L, I �' V j ! TO SLAB @ 16" O.C. ! I ,i ..N AREA OF WORK :3 ' vi ! FLOOR FINISH PLAN FOR - i �: --SCHEDULED BASE..SEE I , ! - - ! w I -, '� O ^t SCHEDULED-BASE. SEE Cf l I � SPECIFICATION. v !.a- FLOOR FINISH PLAN FOR w j ! , 'I w' SCHEDULED BASE. SEE I a i 1 ! I I I f �' -FLOOR FINISH PLAN A-8 s SPECIFICATION FLOOR FINISH PLAN AND CONTINUOUS METAL I 1'�-` I 1 w i I I I , FOR SPECIFICATION w I I j ELEVATIONS FOR w I i I 1 STUD FLOOR RUNNER. u' 1, {IIII �' ,"r. ! / I SPECIFICATION. NO. BY REV1510N DESCRIPTION DATE 1 FIRE RATED SEALANT. a I I! . I FIRE RATED SEALANT tt i I I - �- SEALANT ¢,( d1 .• � j i I I i .___.y�, CONTINUOUS METAL a, '' SCHEDULED FLOOR. SEE w I , STUD FLOOR RUNNER. ---I--T-- - ----'-'- ---- I! w w! I, ! - ----.-SCHEDULED FLOOR. SEE i' vt SCHEDULED FLOOR. SEE 'n -FLOOR FINISH PLAN FOR. N w l ! FLOOR FINISH PLAN FOR N i� FLOOR FINISH PLAN FOR. I I I SPECIFICATION N' ! SPECIFICATION. j III I SPECIFICATION ' I ' 2&° CONTINUOUS METAL ' I I FLOOR. SEE - i i I -- •CONTINUOUS METAL I —�CORUF MUSH N FOR_ yr� j 1 I Y STUD FLOOR RUNNER' STUD FLOOR RUNNER •I: SPECIFICATION. OI STANDARD PARTITION 6' AHG 02 IHR RATED PARTITION p3_ SOUND BATT PARTITION � FABRIC WRAPPED PANEL 1 -- -'-- —"--- `-' ` '- "-'---- C�SCALE: 3'=I'-O° SCALE -0° SCALE-3°=1'- _- O° SCALE,3°=1'-O° ___.UNDERSIDE OF STRUCTURAL SLAB/DECK _ .-_- -..-�---'� --7- _ - ABOVE. - 'i ' 214 STUD BRACE @ 48" `--STRUCTUURALL U RAL SLAB/DECK ----'--r - -- - --- - -- — <' -------= -- ° ! - I) SLAB/DECK ABOVE. SATBOVET DE OF _-_UNDERSIDE OF F O.C. MAX. TIE 70 I. ,�'I R STRUCTURAL'SLAB/DECK '- _ -' --- - --- -- - -- - I� �--< ! I `� _ ,�— 2)z' STUD BRACE @ 48° J� i I �. I 5TRUCTURA!_SLAB/DECK I! t --FIRE RATED SEALANT. - ---^ 1 '"7 O.G. MAX. TIE TO �' ABOVE. -- -- - "'- --- - - ABOVE �.,`-.- I 1 STRUCTURAL SLAB/DECK - -OI I FCG ISSUED FOR PERMIT^ T OB/OI%OB j " I 2- 1/2' CONTINUOUS ABOVE U -- --7Jz" 5"TUD BRACE @ 48" 215 CONTINUOUS METAL II ,! ! `"•, METAL TOP RUNNER. O.C. MAX. TIE TO NO. BY ISSUED TO DATE i 'STUD TOP RUNNER CONTINUOUS METAL i; STRUCTURAL SLAB/DECK 2 LAYERS OF 5/5' I STUD TOP RUNNER I ,I ! I I ABOVE. --" —"--ONE LAYER%' GYPSUM I 5HEETROCK BRAND __ I I ♦ FIREGODE GYPSUM ! ----------ONE LAYER§6" GYPSUM i9! ' WALLBOARD APPLIED TO ' III "II! II -SY° CONTINUOUS METAL rl i I I ' $" METAL ,j_"`! I I WALLBOARD ON BOTH - -'- - I ! --- WALLBOARD APPLIED TO I I !I -----ONE ' EACH SIDE OF 2 I I STUD TOP RUNNER "i. ! STUD 16"O.C. , .!III SIDES FROM BLAB TO ! I 1 EACH SIDE OF 2 Y:" METAL I !' 5LAB I I I - - -------ONE LAYER " GYPSUM . I STUD 16' O.C. i I i ! I --SCHEDULED CEILING. SEE I ',I I (UL U41q, CEG B-II-83) 1 II WALLBOARD APPLIED TO ! I REFLECTED CEILING PLAN I ! •I ! !I !1 -SCHEDULED CEILING SEE I IJ 'J EACH SIDE OF 2$" METAL ' t l I, 11�'.!. ..,1 I i I FOR SPECIFICATIONS e I ! EXISTING SERPENTINE I I! ' -- STUD 16' O.C. - ! HEIGHTS I I II I.r- I' CEILING. REMOVE AND REFLECTED CEILING PLAN - . I I I FOR SPECIFICATIONS 8 _ REINSTALL PANELS; MATCH EXISTING i i I_ i j HEIGHTS { AWN.--` --SCHEDULED CEILING. SEE CONSTRUCTION. o REFLECTED CEILING PLAN COMPLETE j I j I - LL , FOR SPECIFICATION5 8 DAVID A.UDKOW ••� TRIMMED OPENING WITH ACOUSTICAL GATT HEIGHTS .sl WALLCOVERING - INSULATION -+�-- ---J --.--COVER COMPLETE- ARCHITECT 9 ! Q j I ! TRIMMED OPENING WIT14 a z I `9I WALLCOVERING .-`._ ---PAINT EXPOSED + 5HEETROCK CEILING WHITE 1 TWO LAYERS " GYPSUM II001 NORTH 113th WAY $ �No.5134� WALLBOARD APPLIED TO _ SCOTTSDA 55258 EACH SIDE OF 2 Ys" METAL ' a { T 08 ALIGNED TRIMMED OPENING "*- HAWORTH TEMPERED SCALE:3°=I'-O° L anima GT . il' _.. ....._.._..--_ I' STUD 16" O.C. - _._-_..._.__..__..CLEAR 96"GLASS. /H PSG � - � 480.61A.3305E `4 HAWORTH TEMPERED j I. I _ 450.614.0209 FAX I I CLEAR %'GLASS, z F- I ---2" METAL WELDED DOOR V� HAWORTH RECTANG LAP U '��------UNDERSIDE OF - I. d w' I I II I FRAME (STAINED TO PAINTED METAL FRAME L STRUCTURAL SLAB/DECK 3! ? I I I �� MATCH KIMBALL MOCHA , SYSTEM ABOVE. i II z I I I `� ON CHERRY) r7Q1^J . ONE LAYER ° GYPSUM _ ' I " STUD BRACE @ 48" 353 GEORGES ROAD _SHIM AND BLOCK AS _ L, WALLBOARD APPLIED TO 7AYTON,. NJ 00010 [°f'',p II 'I"I i1' O.C. MAX. TIE TO _ X2" METAL STRUCTURAL SLAB/DECK ®� 32.274.9540 REQUIRED IF EACH SIDE OF 2 -HAWORTH RECTANGULAR O IS i! I i ABOVE 732.274.1372 FAX w I O I I II I -- p l ° STUD 16" O.C. PROVIDE I j 'I PAINTED METAL FRAME 1-, " ----SCHEDULED DOOR..SEE ¢6i '' STEEL POST MOUNTED TO I I ' I ' U "'" s _ __ ®® AN INTERIOR FACILITY PLANNING SERVICE 'j SYSTEM w DOOR SCHEDULE PLAN FOR SLAB FOR OPEN ENDED s i ! ! ! j -2Ys"CONTINUOUS METAL DOOR SPECIFICATIONS. DRYWALL PARTITION AT ! I I I I STUD TOP RUNNER w I I I , ENTRY. (SEE STEEL POST I I I I -_-- PROJECT NAME, - i 1 2 I DE7AIL04 ON SHEET AB) i I I I V �UB.S SCHEDULED FLOOR SEE 'I - - --- I -'--ONE LAYER GYPSUM I — ` I WALLBOARD APPLIED TO i ---- --- 1471 IYANOUGH ROAD FLOOR FINISH PLAN FOR w' I I I SPECIFICATION. m K I !I _.--,- _ EACH SIDE OF 2$" METAL 8 I FASTEN METAL RUNNER HYANNIS, MA 02601-I862 SECURELY TO SLAB I I ! STUD I6" O.G. I ---SCHEDULED CEILING. SEE I I ,I �yI 11 ---- SCHEDULED BASE (SEE I I - I �� REFLECTED CEILING PLAN bRAWING TITLE. FLOOR FINISH PLAN FOR FOR SPECIFICATIONS t DETAILS --SCHEDULED FLOOR SEE -. m ! 1 I BASE SPECIFICATION) i I I HEIGHTS FLOOR INISH PLAN FOR I III I II , II PROJECT NO.+ 200829 NORTH FLOOR NO. DWG, NO. F I� SPECIFICATION. -.- ., I-.__ 1 I LI L - DATE: p ) _ .L �._ I __ ---COVER COMPLETE' 7/OI/00 _ / III _._ _U U5F+ I TRIMMED OPENING WITH _ 1,700 �-�---,� 2 A7 WALLCOVERING SF/PP, 170• _ +. DRAWN BY+ - 05 HAWORTH SIDELIGHT NO: 100520 06 WELDED METAL DOOR FRAME WITH WOOD CLADDING 0 HAWORTH SIDELIGHT ON LOW WALL TRIMMED OPENING 4" PARTITION CHECKED BY: pqU WIRE CODE' uo27 SCALE: 3°-1'-O" --._ -_ _ SCALE< 3=I-0 - SCALE, 3'-1'_0, 16 SCALE+ 3°=I'-O° SCALE+ AS INDICATED SHEET+ 07 _ OF OB ' COORD. DEPTHS W/ ONSTRUCTION PLAN PROVIDE METAL L-BRACKET I --- PLYWOOD BACK WITH WHITE NOTE: LOCATE STIFFENERS AS CL05E TO ,. --'--- FOR ADDITIONAL SUPPORT. _ THE PARTITION AS . .:, - .,._• .. EOV PROVIDE CLEATS AND PRACTICAL ND OF T 7�-�K-� k " PARTICLE BOARD WITH 1 g �,OCKING AS REQUIRED -. ___-2"X 2" 14 GA. STEEL TUBE WELDED TO PLASTIC LAMINATE FINISH. I ) .--- PARTICLE BOARD SHELVES WITH �, "- METAL PLATE V L !- - _ ;� MELAMI E FINISH MOUNTED WHITE N - _ ON ADJUSTABLE STANDARD _-- _ �{ G1.1 'ZZDI "--� '- ➢RAGK=TS AND SHELF CLIPS I -T�F.__ E.LOW WALL CAP PROFILE THIS ---Y+° METAL BOLTED 70'SLAB, NYANNI , USETTS O I --_PROVIDE P-LAM FILLER 1�M S M SSA m ! -.�I SHEET PROVIDE DRILLED EXPANSION ANCHORS. Q 4" REVEAL AS REQUIRED. PARTICLE BOARD WITH PLASTIC - LINE OF SUB FLOOR I ftt w LAMINATE FINISH ON BOTH'51DES j ----------I�---------PROVIDE P.LAM SUPPORT Q• I , AND ALL EDGES ON CONCEALED --ONE LAYER�"GYPSUM WALLBOARD /•, II PANEL AS REQUIRED FOR I SELF TIC CA HINGES WITH APPLIED TO EACH SIDE OF 2 Yp" KEY PLAN SUPPORT �+ MAGNETIC CATCHES. METAL STUD 16" O.C. PROVIDE ---CAM LOCKS (VERIFY W/ELEV) STEEL POST MOUNTED TO SLAB NOTE: (4) REQUIRED (GC TO VERIFY) FILES / ( MIFCTR:TIMBERLINE LOCK LTD I' FOR OPEN ENDED DRYWALL (N.LC) ;) --SCHEgULED BASE(SEE ! / SPEC: CB-I84 (SATIN NICKEL) PARTITION AT ENTRY. (SEE STEEL .-2'x 2" 14 GA. STEEL TUBE WELDED TO t I 1 1( BASE SPECIFICATION) OR �I ! LOCK PBUGC LPN7D00 BODY NICKEL POST DETAILTH15 SHEE ) METAL PLATE FLOOR FI F I ) itHIRE PULL5 1 - al ! MANUFACTURER: WAGER HINGES "-P"R�ETAL PLATE BOLTED TO SLAB, I L____L..,__._.__.__.1 w , --FASTEN-METAL RUNNER SECURELY PROVIDE DRILLED EXPANSION ANCHORS. >I ONLY WHERE INDICATED SEE ELEVATIC 70 SLAB NOS FT F INSTALL COUNTER - /� '--SEE PLAN FOR PARTITION TYPES -. -TOPS AFTER FILES ARE IN PLACE. -------- '-SPEC: 305D-4" (SATIN CHROME) - .--SCHEDULED BASE (SEE FLOOR PLAN �� FINISH PLAN FOR BASE NOTE: GC TO PROVIDE SUPPORT AT EACH SPECIFICATION) - - LOW WALL LOCATION OI PLASTIC LAMINATE COUNTER TOP PLASTIC A-11 02- L HATE UPPER CABINETS 03 LOW WALL PARTITION SCALfi I°el'-O° SCALE: I°= - .. I'-0° SCALE: 1°=r-o° O STEEL_ POST DETAIL ..i SCALE, 1°=1'-0. SPECIFIED .1 .— —^�- -.T---- (DIMENSION, - - FLOOR• -SLAB . -1 PLENUM SPACE �—METAL ---- -- -- I `ELECTRICAL CONTRACT OR AREA OF WORK I._J I I FRAMING I TO LEAVE CONTINUOUS PULL �'N / STRING IN CONDUIT - r-GG TO COORDINATE " 1 � 6" CL - •' ��--i--"+ I I !,- PROVIDE l�" CONDUIT II `\ ----__�-' -SET IN SLAB FOR I —CEILING THE INSTALL OF I I BRACKET TO ASSURE I i -' I - __J I I I.. HOLD DIMENSIONS ------!- .- CABLE ROUTING REVISION DATE INDCIATED OUTLET ia° POWER CONDUIT Z. BRIDGING I CONDUIT I I.D. o --- ---. Q I I TELE/ IG (CADDY a: o --- DATA I I ttT5GBl6) - W---__�_ _L__—L ' ` .� - .i .. ___.., __ _. ------------- ELEC` FLOOR MOUNTED DATA -- LOCATION 1 -'CADDY' ADJ. WALL I CONV. WAIL BASE BRACKET (ttT5G816) = 1 l Y . I I _ _L_._ � TYPICAL OUTLETS AT I -1 . _ 1 GWB CONSTRUCTION ALL RECEPTACLE FINISHES TO BE WHITE I.D BEND FLOOR -SLAB I.D.C PLENUM SPACE - --PROVIDE I° ONDUIT I ------ - --- 05 BACK TO BACK OUTLET DETAIL 06 TYPICAL OUTLET ELEVATION -4 ---L-----. --- + �� FLOOR MOUNTED OUTLET ENLARGEMENT 08 FLOOR MOUNTED OUTLET ROUTING -- `J SCE,3°=I'-0° SCALE..,TO SCALE - ------ AL J---� — - 5CAL6 3°dl.-0" SCALE, 3/B°=I'-0° .. ... -.. . I; �-- - - r-WRAP WALL COVERING TO - !CENTER OF PARTITION ......ALIGN...i..-AND HEADER ABOVE I I CARPET TRANSITION TO -- OI T FGG ISSUED FOR PERMIT - —'-05/01/05 BE CENTER OF DOOR i I � NO. BY ISSUED TO DATE WAWORTH 'ENCLOSE' BUTT' RRIDOR SIDE HINGE DOOR FRAME LL' SHEETROCK' - -!_ WALL ALIG}J HAWORTH "ENCLOSE" METAL SYSTEM HAWORTH CLEAR GLASS -'_I"�f 4" SHEETROCKi wnu . A I I DAVID XDKOW _ ®, ARCHITECT 10 (HORIZONTAL SEC. NAWORTH W/WALLGOVERING uael NORTH 113th WAY dND.5134 FIORIZONTALSEG. NAWORTH DOOR/CARPET TRANSITION a S501 NORTH 1 AZ 85258 SCALE,3°=F_p" SCALE,3"=I'-0° ■ 450.614-33B5 480.614.0209 FAX '® SOS 353 GEORGES ROAD ❑® DAYTON, NJ OBBIO. 732.274372 . 2.274372 FAX lip73 AN INTERIOR FACILITY PLANNING SERVICE PROJECT NAME, TUBS 1471 IYANOUGH ROAD HYANNIS,,MA 02601-1862 DRAWING TITLE+ DETAILS PROJECT NO._ 200829 _ NORTH FLOOR NO. DWG. NO. . - DATE,— 07/0I/05 _ _ Aqq UBS PROD. NO, 100520 _- ' CHECKED BY- AU ----- .WIRE CODE, _yU027 - SCALE,- -- A5 INDICATED _SHEET, OB- OF 05 - "�• 15000 HEATING,VENTILATING,AND AIR CONDITIONING SPECIFICATIONS 1.03 EOUIPMEW SUPPORT 1.04 OPERATION,MAINTENANCE MANUALS AND INSTRUCTIONS 15500 AIR DISTRIBUTION DEVICES - rHE ENTIRE MECHANICAL INSTALLATION SHALL CONFORM TO THE FOLLOWING A. SUPPORT CEILING MOUNTED EQUIPMENT,DUCTWORK FROM BUILDING I FURNISH TO CLIFFORD DIAS ENGINEERING P.E.•P.C.FOUR(4)BOUND AND _ T NOTES AND SPECIFICATIONS. STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER. WHERE OVERHEAD INDEXED COPIES OF THE FINAL gPPROVED INSTALLATION,OPERATIONS AND 1.01 DIFFUSERS.GRILLES AND ACCESSORIES vD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS AND EQUIP- MAINTENANCE MANUALS FOR NEW EQUIPMENT AND STEMS. A. DIFFUSERS AND GRILLES SHALL BE AS FOLLOWS: �i1 I 15D10 MECHANICAL GENERAL PROVISIONS - MENT,PROVIDE ADDITIONAL STEEL FRAMING, 1.01 GENERAL B. THE MANUAL SHALL PROVIDE OETARED INFORMATION ON THE APPROVED TYPE DESCRIPTION - NYANNIS MASSACHUSETTS 2,01 IDENTIFICATION INSTALLATION,OPERATION AND USE,TROUBLESHOOTING,PARTS LIST, 1 LUBRICATION AND PERIODIC MAINTENANCE,TOGETHER WITH THE SOURCE OF A. MATERIALS AND WORKMANSHIP,UNLESS OTHERWISE NOTED, SHALL BE IN A. NAMEPLATES:PROVIDE 'NAMEPLATES (FASTENED WITH EPDXY CEMENT)ON R P co KRUEGER SQUARE CEILING DIFFUSER WITH REMOVABLE CORE MODEL ACCORDANCE WITH BUILDING STANDARDS.ALL MATERIALS AND EOUIPMENT TO E UCEMENT PARTS AND SERVICE FOR THE ITEMS OF EQUIPMENT AND THE SPLO FOR LAY IN T-BAR CEILING.CONTRACTOR REMOVABLE BE NEW UNLESS OTHERWISE NOTED. MAJOR EQUIPMENT ITEMS INDICATING UNIT NUMBER. SYSTEMS COVERED,INCLUDING ELECTRICAL EQUIPMENT,DEVICES AND SYSTEMS. COORDINATE BORDER TYPE WITH ARCHITECTURAL DRAWINGS. B. ALL APPLICABLE CODES,LAWS AND REGULATIONS,GOVERNING OR RELATING 15030 TESTING,BALANCING AND ADJUSTING C. THE MANUAL SHALL INCLUDE'AS-BUILT'RECORD DRAWINGS AND ALL BALAN- CG RETURN GRILLES SHALL BE KRUEGER MODEL S5BOIa FOR LAY IN T--BAR TO ANY PORTION OF THIS WORK.INCLUDING UTILITY COMPANY RULES AND 1.01 GENERAL CING REPORTS. CEILING(45-DEFLECTION).CONTRACTOR SHALL COORDINATE REGULATIONS AND OSHA REQUIREMENTS ARE HEREBY INCORPORATED INTO AND BORDER TYPE WITH ARCHITECTURAL DRAWINGS. MADE A PART OF THESE SPECIFICATIONS.THESE PROVISIONS SHALL BE A. AIR SYSTEM BALANCING SHALL BE PERFORMED BY AN INDEPENDENT ORGANIZATION D. CONTRACTOR SHALL INCLUDE FOR FOUR HOURS FOR THE INSTRUCTION OF CARRIED 01R BY THE CONTRACTOR WHO SHALL INFORM THE OWNER.PRIOR TO CLIENT'S PERSONNEL AND THE BUILDING ENGINEERS IN THE OPERATION OF $UBMITTLNC A PROPOSAL,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY Of SPECIALIZING 1N SYSTEM BAWJCING AND PROCEDURES WINING AT LEAST THE SYSTEM. B. FINISH FOR DIFFUSERS AND GRILLES SHALL BE BAKED ENAMEL CLIFFORD DIMS P.E.,P.C. THE LAWS AND REGULATIONS.ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH FIVE(5)YEARS EXPERIENCE AND SHALL BE ASSOCIATED AIR BALANCING TO MATCH COLOR SAMPLE AS APPROVED BY ARCHITECT. - - CONSULTING ENGINEERS VIOLATIONS SHALL BE CORRECTED BY THE CONTRACTOR. COUNCIL CERTIFIED, 13100 SHEET METAL WORK C. ALL OFFUSERS SHALL BE FURNISHED WITH EOUALIZING GRIDS AND OPPOSED B. TEST AND BALANCE WAG AIR SYSTEMS TO WITHIN.107„-59.OF DESIGN 1.01 STANDARDS BLADE DAMPERS. 7 De Street-Suite 1601,New York,NY 10007 C. CONTRACTOR BIDDING THIS JOB SHALL VISIT AND INSPECT THE JOB SITE Y FLOWS. TO BECOME FULLY KNOWLEDGEABLE OF EXISTING CONDITIONS PRIOR TO SUB- - 45600 EQUIPMENT TBI:212.608.4811 Fe%:212.267.0622 MITTING HIS 810.CONTRACTOR SHALL COORDINATE THE SITE VISIT WITH A. EXCEPT AL OTHERWISE NOTED.ALL DUCTWORK AND OTHER SHEET METAL C. PERFORM TESTS PER AABC NATIONAL STANDARDS OR EQUIVALENT NEBB - WORN SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION-0F THE EHTIBII:MB(I@DIBSEITg.wm BUILDING MANAGEMENT AND/OR OWNEFLREPRESENTATIVE TOR$HULL ASK THE'BUILDING HAVE METHODS. RECORD DATA ON STANDARD AABC OR NEBO FORMS. SHEET METAL AND AIR CONDITIONING NATIONAL ASSOCIATION,INC." 1.00 MOTORS MANaGEMEW AND/OR OWNERS REPRESENTATIVE ANY QUESTIONS HE MAY HAvE (SMACNA). "HVAC DUCT CONSTRUCTION STANDARDS-MANUAL. DUCTWORK A. ALL MOTORS SHALL BE AS PER NEMA STANDARDS WITH NEMA SERVICE PERTAINING TO BUILDING STANDARDS AND EXISTING CONDITIONS THAT PRO- Q ADJUSTMENTS AND TESTS SHALL BE MADE UNDER SIMULATED MAXIMUM LOAD SHALL BE GALVANIZED SHEET STEEL UNLESS OTHERWISE NOTED,HIBIT THE PROPER INSTALLATION OF HIS WORK AS PER PUN AND SPECIFI- CONDITIONS. FACTOR RATINGS. CATION. E. MARE ALL REQUIRED ADJUSTMENTS TO EXISTING AIR SYSTEMS UNTILL ALL 13. MINIMUM DUCTWORK STATIC PRESSURE CONSTRUCTION SHALL BE 2-W.C.. B. TYPE OF ENCLOSURE SHALL BE AS REQUIRED FOR SPECIFIC APPLICATION. KEY PLAN 1.02 NEW WORK SPECIFIED PERFORMANCES ARE MET.BEFORE COMMENCEMENT OF CONSTRUCTION, DUCTWORK STATIC PRESSURE CONSTRUCTION SHALL BE 4-W.G.FOR r TEST EXISTING EQUIPMENT TO ESTABLISH OUTPUT,ETC.SUBMIT CERTIREr` OPERATING PRESSURE ABOVE 2-W.G.BUT NOT EXCEEDING 4-W.G. ALL 1.01 MAGNETIC STARTERS A. INSTALL ALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, DUCTS SMALL BE SEAL CLASS W.MAINTENANCE AND REPAIR. A. PROVIDE COMBINED UNFUSED DISCONNECT SWITCH ACROSS-THE-LANE -' C. UNEQUAL ELBOWS ARE NOT ACCEPTABLE,EXCEPT RADIUS BRANCH DUCTWORK MAGNETIC STARTERS FOR ALL MOTORS WITH HOA SELECTOR SWITCH.PILOT B. PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO WITH THROAT. - LIGHTS AND AUXILIARY CONTACTS AS REQUIRED FOR INTERLOCKING AND ENSURE MINIMUM INTERFERENCE WITH REGULAR OPERATION OF EXISTING FA- REMOTE START/STOP. CIUTIES.ALL SYSTEM SHUTDOWNS AFFECTING OTHER AREAS SHALL BE COO- D. DUCTWORK UPSTREAM OF VARIABLE VOLUME DEVICES SHALL BE PRESSURE RDINATED WITH BUILDING OWNER AND BUILDING MANAGEMENT. PROVIDE CUSS 4 IN.W.G. 1.02 ELECTRICAL CHARACTERISTICS VOLUME DAMPERS OR TEMPORARY DUCT CAPS AT DUCT CONNECTIONS TO ON AND CALIBRATION,REPORT DEFIC- MINIMIZE SHUTDOWN TIME. IENCIE$WHICH CANNOT BE CORRECTED. MARK AND LOCK DAMPERS AT THEIR 1.02 FLEXIBLE DUCTS - A. IT SHALL BE THE RESPONSIBILITY OF.THIS CONTRACTOR TO ENSURE THAT THE PROPER POSITION. VOLTAGE AND CURRENT CHARACTERISTICS OF THE ELECTRICAL EQUIPMENT FURNISHED " C. CONNECT NEW WORK TO EXISTING IN NEAT AND APPROVED MANNER.RESTORE A. SHALL BE SIMILAR TO CLEVAFLEX TYPE 12FV WITH 1'THICK INSULATION BY HIM SHALL BE SUITABLE FOR THE ELECTRICAL SERVICES AS SPECIFIED. )Q EXISTING WORK DISTURBED WHILE INSTALLING NEW WORK TO ACCEPTABLE B. ADJUST,TEST. AND CONFIRM DESIGN AIR FLOW RATES, AND SHALL CONFORM TO Vl 181 AND NFPA BULLETIN 90A.THE FUEL CONDITION AS DETERMINED BY OWNER AND BUILDING MANAGEMENT PRESSURES,TEMPERATURES,AIR QUANTITIES,EQUIPMENT SPEED- - CONTRIBUTED AND SMOKE DEVELOPED SHALL NOT EXCEED 50 AND FUME 1.03 VARIABLE AIR VOLUME TERMINAL UNITS W/ELECTRIC HEAT(VAV) AND MOTOR AMPERAGES FOR EACH SEGMENT BRANCH,AND COMPONENT OF EACH SPREAD SHALL NOT EXCEED 25, D. DISCONNECT,REMOVE AND/OR RELOCATE EXISTING MATERIAL,EOUIPMEW SYSTEM. A. VAV UNITS SHALL BE KRUEGER MODEL.PRESSURE INDEPENDENT WITH _ INKIRF AND OTHER WORK AS NOTED OR REQUIRED FOR PROPER INSTALLATION OF NEW B. MAXIMUM LENGTH SHALL NOT EXCEED THREE(3)F U H aWINN FEET. A. INSULATION CONFORMANCE WITH NFPA 90A AND UL WITH AIR SYSTEM.TURN OVER TO OWNER OR DISPOSE OF ALL REMOVED EQUIPMENT AS C. VERIFY THAT DIFFUSER DISCHARGE PATTERNS HAVE BEEN PROPERLY SET. REGULATORS..FACTORY CALIBRATED FOR MINIMUM AND MAXIMUM FLOW AND REQUIRED BY OWNER. - AIR FLOWS SHALL BE BALANCED WITH VOLUME DAMPERS INSTALLED IN BRANCH C. FLEXIBLE DUCTWORK SHALL ONLY BE PERMITTED BETWEEN DUCTWORK AND DUCTWORK.OPPOSED BLADE DAMPERS(OBO)IN THE DIFFUSERS SHALL BE SET SUPPLY DIFFUSERS. FACTORY MOUNTED ACTUATORS AND DOC CONTROLS.MIN.AND M . t.03 SITE VERIFICATION AX IN THE FULLY OPEN POSITION DURING BALANCING.AFTER THE MAIN SYSTEM AIR FLOWS SHALL BE CLEARLY INDICATED ON UNIT.PROVIDE WITH WALL MOUNTED IS BALANCED WITHIN UMITS'SPECIFIED ABOVE.080 CAN BE USED FOR 1.03 SOUNDLINED DUCTWORK THERMOSTAT. MODELS AND RATINGS AS PER SCHEDULE.- N AREA OF WORK A. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED AND MINOR ADJUSTMENTS. -ASCERTAIN B. ELECTRIC HEATER SMALL BE PROVIDED WITH PRIMARY AIR DEVICE.MANUAL WHEN NECESSARY EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN CR- A SQUNDUNING SHALL BE ARMACELL FIBER FREE LINER,MIN. 1.5 LB.DENSITY, RESET THERMAL SAFETY CUT OUT.FUSES.AIR FLOW SWITCH VI PROVE AVAILABLE A SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH RESTRICTED SPACES D. SET MAXIMUM AND MINIMUM CFM SET POINTS ON ALL NEW FPS/VAV 1"THICKNESS,MAX.0.25 K FACTOR AT 75 F, MEAN TEMPERATURE AND MUST AIRFLOW OVER HEATER ELEMENT, DISCONNECT SWITCH WITH INTERLOCKING E. FROM BUILDING OWNER AND TENANT AT WHAT TIMES BOXES PER DESIGN MAXIMUM AND MINIMUM CFM SCHEDULED ON DRAWINGS. HAVE A MAXIMUM WATER VAPOR TRANSMISSION RATE OF 0.0 PERM-IN(FLAME AN DAY EQUIPMENT COULD BE MOVED THROUGH CERTAIN RESTRICTED AREAS. DOOR HANDLE ON PANEL AND HEAT STAGES ENERGIZED INTERNALLY. ANO REVIEW WITH OWNER PUNNED APPROACH FOR ANY REQUIRED EQUIPMENT - SPREAD 1E55 THAN 25,SMOKE DEVELOPED LESS THAN 50 ' RIGGING INTO BUILDING. E. DETERMINE REQUIRED MINIMUM STATIC PRESSURE SET POINT OF BASE BULL- C. CONTROL VENDOR SHALL SUPPLY DOC CONTROLS TO VAV MANUFACTURER. NO. BY REV15ION DESCRIPTION DATE DING AIR HANDLING UNIT(S) TO ENSURE THAT DESIGN AIRFLOWS ARE 8. APPLY LINING WITH ADHESIVE OVER ENTIRE SURFACE AND SECURE WITH CONTROLS SHALL BE FACTORY MOUNTED. - B. ALL DUCTWORK ARE SHOWN DIAGRAMMATICALLY AND DO NOT ATTAINED.INFORM BUILDING OPERATOR OF THIS REQUIRED SETTING. WELD PINS SPACED 16"ON CENTERS. COAT EOCES WITH SEALER AND PROVIDE SHEET METAL EDGE PROTECTORS.SEALER SHALL BE IN 1.04 FAN POWERED BOXES(FPO) SHOW ALL OFFSETS,DROPS AND RISES OF RUNS.THE CONTRACTOR SHALL 1.03 SUBMITTALS CONFORMANCE WITH NFPA 90. PROVIDE 1•SOUNDLINING FOR MIXED AIR ALLOW IN HIS BID FOR ROUTING OF DUCTWORK TO AVOID OBSTRUCTIONS.EXACT LOCATIONS SUBJECT i0 APPROVAL. A. PREPARE REPORT,INCLUDING FORMS AND SUBMIT FOR REVIEW AND RELIEF AIR PLENUMS AND SUPPLY AIR PLENUMS AT SLOT DIFFUSER. - A. FPB UNITS SHALL BE KRUEGER MODEL PRESSURE INDEPENDENT.SERIES TYPE GALVANIZED STEEL.UNIT CASING INTERNALLY LINED WITH FIBER FREE C. DURING THIS INSPECTION THE CONTRACTOR FINDS ANY OBSTRUCTION OR C.. DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. SOUNDLINING. UNIT SHALL BE COMPLETE WITH LINKAGE AND REGULATORS INTERFERENCE THIS THAT MAY PROHIBIT THE PROPER INSTALLATION ON OBSTRUCTION HIS WORK B. ALL SUBMITTALS SHALL INCLUDE ADEQUATE DESCRIPTIVE LITERATURE,CATALOG CENTRIFUGAL FAN.FAN MOTOR,UL-LISTED ELECTRIC HEATER.ECM MOTOR, IN IF TO MAKE IT KNOWN TO THE BUILDING MANAGEMENT AND/ORIS OWNER CUTS,SHOP DRAWINGS AND OTHER DATA NECESSARY ASCERTAIN THAT THE PROPOSED 1.04 FLEXIBLE CONNECTIONS DISCHARGE DUCT CONNECTIONS,PLENUM INLET SOUND ATTENUATORS, EQUIPMENT AND MATERIALS COMPLY WITH SPECIFICATION REQUIREMENTS.CATALOG DOC CONTROLS.ACCESS PANELS AND THREE SPEED FAN SWITCH.MODELS AND AND TENANT BEFORE AND AT THE TIME OF SUBMITTING HIS PROPOSAL. CUTS SUBMITTED FOR APPROVAL SHALL BE LEGIBLE AND SHALL CLEARLY IDENTIFY A. NEOPRENE-COATED GLASS FABRIC,30 OZ.PER SO.YO WITH SEWED AND RATINGS AS PER SCHEDULE. - D. BY SUBMISSION'OF THE BID IT IS UNDERSTOOD THAT SUCH INSPECTION HAS EOUIMENT BEING SUBMITTED. CEMENTED SEAMS.SIMILAR TO VENT FABRICS,PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL EQUIPMENT AND DUCTWORK. B. ELECTRIC HEATER SHALL BE PROVIDED WITH PRIMARY AIR DEVICE,MANUAL BEEN MADE AND INCLUDES ALL THE MATERIALS AND REQUIRED RELOCATION, C. SUBMIT EACH SECTION SEPARATELY AND INCLUDE THE FOLLOWING: RESET THERMAL SAFETY CUT OUT,FUSES.AIR FLOW SWITCH TO PROVE FOR ALL WORK." INFORMATION WHICH CONFORMS TO CONTRACT REQUIREMENTS.INCLUDE THE 2.01 DEVICES - - - AIRFLOW OVER HEATER ELEMENT.DISCONNECT SWITCH WITH INTERLOCKING ' E, WHEN CONFLICTS OCCUR IN THE SPECIFICATIONS OR IN THE DRAWINGS OR MANUFACTURER'S NAME,MODEL OR CATALOG NUMBERS.CATALOG INFORMATION. DOOR HANDLE ON PANEL AND HEAT STAGES ENERGIZED INTERNALLY. .-.. , BETWEEN EITHER,PROVIDE THE ITEM OF GREATER QUANTITY OR HIGHER COST. TECHNICAL DATA SHEETS.SHOP DRAWINGS.PICTURES, NAMEPLATE DATA AND A. VOLUME DAMPERS: _TEST REPORTS AS REQUIRED. 1.SAME MATERIAL AS DUCT,PER SMACNA,EXCEPT PROVIDE BEARING C. THERMAL INSULATION AND SOUNDLINING SHALL BE UL LISTED AND MEET F. PROVIDE ALL ITEMS OF LABOR OR MATERIALS NOT SPECIFICALLY INDICATED, AT ONE END OF DAMPER ROD AND QUADRANT,WITH LEVER AND NFPA90A AND UL181. MINIMUM AND MAXIMUM AIR FLOW SETTING SHALL BE BUT REQUIRED TO COMPLETE THE INTENDED INSTALLATIONS, 15040 MAINTENANCE LOCKSCREW AT OTHER END. FOR INSULATED DUCTS.QUADRANTS FACTORY CALIBRATED AND LABELED WITH ADJUSTABLE SET POINTS AND . - MOUNTED ON COLLAR TO CLEAR INSULATION,INSTALL WITH LEVERS CALIBRATION CHART PROVIDED AT EACH UNIT. 1.04 COORDINATION BETWEEN TRADES 1.01 SERVICE CONTRACT ACCESSIBLE. BALANCING DAMPERS SHALL BE THE OPPOSED BLADE TYPE. 2.PROVIDE VOLUME DAMPERS ON EACH SUPPLY(EXCEPT UPSTREAM OF VAV D. FOR EACH UNIT PROVIDE VIBRATION ISOLATOR KIT. A. THIS CONTRACTOR 6 RESPONSIBLE FOR FIELD CONDITIONS AND FIELD AND THIS CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR START-UP TERMINALS).RETURN.AND EXHAUST DUCT TAKE-OFF.AND AT EACH COORDINATION WITH ALL OTHER TRADES. AND 24 HOUR/DAY SERVICE WITH A MAXIMUM RESPONSE TIME OF 4 HOURS TAKE-OFF TO REGISTER.GRILLE OR DIFFUSER. E. CONTROL VENDOR SHALL SUPPLY DOC CONTROLS TO VAV MANUFACTURER. AND QUARTERLY PREVENTIVE MAIWENANCE(4 MAINTENANCE INSPECTIONS 3.NOTE:ALL REQUIRED VOLUME DAMPERS MAY NOT BE INDICATED ON CONTROLS SHALL BE FACTORY MOUNTED. _ 2.01 DEMOLITION AND REMOVAL A YEAR)FOR A PERIOD OF ONE YEAR FOR ALL NEW EQUIPMENT,AS DRAWINGS BUT DAJAPERS SHALL BE PROVIDED AS NECESSARY FOR INDICATED UNDER"EQUIPMENT-.THE COST OF THIS SHALL.BE INCLUDED BALANCING. SPUTTER DAMPERS,AND EXTRACTORS(ADJUSTABLE 15700 AUTOMATIC CONTROLS A. CONTRACTOR S14ALL ERECT AND MAINTAIN BARRIERS TO PROTECT ADJACENT IN THIS CONTRACT. TURNING VANES WITH PARALLEL BLADES)SHAD NOT BE USED AS A\ AREAS FROM DUST AND DEBRIS DURING DEMOLITION AND CONSTRUCTION. BALANCING DEVICE. 1.00 GENERAL 8. THIS ONE YEAR MAINTENANCE CONTRACT SHALL INCLUDE.BUT IS NOT B. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BUILDING REGULATIONS LIMITED TO THE FOLLOWING WORK: B. TURNING VANES:GALVANIZED STEEL,DOUBLE THICKNESS VANES WITH A. MECHANICAL CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED AND IN QUALITY WORKMANSHIPLIKE MANNER. MINIMUM 2-INSIDE RADIUS. ALL SQUARE ELBOWS SHALL HAVE TURNING AUTOMATIC CONTROLS CONTRACTOR. 1. LUBRICATE.MOTORS. VANES. 1 _ C. ALL EXISTING WORK NOT INDICATED FOR DEMOLITION SHALL BE PROTECTED 2. CHECK OPERATION OF THERMOSTATS AND MAKE CORRECTIONS REQUIRED. B. THE INTENT OF THIS SECTION IS TO DESCRIBE THE COMPLETE FUNCTIONAL FROM DAMAGE.IF EXISTING WORK IS DAMAGED, CONTRACTOR SHALL MAKE 3. REPLACE RETURN AIR FILTERS. 15300 INSULATION CONTROL OF ALL MECHANICAL EQUIPMENT.SYSTEMS AND DEVICES OF THE REPAIRS USING SAME MATERIALS AT THE CONTRACTOR'S COST, 4. CHECK AND TIGHTEN ELECTRICAL CONNECTIONS. PROJECT. THIS CONTRACTOR IS TO FURNISH AND INSTALL AS REQUIRED 5. CHECK CONTROLS AND MAKE CORRECTIONS IF NECESSARY.. 1.01 GENERAL ELECTRICALECTRONIC/00C CONTROLS,ALL NECESSARY COMPONENTS,CONTROL D. CONTRACTOR SHALL TARE PRECAUTIONS AGAINST DAMAGING OR DISRUPTING 6. CHECK FOR NOISE AND VIBRATION. WIRING,INTERLOCK WIRING,CONTACTORS,RELAYS,CONTROL TRANSFORMERS, BUILDING SYSTEMS.WIRING OR CONTROL TUBING FOR THE TENANTS ABOVE 7. CHECK CURRENT(AMPERAGE)DRAW OF ALL MOTORS. A. ALL INSULATION MATERIALS INCLUDING JACKETS.FACING,ADHESIVE, ALARMS,CONTROL VALVESETC. TO ACHIEVE THE DESIRED CONTROL OPERATION OR BELOW. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT THE COATING AND ACCESSORIES SHALL BE FIRE AND SMOKE HAZARD RATED AND FOR THE AR CONDITIONING SYSTEMS. CONTRACTOR'S COST. 1.02 GUARANTEE - - LISTED BY UNDERWRITERS LABORATORIES INC.AND COMPLY WITH UL 723 A. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR EXCED M E_504 ANDTMFLAMEEL CONTRIBUTED SPREAD SHALL NOT EXCEED 25 ELOPED SHALL NOT C. CONTROL2-DIM.WIRING: SNAIL BE COPPER INSTALLED W EMT CONDUIT(MIN. E. PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH 0 DEBRIS / ) I CD 155UED FOR BID PERMIT 08.OI.FJB FROM THE BUILDING AND SITE.COORDINATE ALL DEMOLITIONS AND REMOVALS PROMPTLY,AND ASSUME FULL RESPONSIBILITY OF All EXPENSES INCURRED WITH BUILDING MANAGEMENT.PROTECT ALL WORK NOT SLATED FOR DEMOLITION. FOR,ANY WORKMANSHIP AND/OR EQUIPMENT IN WHICH DEFECTS OCCUR - 1.02 DUCTWORK INSULATION 1.01 VAV TERMINAL UNITS W/ELECTRIC HEAT WITHIN ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. NO. BY ISSUED TO DATE 3.01 CUTTING AND PATCHING A. INSULATE ALL NEW DUCTWORK EXCEPT WHERE SOUNDLINING NINC 15050 SUBMITTAL DATA 6 OF MINIMUM THICKNESS SPECIFIED FOR INSULATION. A. IN NORMAL MODE.ROOM THERMOSTAT SHALL CONTROL THE VAV PRIMARY A. THIS CONTRACTOR SHALL INCLUDE FOR ALL CUTTING AND PATCHING AS TEMPERATURE DAMPER AND DUCT HEATER L SEQUENCE TO MAINTAIN SPACE REQUIRED BY HIS TRADE. 1.01 COORDINATION B.' DUCTWORK SHALL T,MAXIMUM WITH 2.3-THICK 375 PCF DENSITY TEMPERATURE OF 74AI (DAM ELECTRIC HEATER MINIMUM E ENERGIZED ONLY GDS FIBERGLASS BLANKET,MAXIMUM 0.IE K-FACTOR AT 75 F MEAN WHEN VAV PRIMARY AIR DAMPER RUCHES ITS MINIMUM SETTING. ■ 555 GEORGES ROAD B. THIS CONTRACTOR SHALL 8E RESPONSIBLE FOR ALL CUTTING, FITTING. A. ALL SCALE RRAWI D EQUIPMENT LAYOUT OHALL TE SUBMITTED ED TEMPERATURE WITH FACTORY APPLIED FAIL-SCRIM-KRAFT-FACING. VAPOR 8. CONNECT DIRECT DIGITAL CONTROLLER(DOC)TO BUILDING'S ENERGY DAYTUN, NJ 08810 PATCHING.WATERPROOFING, DUCTWORK, EQUIPMENT. FLASHING THAT MAY BE TRADES.SCALE DRAWINGS AND SHALL BE COORDINATED AND STAMPED BY ALL SEAL IS REQUIRED. MANAGEMENT SYSTEM(BINS). FINAL TIE-IN SHALL BE PERFORMED ,❑ 732,274.9540 REQUIRED TO SUPPORT THE DUCTWORK,EQUIPMENT,ETC. TRADES.SHOP DRAWINGS SHALL SHOW LOCATION OF ALL NEW AND EXISTING C. THIS CONTRACTOR SHALL COORDINATE SUPPORTS,AND 752.274.1572 FAX EQUIPMENT,EXISTING WORK AND NEW.WORK. 2.01 EXECUTION BY BUILDING ATC CONTRACTOR. .INSTALL SENSORS AS INDICATED ON HVAC PLAN. - FOR REVIEW WITH BUILDING MANAGEMENT AND SUBMIT THE METHOD OF SUPPORT 1.02 SHOP DRAWINGS A. PRIOR TO APPLYING AN INSULATION.ALL PRESSURE AND LEAK TESTS 1.02 FAN POWERED BOXES(SERIES TYPE) 'AN INTERIOR FACILITY PLANNING SERVICE FOR REVIEW TO ME BUILDING MANAGEMENT. SHALL BE COMPLETE AND APPROVED.ALL INSULATION SECURED SHALL BE BUTTED A. DURING NORMAL OPERATING MODE THE SUPPLY FAN SHALL BE ENERGIZED. A. SUBMIT COORDINATED SHOP DRAWINGS FOR ALL EQUIPMENT.DIFFUSERS. FIRMLY. USE 2 IN.LAP STRIPS AT ALL SEAMS SECURED WITH ADHESIVE, WHENEVER THE CENTRAL SYSTEM IS RUNNING. U. THIS CONTRACTOR SHALL PROVIDE SLEEVES FOR DUCTS AND TERMINAL UNITS.AUTOMATIC CONTROL DIAGRAMS,DUCTWORK LAYOUT, NO STAPLES ARE PERMITTED. APPLY COAT OF VAPOR SEAL ADHESIVE PROVIDE ESCUTCHEONS.SEAL OPENINGS AROUND DUCTS THROUGH AND SHEET METAL CONSTRUCTION STANDARDS. WHERE REQUIRED. - B. DURING NORMAL MODE.THE ROOM THERMOSTAT SHALL MODULATE,THE FPB PARTITIONS.WALLS AID FLOOR(NOT IN SHAFTS)WITH MINERAL WOOL OR OTHER NON-COMBUSTIBLE MATERIAL. B. SUBMIT ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL TO CUFFORD DIAS B. ALL INSULATION AND VAPOR BAR PRIMARY AIR DAMPER TO MAINTAIN SPACE TEMPERATURE. RIER SHALL BE CONTINUOUS PASSING THRU UPON DECREASE IN TEMPERATURE BELOW THERMOSTAT SE7POINT,P.E.,P.C.OFFICE PRIOR TO PURCHASE.FABRICATION AND SLEEVES ETC. THERMOSTAT SHALL MODULATE THE PRIMARY AIR DAMPER TOWARDS ITS E. PROVIDE NECESSARY FLASHING AND COUNTS REQUIRED By TO MAINTAIN WATER- INSTALLATION. MINIMUM POSITION TO MAINTAIN SPACE TEMPERATURE 74-F PROOF INTEGRITY Of , BUILDING AS REQUIRED BV REMOVAL AND/OR INS- C. INSULATION OF FITTINGS,AND (ADD)'TALIATI THE ABODE DEOI4HB AND BPeCIFKAT1O119 ARE THE PROPERTY OF GOB.CONTRACTOR IS REVIEW TO OF PIPES, DUCTS, CONDUITS AND EQUIPMENT.SUBMIT FOR C. SUBMIT AIR BALANCE REPORTS. ACCESSORIES REQUIRING SERVICING OR INSPECTION SMALL BE ARRANGED - REILM4 BLE FAR DIES AH wR pneNBI. AND TO NON9 AT JC0 L' AE HELL AB FOR REMOVAL AND MIN U COVE WITHOUT DAMAGE AND ENCLOSED WITHIN C. UPON FURTHER DECREASE IN SPACE TEMPERATURE,WHEN DAMPER REACHES BUILDM4 RULES,-Be ANO RE4MIATKMB PRKXi TO Ca16TRUCTION.'ALL I,_.Ce9 AND REVIEW TO THE BUILDING MANAGEMENT. • !IS MINIMUM POSITION.THERMOSTAT SHALL CYCLE HEATING COIL IN STAGES DInfl910HB OIS RE Be WP.CKED HITH 4DB PRK)R TD PABRKATION W MID HORK.D. FOR COORDINATED DUCTWORK SHOP DRAWINGS,SUBMIT ONE TWO 16 GAUGE ALUMINUM COVERS FLANGED AND BOLTED. TO MAINTAIN THERMOSTAT SEWHEN E RIM(ADD). ELECTRIC HEATER GONTRgLTOR IB REBPONBIBLE FOR CORRECTING THE ALL AT Nre Gnu!eXP0/9E.15020 SCOPE OF WORK PAPER S,SUBMIT AND WHITE PRINTS.FOR SUBMISSIONS ON e-T/Y X 14"OR SHALL BE ONLY ENERGIZED WHEN THE PRIMARY AIR PAMPER IS AT ITS Cn TRKTOR 19 REv''w91DLE FOR FanPLYwc.wl ALL 4Oe AaTRUCnM NOTe9.usE SMALLER,SUBMIT ONE ORIGINAL OR AND TWO COPIES.PI SUBMISSIONS ARE D. NO HANGERS SHALL BE EMBEDDED IN INSULATION. PROVIDE INSULATION MINIMUM SETTINGS AND WHEN AIR FLOW IS PROVEN. REVERSE SEQUENCE THEx DEeIGHs Pan Atr OTMeR wRPaJe A'MNwrHDRIZm. 1.01 GENERAL CATALOG B CUTS:SUBMIT ONE ORIGINAL AND TWO COPIES.ALL CATALOG CUTS PROTECTION SADDLES AND SHIELDS. SHALL OCCUR UPON AN INCREASE IN SPACE TEMPERATURE. PROJECT NAME,SHALL BE COMPLETE UBS A. PROVIDE REQUIRED UBON,SAFE EQUIPMENT AND SERVICES NECE55- 15400 VIBRATION ISOLATORS D. DURING THE UNOCCUPIED MODE,THE PRIMARY AIR EDAMPERTHERMOSTAT LOCATED BE ANY FOR A COMPLETE AND SOF INSTALLATION S AND WORK,IN CONFORM- E. WHEN NECESSARY TO ELIMINATE CONFLICTS,THE CONTRACTOR THE SHALL REVISE CLOSED IM ITS MINIMUM SETTING AND THE NIGHT THERMOSTAT LOCATED IN IN WITH THE REQUIREMENTS OF BUILDING CODES AND AUTHORITIES HAVING SHOP DRAWINGS AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. d1.01 GENERAL THE PERIMETER ROOMS SMALL CYCLE THE FAN AND HEATING COILS TO 1471 IYANOUGH ROAD JURISDICTION:ALL AS INDICATED ON DRAWINGS AND/OR HEREIN SPECIFIED. MAINTAIN SPACE TEMPERATURE OF 60 F. ' 1.03 AS-BUILT DRAWINGS A. FOR EQUIPMENT AND DUCTWORK,FURNISH AND INSTALL COMPLETE HYANNIS, t 02601-1B62 B. CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT,DUCTWORK,INTERC- VIBRATION ISOLATION SYSTEM WITH VIBRATION ISOLATORS.FOUNDATIONS E. WHEN THE BASE-BUILDING ROOF TOP AC UNIT ENERGIZE THE WARM-VP CYCLE, ONNECTING FITTING,INSULATION,INTERLOCK AND CONTROL W;R- A. CONTRACTOR SHALL SUBMIT'AS-BUILT'RECORD DRAWINGS AND SUPPORTS. ALL FPB'S SHALL OPEN TO THE FULL OPEN POSITION AND ELECTRIC HEAT ON All DRAWING TITLE, ING.ETC. (SIZE 1/8- t'-0-)AS COMPLETION OF PROJECT. I.p2 vLRMITS B. FOR CEILING MOUNTED EQUIPMENT ISOLATORS SHALL BE MASON INDUSTRIES BOXES SHALL BE LOCKED OUT. COMBINATION SPRING/EUSTOMER HANGER TYPE 30N. MECHANICAL SPECIFICATIONS A. SECURE PERMITS,LICENSES AND CERTIFICATES.PAY FEES AND CHARGES F. CONNECT DIRECT DIGITAL CONTROLLER(DDC)TO BUILDING'S ENERGYMANAGEMENT SYSTEM(BINS). FlNAI TIE-MFORME6,D, PROJECT NO., 200829 - NORTH FLOOR NO. DWG. NO. FOR G AU INSTALLED CERTIFSLIVER CERTIFICATES COMPLIANCE E WITH LOCAL CODES AND COY- ` - BY BUILDING ATC CONTRACTOR. INSTALLD ON HVAC PLAN. DATE: 07/OI/08OFFICE AUTHORITIES.DELIVER CERTIFICATES TO BUILDING MANAGEMENT ` _ 1701/08 -TIL A�� OFFICE PRIOR TO THE COMMENCEMENT OF WORK. � ., USF: �Y�. ^C� SF/PP: 170 obi DRAWN BY, SY LABS PROJ• NO, I00520 CHECKED BY: RA WIRE CODE: U027 L - _ SCALE: N.T.S. SHEET, OF J i i I GENERAL NOTES 7J'��[\� 1,CONTRACTOR SHALL PROTECT ALL EXISTING EQUIPMENT TO REMAIN DURING :xi x�na�orzuc°+iSori iou°n` v TT'BS 1 THE CONSTRUCTION PHASE.. _ T `T _ HYANNIS, I1ASSAG+IUSETTS I 2.CONTRACTOR SHALL PROVIDE 2•CONSTRUCTION FILTER AT MAIN RETURN P1R i ' (-""� I - OPENING FOR THE OF THE DEMOLITION/CONSTRUCTION.REPLACE WITH NEW• 07' 1... ;I., AS NEEDED LTA 1 _J 2,64 _L2K8 3.CONTRACTOR SHALL'INSTALL FIRE/SMOKE DAMPER WHERE IT IS REQUIRED BY ar •mod^'^� 260; JURISDICTIONS AND LOCAL CODES. 2�0; AUTHORIES HAVING JURISDICTIO MCM uxx •„�,,, 16 uxx ... 41- ... wu olzr ... _ 4.CONTRACTOR SHALL PROVIDE WIRE MESH SCREEN FOR ALL RETURN AIR .rmniiuNME utt Wax 1�FPB-9 I OPENINGS FEE 5.FINAL THERMOSTAT-LOCATION SHALL BE COORDINATED WITH ARCHITECT PRIOR Pun ma°�' =6 CLIFFORD DIAS P.E.,P.C. .tr..��.. 7 0 50; 12K8 r250 i r TO INSTALLATION. - r ' CONSULTING ENGINEERS 6.PROVIDE ENOUGH CLEARANCE FOR ALL EQUIPMENTS FOR MAINTENANCE. { IO II�I r F B-9 FP 10 yy I I ,7.ALL BRANCH DUCTWORK SERVING SUPPLY AIR DIFFUSERS SHALL HAVE I DUCT TNK-ors M.. 1.1 '.'7DBy$OCB(-Suite 1GO1,New York,NY 10007 VOLUME DAMPERS FOR BALANCING. N19 2 DUCT TAKE-OFF pEWL 2 M6 Tok 212.608.4811 Fax:212.267.0622 '. Os Email:Mail@DiasEng.cam V V ` 6• �; 1 ,;,,, DRAWING NOTES �-� •,7x-. / W °��Dmm 7 P'T0F6 i4.8i .- - P� _ / �� KEY PLAN . F 'X ,.• os+ � r -. 12 b OO�J I = FPBY 2 Ii I .\� x,p-W mra woW HNPx , �g. , r I1111'„ h '�y ,I �:.fJ + e ° - POxT2 �.JI�IJ 3! HVAC LEGEND '1 1 _ ----------- I Wro�ex�Nq vwa . Pmx ucx T 8' IC[t,. FK STING DUCT ORK TO REMAIN A.SO D a r $ .w -. .. .xa srtmCu.r s w:or u•r,om.,• r...F T ' •` + i . - i 6": P�PB-13 ----------1 DUCTWORK CONTINUED I .�•ov ...A.u+m ml v.A m.•.w••x.m '. PB"14 CI ,B� ry 3 NWID.G v.WE DETNL FOR MItETIm E18W5 NIE I vAv/iPB BOIL WNNECigx DEWI MS wIxIInIMNNNIa__AeNNNlliliii 11•N• .:..F. .: r ul.. NEW pUC1WORK �T ... .. ..._. Ij I r .:....... ,.......- g... 3 � �tau& SOUNDLINEO DUCTWORK NEW cElLwc DIFFUSER -.Q�PB-14 i N AREA OF WORK NEW CEIUNC RETURN GRILLE lT� O zx mE wer i, 1 I U (T�I 400 III S J O NEW THERMOSTAT ' I xw� . IxEMADDK. I _ .O ...... p 7 arxcF�- mn MANUAL VOLUME DAMPER TK^ NO. BY REVISION DESCRIPTION DATE - ----_- y- CUBIC FEET PER MINUTE .'.'IH ' «PoS[D-/ur-w SINE MFUSEF CONNECTION OF NEW WORK TO EXISTING i4E5 w x.2 Rwuu m : . ... _ � VAV-® VAV BOX WITH ELECTRIC HEATING COIL .'�„yF yDyr,FaoRwx PERumED(a.o)c6r1xECRD+m IMTUEER z.ItmsER me sxeu eL e°ORDwTED NTFN.xewrt T. . wMa+WR d fPB-g TAN POWERED BOX WITH ELECTRIC HEATING C011. 5 pFFUSEp Cgg¢C1gN pET„R MI5 6 DUCT TA -oii TO q(NUN eWt MAIL rB5 HVAC PLAN 3/8-SO.MD '•9 L-IJJ IN. FARNc • F-S EP SUPPLY DMT DIFFUSER SCHEDULE wx xxe due uv�151 ♦ I-ON • NECK MAX. FACE KLUEGER � _�_ql {-I-=,Tre�AB-�J� �J•,,"_ '� +tio ' CFM RANGE ,MND DANP[R T4T1I ,xxe p�j I Iz� SIZE NC SIZE MODEL LOCKIxG,YPE INM TOR , - - CO-1 fi'm 50-135 30 24.24. 5PL0 QUNxev+T - - WITH OR BELlMDUTH CO-2 B"m 136-220 30 24.24 5PLO xntH vOLORE ITANPER �1ROJ j f}Jj ��� m.,n anuTs CO-3 10'; 221-330 30 24.24 SPUD 71 FLEXbRE TO W=DUCT COMMEC ON DErNL Nf5 6 Hoc Oucavo;,(DETNL MIS- CD-4 12'm 331_100 30 24x24 SPLO I u� «PANSIOx BDLT . n4TF.s: I.All DIFFUSERS SHALL BE OF ALUMINUM CONSTRUCTION. 2.N W DIFF c R M IAL MATHEXISTING. A TIN U ® `F 3.FINAL FINISH FOR DIFFUSERS SHALL MATCH EXISTING. •.A�•/'' „��r`\ f B IRON i CD ISSUED FOR BID PERMIT 08.01.08 VB•Mw.(-R 20N+e>) NO. BY ISSUED TO DATE Ea`5d'Md.•� 36�.KYYL. OucT RETURN GRILLE SCHEDULE _ � OOS �'`.... SELF-TA M ■. 363 GEORGES ROAD AIR ACTIVE aC7IVE KLUEGER ., y 1'. 1/16'MIx.(uxDEa zP AREA) DAYTOM, NJ 08610 • TYPE CFM/LTw NC N�H I(,NT� MODEL �'c." xoTE: 7D2.274.9540 . $�.•. FOR MM a 4B'MDE 752.274.1572 FAX CC-1 --- 30 12 24 SSBOH TURN BAND IRON UNDER eortca DETAIL ,A, OF DUCT NYO FASTEN ■ AN INTERIOR FACILITY PLANNING SERVICE CC-2 - }0 24 24 SSBOH - -_ B MCTWORK SOUNDUMNG IMSTAMAIprI MAL NTS. TO DUCT I INO DETAIL NIS NOTES: i.ALL GRILLES SHALL BE OF ALUMINUM CONSTRUCTION, 2.N W DIFF SER M�T M T H EXISTING, 3.FINAL FINISH FOR DIFFUSERS SHALL MATCH EXISTING. .. THE'ABOVE OEBKN9 AND BPS-K``A'0-ARE THE PROPERTT OF G09.CONRACTOR IS ' " RE9FQ191BLE FOR CHECKING ALL gMOEBIQ23-0 GCNDITIONB AT JOB BITE A,HELL A9 WI=RULb,CODER AND REGMATION6 PRM TO OONSTRVCTION,ALL(LCARANCb AND DMFS,BIONB BHOULD Be CHECVED WITH OD6 PRIOR TO FABRICATION OF SAID v4ORK. VAV BOX SCHEDULE FAN POWERED BOX SCHEDULE (SERIES: TYPE) , CON UOTOR BRE9PONBIBLE FOR CCMCTMO THE MILE AT HIB OHN FADE 9E. CONRACTOR 19 REOPON9IBLE FOR COMPLYING NITN ALL GDB C TRUCTOI NOTEIL USE CP MbE DEAIGIK9 FOR ANY OTHER PURPOSE 19 UNAUTHORIZED. - AIR VALVE ELECT.HEATING COIL - j' PRIMARY NR FAN ELECTRICAL HEATING COIL - PROJECT NAME. T}��i NAG CFM RANGE CFM REQUIRED MM. INLET KLUEGER INLET TERMINAL SUBS N0. INLET S.P. SIZE CAPACITY N0.OF MODEL NO. REMARKS MARK •RATED CFM CFM REQUIRED SIZE SIZE MANUF. MODEL REMARKS MAX MIN MA: MIN (IN.WG) (IN.) (KW) VPH STAGE CFM MOTOR HP CAPACRY K OF V P MAX MIN MAX - MIN (IN.) (KW) STAGES /H/Hz 471 HI MA A 02601GH 0--AIB62 VAV-8 700 140 460 150 0.30 07 1.0 120/1 1 LMHS NEW FPS-9' -920 [ 160 '.520 170 8 3 520 1/a 3.5 3 208/3/60 KLUEGER KOFS NEW DRAWING TITLE. VAV-9 380' 62 200 BD 0.30 05 1.0 120/1 1 lMHS NEW � ' FPB-10 1100 250 530 21i0 10 } 830 1/4 5.5 , 206/3/80 KLUEGER KDiS NEW MECH.PLAN., DETAILS &SCHEDULES FPS-11 515 9D 440 100 6 2 340' 1/10 2.0 2 208/3/60 KLUEGER (OFS 'NEW TN OF PROJECT NO.: FPg_t 20052q NORTH FLOOR NO, DWG..NO. ,. 2 515 90 279 ,00- 6 2 276 ,/10 2.0 2 208/3/60 KLUEGER KOFS NEW D' COFFORD DATE: 07/OI/OB x _I FPB-1, 515 90 230 100 6 2 230 1/,0 1.5 1 208/3/60 KLUEGER KOTS NEW $ MECHANICAL USE, 1,700 2 M-2 I - _ N0.26981 - � SF/PP. 170 I FPB-14 515 - 90 400 120 6 2 400 1/to 3 60 I 3.0 3 208// KLUEGER F N KO S EW 7�L/1` DRAWN BY: SY UBS PROJ, NO: 100520 I _ - CHECKED BY: RA. WIRE C SCALE' ODE' U027 I I L-------- 1 _ T/8••=1'-0" SHEET. OF I I UBS I HYANNI5, MA55ACHU5ETT5 . . . . . ` " SPRINKLER SYMBOL LIST -' ""::::fi:.'(N',7;,:i•:34'."":::'�:.-:;_:'. NEW/RELOCATED SPRINKLER HEAD L,'" CLIFFORD DIAS P.E.,P.C. CONSULTING ENGINEERS 7 Dey Street Suite 1601,New York,NY 1000 _. "'r.,� 1••z,.. ..;"'t✓' - ,.�'."i Tel:212.808.4811 Fax:212.287.0822 L -11 '..4 o 1�I• �: t�a• '�1 ,� •II� 1. E-mail:M as ng m _� . P 1 H KEY PLAN C. L= • I r ( 1 lI. ,' ''. ill• _ _ s l� i.� ' + ExISDNGS r�' •1 � Y' 'J �' j SPRINKLER If 1 _ _. .. i' .I• 1 hz. r-.-r- m—cy—x-�-...._ .. - 1"'SM "C REPLACE NEW OR CUT BACK YNINX — IMNIMI ' TIREMOVE EXISTING PIPING AND .• ON MAN D I D • N AREA OF WORK I ) NO. BY REVISION DESCRIPTION DATE CEIUNC CONCEALED TYPE O` SPRINKLER HEAD t..-.. ... .b�.1 1 P- i l_-----__--J' '. , ., t DETAIL OF SPRINKLER BRANCH PIPING MODIFICATION N.T.S. SPRINKLER NOTES GENERAL NOTES 1.ENTIRE SPRINKLER SYSTEM SHALL.BE INSTALLED IN STRICT CONFORMITY WITH I,ALL SPRINKLER PIPING,VALVES,INSULATION,AND INSTALLATION METHODS AND ,. ALL REQUIREMENTS OF NFPA 13"STANDARD FOR THE INSTALLATION OF REQUIREMENTS:CONTRACTOR TO STRICTLY ADHERE TO BASE BUILDING STANDARDS SPRINKLER SYSTEM"1999 EDITION. - AS PRESENTLY INSTALLED.CONTRACTOR TO OBTAIN APPROVALTROM BUILDING 2.SPRINKLER PIPING SHALL BE SCHEDULE 40 STANDARD WEIGHT STEEL PIPE WITH MANAGEMENT FOR ANY DEVIATION FROM BASE BUILDING STANDARDS. 1 CD. 155UED FOR BID 4PERMIT 08.01.08 ...._........... .. .............. N UNDERWRITER'S APPROVED STANDARD WEIGHT.CAST IRON THREADED FITTINGS I 2.ALL APPLICABLE CODES,LAWS,AND REGULATIONS,GOVERNING OR RELATING TO - 'ND. BY 15SUED TO DATE ACCORDANCE ALLWIT THREASMEADED 816.4 OR FLANGED FITTINGS IN ACCORDANCE WITH PANYAR PORTION E THIS C F WORK,ARE HEREBY INCORPORATED INTO AND MADE A ' ASME 816.I.ALL THREADED FIRINGS SHALL HAVE THREADS"CUi�TO�ASME'B1':20. - - -� � PARE OF THESE SPECIFICATIONS. - ' PIPE'THREADS,GENERA�IPl1RPOSE. _ - Goa -- - 3.CONTRACTOR SHALL VISIT AND INSPECT THE JOB SITE TO BECOME FULLY }.GRAIN VALVES SHALL BE UNDERWRRERSS APPROVED 125 P51(WWP)BRONZE KNOWLEDGEABLE OF EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. ■ 353 GEORGE5 ROAD .. - ANGLE GLOBE VALVES. CONTRACTOR SHALL COORDINATE THE SITE VISIT WITH BUILDING MANAGEMENT job, DAY TON, NJD8010 AND/OR OWNER.CONTRACTOR SHALL ASK THE BUILDING MANAGEMENT AND/OR s 732.274.9540 4.SPRINKLER HEADS SHALL DE UNDERWRITERS APPROVED LOCATION. ORIFICE CAST OWNER'S REPRESENTATIVE ANY QUESTIONS HE MAY HAVE PERTAINING TO BUILDING . 732.274.1372 FAX BRASS OF PROPER TEMPERATURE RATING FOR THEIR LOCATION. STANDARDS AND EXISTING CONDITIONS THAT PROHIBIT THE PROPER INSTALLATION 5.SYSTEM DRAINS SHALL BE IN ACCORDANCE WITH NFPA 13.PAR 5-14.2. OF HIM WORK AS PER PLAN AND SPECIFICATION. :.AN INTERIOR FACILITY PLANNING 5ERVICE 6.SPRINKLER SYSTEM MARKED AND PAINTED AS REQUIRED. 4.ALL PIPING ARE SHOWN DIAGRAMMATICALLY AND DO NOT SHOW ALL OFFSETS, DROPS AND RISES OF RUNS. THE CONTRACTOR SHALL ALLOW IN HIS BID FOR ' 7.SPRINKLER.SPACING AND PROTECTION AREA OF COVERAGE SHALL BE IN ROURNC OF PIPING TO AVOID OBSTRUCTIONS. EXACT LOCATIONS SUBJECT TO ACCORDANCE WITH NFPA 13.PAR.5-5.3 AND PAR 5-6.2. - APPROVAL, B.SPRINKLER HEADS:POSITION OF DEFLECTORS SHALL BE IN ACCORDANCE WITH S.BY SUBMISSION OF THE BID R IS UNDERSTOOD THAT SUCH INSPECTION HAS BEEN NFPA 13.PAR.5-6.4. MADE AND INCLUDES ALL THE MATERIALS @ REQUIRED RELOCATION FOR ALL WORK. THE A9p,,E pE51GH9 AND BPeGIFKATIDH9 ARE THE PRGPERTYGDB.(ONTRACIOR W 9.PIPE HANGERS SHALL BE IN ACCORDANCE WITH NFPA 13','PAR,3-7, RESPON919LE FGR'CHECFJNG ALL DInrDMK)NS AHD GONDITKN9 AT JDB. trE,A9 HELL'AS 6. THIS CONTRACTOR IS RESPONSIBLE FOR FIELD CONDITIONS AND FIELD BUILDING RIR.L9.COpEe AND REGIIATWN9 PRIDR To Gp19TiWGTQl.ALL CI#ARANCEa AND 10,PRESSURE AT REMOTE SPRINKLER HEAD: 7 PSI MINIMUM, - COORDINATION.WITH ALL OTHER TRADES. a �9 9Np1LD ee aeFxE.o rNrTN Gw PwoR TO FAeRKtATWN OF—D YppK CMTRACTOiI 5 RE9WN91BLE FOR CGRRRECTIHG THE 9AHE AT W9 CH!Ef�EMN9E. CONTRATOR b R[9PPC1— PGR f.PITIHG Tw MIA, '�TRDCTW rtlfCJ.U 11.BUILDING RETROFIT SPRINKLER SPECIFICATIONS SHALL APPLY, 7.SUBMIT SHOP DRAWINGS FOR REVIEW'.,. W THeye OE91GN9 FDR ANT OTHER PURFO9E 19 uNADTNO w. 12.AUTOMATIC WET SPRINKLER SYSTEM SHALL BE SUBJECTED.TO HYDROSTATIC PROJECT NAME, TTT� PRESSURE TEST FOR A PERIOD OF ONE HOUR AT A PRESSURE OF AT LEST VUS ONE HUNDRED PS IG AT THE TOP MOST SPRINKLER HEAD AND AT LEAST TWO HUNDRED PSIG AT THE LOWEST CROSS CONNECTION TO THE SMMESE CONNECTIONS. 1471 IYANDUGH ROAD -- HYANNI5, MA 02601-1B62 13.SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR HYDRAULIC CALCULATIONS FOR THE FILING AND APPROVAL FROM THE BUILDING DEPARTMENT AND DRAWING TITLE: FROM THE ENGINEER. SPRINKLER.PLAN' y.}�a-"pP'��.y.� PROJECT NO.,' 200829 NORTH FLOOR NO. DWG. NO. A I ' ... DATE, 07/OI/OB CUFFOAD I - % D!A9 - -1 -.•_. USE, .170D 2 SP-1 ���// MECH4NICRL c-� No.c"E6Dr � opCc6C .. SF/PP: 170 I DRAWN BY: HK U55.PROJ. 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CEUNG CEILING L II 6X4%2-1/2" EMT C.O. T 6 p l T j1 R C •• LIAR 8A CK. WITH.DRAG WIRE �J I AR A OF a9.;R'r; SOX SWIQEDUCER f. HYANNIS, MASSACHUSETTS �. INGLE « E FOR S (FA EPLATES AND !� N I _ ..... BY F--� VENDOR), COMN. COME. OS - J .0 S B-9 it " ' Ya65- 0 TP2-56.58,60 PB_9 TP2-27,29,3' -II -- - - __I .,v-, p T' .... a ru..c.0 _ --e,ucawwr„ L� J_ • J' -I I 2 Za 2 i : m, �°"""""° 0.1 11 TYPICAL TELEPHONE/ //� I I . .-i..._... I .:..,- .TP2-82 J c p ' N 1/4 C'! -{2.50) - -"1' ) I L } .y 1 nt v 6 f ° 0 - DATA SIGNAL OUTLET - - yu,i n{ y w1 CLIFFORD DIAS P.E.,P.C. C °. 30/3p r.-.-rc.,-zrr i I -Jm. A !Lzs 27 zs �t y y CONSULTING ENGINEERS ues-B-B.. .)J - .._,3�. _� - - 1 ® ® r3 '__j i..:�` .L. '7 Dey Street-SuKe 1801,New York,NY 10007 fF.„ f; L :.�... i1 112-84J _ I _� I .r: 1 I"t ._L_.. I Tel:212.608.4811 Fax:212.267.0622 P -- fL HUNG B RABO E MUNIC - __ ,..:a;.-..:---_;r: t� ..- 3 - .4 g'� . ..`.%:� E-mail:Maiil@DiasEOg.coln _ ! e n ..-'Ir P 1 ` II CEILING CEILING -" - .\ .-/.'II '/ 1 SY I- y L._-u85 j I UBS I 1 a�y5� , I ,I I } 3 240_r _a '� i t AFY I . 05 _ x 4 - _._'r.'.±- -- L ' -20 ' FPISM i a' SINGLE CANC .1.EMT C.O. .. i' - .;c* r_-.� _ J------ r>--�.r--. 26' , L 4_J BACK BO% x - L. 'I Z6 y 11.�---'--- ---� '--- - ( !3 I % a-s�:.,.� KEY PLAN CAI Jes- -19 FI \ - (FACEPIATES AND 4 q iI - TP2 i5 L I J I VBS 1 VEND CABLE t"` L�IS� ..- ' " � 11 T>•I '�'-`-j'.`�..�,_,_ y,..'.�py��+�� - t=T 2~ 71f- � I n _� -•,i:f1:8..,SYiI; JACKS 1O O O gY C E E 1 i FINISHED) N OUTLET` E, E C [ , EI [{ I • I I' `x'T6AC BO D I Ii q E' `� ., UBS-H-26128 30 FLOOR • - .,. -( R 1 I 1 UBS-B-34 30/3P/24OV TYPICAL TV SIGNAL I __SAC f 0.1 D 'T r 1C Piz 30/3P/240v -I FPB-11, OUTLET CONNECTION ' '1 c Y _j ryryry' ._;zs _ zy - . FPB-14 - 'I I I IP�,1 I P g' I y�/- I. I�"BN •,a . I i ' _ WHITE/NEUTRAL1�''I�' '���t "I i1KW9kxexa�_�BKrxA1NNNN RED VME :� •n n., C- ?,. •__.. &«.,.ml _..(.*)I 1 _ lip i..,. 1 �. 1 ,, '.,J."Y- L.T ++"eT "'7"�C- .t�"•2i.Y3i == r.:1�v..�1fi.-•.._.-....-u.v,�;u�._-- WM OfF 5 L_ e 1 IN AREA OF WORK _ _ .. .. tig POWER PLAN RED ioAo 1 NO.. BY .REMSION DESCRIPTION DATE POWER LEGEND B !:` LIGHTING PLAN SYMBOL THE WATT STOPPER C SCALE: 1/8'= 1'-0' DESCRIPTION 1-800-879-8585 L r� 120V,20A WALL MOUNTED DUPLEX RECEPTACLE,NEMA 5-20R FOR CONVENIENCE POWER, CEIUNGVDC SENSOR LIGHTING NOTES 120V.20A WALL MOUNTED DUPLEX RECEPTACLE ON SEPARATE CIRCUIT FOR CONVENIENCE POWER,NEMA 5-20R GREY COLOR. GFI'INDICATES GROUND FAULT INTERRUPTER WHERE INDICATED. ALL 115 VOLTS LIGHT FIXTURES 1N THE WORKING AREA SHALL BE CONNECTED TO THE EXISTING 120/208V,3m, ' 4W PANEL YP-2' 20V 20 CUP TWO WALL MOUNTED DUPLEX RECEPTACLES WITH TWO CAN.COVER PLATE: O ALL EXIT&EMERGENCY LIGHT FIXTURES IN THE TENANT AREA SHALL CONTAIN THE BATTERY PACK AND SHALL BE (1) 1 ,. - (1) 120V,20A DUPL RECEPTACLE FOR CONVENIENCE POWER,NEMA 5-20R AND.E%RECEPTACLE,RED DOi TO INDICATE TOR COMPUTER POWER,NENA 5-20R � � CONNECTED TO THE EXISTING CIRCUIT#7 IN THE EXISTING PANEL'TP2•. E� 2OV,20A WALL MOUNTED DOUBLE DUPLEX RECEPTACLE,NEMA 5-20R FOR CONVENIENCE POWER. 'GFI' } ISTING OOWNIJGHT FIXTURE IN THE OPEN AREA RELOCATED TO ADJACENT TILE.E.C.TO EXTEND CONDUIT/WIRING - INDICATES GROUND FAULT I IX NTERRUPTER WHERE INDICATED. WIRING LEGEND O TO NEW LOCATION.EXISTING OPEN AREA CONTROLS TO REMAIN UNCHANGED. V WALL MOUSED COMBINATION TYPE CEILING &/TELEPHONE OUTLET.NOVICE LA SQUARESUPPLIED ED A WITH t'EMT SYMBOL OESCRIPTION 4 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE.REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS CONDUIT UNB-IO 6'ABOVE CEILING&PULL SIRING.CABLE AND FACEPLATE SUPPLIED AND INSTALLED PRIOR TO INSTALLATION. BY COMMUNICATION VENDOR. WALL MOUNTED CABLE TELEVISION OUTLET,PROVIDE SINGLE GANG BOX WITH 3/4-EMT CONDUIT SNP-U CEILING MOUNTED OCCUPANCY SENSOR,'WATT STOPPER OT-305-2'.'Z' CAT ® INDICATES ZONE. 5. ELECTRICAL CONTRACTOR SHALL UTILIZE EXISTING LIGHTING CONTROL RELAY PANEL,ALL OCCUPANCY SENSORS AND 6'ABOVE CEILING&PULL STRING.CABLE AND FACEPLATE SUPPLIED AND INSTALLED BY'UBS'VENDOR. ACCESSORIES.CEILING MOUNTED OPEN AREA ULTRASONIC OCCUPANCY SENSORS SHALL CONTROL OPEN AREA - 0111ILIGHTING CIRCUITS AND OVERRIDE FOR THE LIGHT FIXTURES AFTER PRESET TIME FOR SHUT-OFF BY TIME CLOCK IN NEW FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE: SINGLE POLE S.TCH EXISTING BUILDING LIGHTING CONTROL PANEL,SEE TYPICAL OPEN AREA OCCUPANCY SENSOR DETAIL IN THIS(1) 12OV,20A DUPLEX RECEPTACLE FOR CONVENIENCE POWER,NEMA 5-20R AND. Q JUNCTON BOX.SIZE A5 REOVIREO. DRAWING.COORDINATE THE PROGRAMMING OF THE TIME CLOCK WITH THE LANDLORD AND'USV PROJECT MANAGER. (1) 120V.20A DUPLEX RECEPTACLE,FOR COMPUTER POWER,NEMA 5-20R. CONTACT:PATRICK O'CONNOR AT SDA FOR TECHNICAL INFORMATION AND ORDERING OF OCCUPANCY SENSORS.PHA AND(4)CAT.6 COMMUNICATION JACKS WITH A 4'CORE DRILL O SUB. 'WIREMOLD'RC4 MULTIPLE HOME-RUNS.NUMBER OF ARROWHEADS INDICATE NUMBER OF.CIRCUITS TO PANEL (718)361-9/50 D(T-223 SERVICE CATEGORY 5 POKE THRV FITTINGS WITH SLIDE COVERS AND,CARPET FLANGES-BLACK COLOR. - o E%5T1NC Q PANEL 6. TOGGLE SWITCHES SHALL ACT AS MANUAL AUTO-OFF SWITCH TO OCCUPANCY SENSOR.CONTRACTOR SHALL PROVIDE WALL MOUSED JUNCTION BOX WITH CONDUIT RISE UPTO CEILING FOR POWER INFEEDS. OCCUPANCY SENSORS.POWER PACKS AND WIRING. FIT WALL MOUNTED JUNCTION BOX WITH CONDUIT RISE UPTO CEILING FOR COMMUNICATION INFEEDS. 7, SET TIME DELAY FOR OCCUPANCY SENSOR TO ITS MAXIMUM. O JUNCTION BOX,SIZE AS REQUIRED MONf FIXTURE SCHE E 6. CONTRACTOR IS.RESPONSIBLE FOR .. JUNCTION SOX ITH TOGGLE TYPE DISCONNECT 20A SWITCH. NEW 2'x4'RECESSED FLUORESCES LIGHT FIXTURE. 18 0 AN PROPER SENSITIVITY AND TIME DELAY SCTTINGS AND MUFACTURER'S'RECOMMENDED PLACEMENT. W I� CELL PARABOLIC FIXTURE WITH NO RETURN AIR SLOTS. )FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT.MANUFACTURER:LRHONIA - NON FUSED DISCONNECT SWITCH.IN NEMA 1 ENCLOSURE U.O.N. SPEC:2PM3-G-B-3-32-IBLD-120 c)FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS AS DRAWINGS DO NOT - 30/3P/600 30-SWITCH AMP RATING.3P=Nm.OF POLES,600-VOLTAGE RATING LAMP:(3)32 WATT T8 LINEAR FLUORESCENT INDICATE NUMBERS REQUIRED FOR SENSOR AND CIRCUITS SHOWN. a= EXISTING PANEL SAME As ABOVE.EXCEPT WITH EMERGENCY BATTERY 9. REFER'TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION,NUMBER OF FACES AND ARROW DIRECTION OF ALL - O BACK UP AND TEST SWITCH. IXR'SIGN LIGHTS. 1 CD ISSUED FOR IND&PERMIT 08.01.08 10. LOCATION AND DIMENSION OF ALL LIGHT FIXTURES,SWITCHES AND DEVICES SHALL BE AS PER ARCHITECTS NO. BY POWER PAN L NOTES O NEW RECESSED COMPACT FLUORESCENT DOWNUCHT DRAWING. L591ED TO DATE MANUFACTURER: EDISON PRICE 11, COLOR,TYPE AND FINISH OF SWITCHES AND COVER PLATES SHALL BE AS APPROVED BY THE ARCHITECT. SPEC: (2)IS WATT COL/OM ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID PROVISIONS FOR SUPPORTING CABLING ABOVE THE CEILING. GJDS 1. ALL CONVENIENCE AND DATA POWER BRANCH CIRCUITS ON THE FLOOR SHALL BE CONNECTED TO EXISTING LAMP: (2)tB WATT 12 CONTRACTOR SHALL ENSURE THAT LIGHTING FIXTURE MOUNTINGS FULLFILL BOCA REQUIREMENT ON SEISMIC 353 OEORGES ROAD 120/208V,}D,4W PANEL Ud5-0'. RESTRAINTS. 2. ALL HVAC EQUIPMENT TO BE CONNECTED TO THE EXISTING 208/12CFV PANEL'TP2','UBS-8'&'UBS-H'. • SAME AS ABOVE.EXCEPT WITH EMERGENCY BATTERY OAYTON,NJ 08810 BACK UP AND TEST SWITCH. 732.274.9340 . COORDINATE EXACT LOCATION OF HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. i3 PRIOR TO SUBMITTING HIS BID,iHISCONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM THE - 7J2.274.137T FAX :f. ALL COMPUTER POWER OUTLETS SHALL BE RED DOT.PROVIDE SEPARATE EQUIPMENT,MINIMUM If 12 WITH EACH NEW CEILING MOUNTED ILLUMINATED EXIT LIGHT. ARCHITECT AND THE ENGINEER OF ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND THE EXISTING CONDITIONS AND - INCLUDE IN HIS BIO TO CORRECT THE SAME AS DIRECTED.CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING ' AN INTERIOR FACILITY PLANNING SERVICE CIRCUIT. ARROW INDICATES DIRECTIONAL TYPE FOR EACH FACE CIRCUIT C0 TINUfO'AND SWITCHING TO ALL FIXTURES IN THE ADJACENT AREA AFFECTED BY THE WORK IN THE AREA SI SIGN,GC.IS TO MATCH BUILDING STANDARD EXIT � OF CONTRACT. DISCONNECT,TRIM:AND SAFE OFF CIRCUITS THAT NO LONGER FEED THIS AREA IN THE SCOPE OF 4. LOCATION&DIMENSIONS OF ALL OUTLETS,DEVICES ETC.SHALL S H PER ARCHITECT'S DRAWINGS. SIGN.USE THE FOLLOWING IF BUILDING STANDARD 15 WORK.CBS'IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING FROM VERIFIABLE EXISTING CONDITIONS 5. COLOR,TYPE&FINISH OF ALL OUTLETS.DEVICES&FACE PLATES SHALL BE AS APPROVED BY THE ARCHITECT, NOT MANUFACTURE ED. DISCOVERED AFTER CONTRACT HAS BEEN AWARDED. ` EXCEPT RED DOT FOR COMPUTER RECEPTACLES AND GRAY COLOR FOR DEDICATED RECEPTACLES.ALL FACE MANUFACTURER:LITHONUI - PLATES COLOR BY ARCHITECT. SSE:QUANTUM SPEC:LOM/S/W/3/R/120/277/ELN - ON.nMECLOCK ON LOADS LTG.CKTS. 6. ALL.NEW WORK SHALL MATCH EXISTING'UBS'STANDARDS,AND SMALL BE CARRIED OUT IN STRICT COMPLIANCEL OFF.AUTOMATIC(SENSOR CONTROL) OF N.E.C..B.O.CA.,RULES AND REGULATIONS OF BUILDING AND AUTHORITIES HAVING JURISDICTION. - � • s 7, PRIOR TO SUBMITTING HIS 810 THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM IKE A801E pEypB AID SPEBM.11pK5 AR[TIE VROPFRTY K®S.OOMiRIiOIOR B 1�1XLSRL F1xt LIGHTING CONTROL SCHEDULE E°a°' °•a µ^ MH9AT�6'6�A=�,LA,=WM,�E��e THE ARCHITECT/ENGINEER OF ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE EXISTING CONDITIONS,AND - IEANA1w1B PWBi 1p OOKSIRVCIIOIL ALL OFJ1E PI"F9 µp DIMe1BOKB PIOIAD BE OkVffD 8111 IID9 INCLUDE IN HIS BID TO CORRECT THE SAME AS DIRECTED.''UBS'IS NOT RESPONSIBLE FOR ADDITIONAL COSTS /RMR ro FA9PlIKIR a 9AB qIK 1XXTIRACIOR B PESPpG1BE F011 Op0ECN10 nE S4ME AT KB RESULTING FROM VERIFIABLE E%15nNG CONDITIONS DISCOVERED AFTER CONTRACT HAS.BEEN AWARDED. - RETURN ZONE OYI OOFMS[OxR1RAC101a B R6Pp19B[FUI GpPLYNO YItH Ill.RM Cdal1FVCIKW MOMS.t.OI 8. ANY WORK INVOLVING LOUD NOISES(DRILLING,HAMMERING,ETC.)THAT WOULD DISTURB THE BUILDING'S - 1 A ETURN ELECTRICAL �'�Lk�B�'ANY OREA I1160Z B ImIAYRImBRD: TENANTS.SHALL BE CONDUCTED AFTER-HOURS,WITH OUT EXTRA CHARGE TO'UBS'. NAME .LOCATION TYPE' 11 EROR/ENCLOSURE POWER SUPPL CIRCUIT PANEL Exrsndc RELAY PANEL PROJECT NAME: d OF{T4„_ LCP BACK EXIT CORRIDOR LPBS 8 RELAY SURFACE 120V TP2-8 LPBS-a-115V A%UBS, SECURITY NOTES& LEGEND cuFFOFroc rci M-UT BLU Btu CONTROL 0 z2 CIA � RELAY CIRCUIT DESCRIPTION REFERENCE O 2 1471 IYANOUON ROAD ®CARD ACCESS ELECTRICAL)°y F CONTROLLED BY TIME CLOCK. COMMON BLK SU( COMMON I TG.CONTROL PANEL yrtrH HYANNIS,MA 02801-1882 Rb.28691 1K 1 TP2-6 OPEN ARE4 Z1 pV[,1R10 BY OCCUPANCY SENSOR +4 R DOCUPANCY SENSOR MRRIDE - O ELECTRIC STRIKE ,g4l'+w 2 - TP2_13 OPEN AREA Z2 CONTROLLED BY TIME CLOCK, + DRAWING TITLE; NurFr OVERRIDE CONTROLLED OCCUPANCY THE CLOCK.SENSOR TYPICAL T STOPPER ttRIIC LING T STOPPER 1. REFER TO FLOOR PLANS FOR QUANTITY AND LOCATION OF SECURITY DEVICES. .an 3 TP2-11• OPEN AREA Z3 (}y[RR,IR BY DGWPANGY SENSOR LIGHTING'PLAN. 2. MINIMUM CONDUIT SIZE SHALL S 3/4'. 4 SPARE SPARE • PROJECT NO.: 200829 NORTH FLOOR NO. DWG.NO. 3. PROVIDE CONDUIT WITH END BUSHING TO 6'ABOVE HUNG CEILING. / /. /-" - TYPICAL OPEN AREA LIGHTING CONTROL WIRING DIAGRAM DATE. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL JUNCTION BOXES AS V 5; SPARE SPARE O7/01/OB REQUIRED. - LIGHTING CONTROL NOTES /J E-2 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE BACK BOX WITH BUSHED HOLE COVERPLATE'AND - 6' SPARE SPARE USE: 1.700 L G 2 -I 3/4%CONDUIT STUB-UP TO CEILING AT EVERY LOCATION FOR A WALL MOUNTED SECURITY - ULTRASONIC CEILING MOUNTED SENSORS SHALL BE LOCATED NO CLOSER THAN 6'FROM AIR SUPPLY/RETURN REGISTERS. U"SF P: I DEVICE.COORDINATE WITH SECURITY VENDOR FOR ANY ADDITIONAL LOCATIONS/REQUIREMENTS. 7 SPARE SPARE170 CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ALL OCCUPANCY SENSORS AND ACCESSORIES.CONTACT PATRICK DRAWN BY:MC UBS PROD.N0: 100520 6. THIS CONTRACTOR WIRING BE RESPONSIBLE FOR PROVIDING AND.-INSTALLING ALL 8 SPARE SPARE O'CONNOR AT SDA FOR TECHNICAL INFORMATION AND ORDERING OF OCCUPANCY SENSORS,PM/(THE)}61-9t50 120 VOLT POWER WIRING FOR THE SECURITY SYSTEM. ExT-223 CHECKED BY:GB WIRE CODE: U027 SCALE: 1/8"=1'-D" SHEET: OF _ I +'INDICATES NEW CIRCUIT. ' II' FIRE ALARM & LIFE SAFETY NOTES I' � • I 113RO FL ------------------------ ---------LL II i RE ALARM ST ' . STROBE EQUIPMENTSHALLE BUILDING B STANDARD FOR AL EQUIPMENT.. VISUAL ALARM FLASHING ROBE LIGHT SN4LL BE MINIMUM 15/]S IA CANUES TTD fir 2 AND I II3®8.t®tOC IN 3/4•C II I ,1 L ty I n \7 •I WALL MOUNTED 080"A.F.F.PER'A.DA.'REQUIREMENTS.STROBE LIGHTS MUST BE HYANNIS, PAASSACHU$ETTS f-----'�� 1 'I `R �, E ALTERNATELY WIRED ON TWO SEPARATE CIRCUITS AS REQUIRED BY CODE. 1 ---------------- - I I ----�TO EQUIPMENT I I • {,t a •I_,'; ,,J I'�iZ 3. ALL ALARM SPEAKERS AND STROBE LIGHTS SHALL BE ACTIVATED ON ANY FIRE ALARM. I120V FROM LINE SIDE OF-Q�r___ _ ____ rSBl/D-i86G iN r x c � ROOM I I W e . EXISTING PANEL " '�9 4. FURNISH AND INSTALL FIRE ALARM DEVICES,AS PER PLAN IN TENANT SPACE,STROBES F--- il( 3d2,1(18G IN 1-1/4"C B , I I I I - '?:b�",.9F1T!'AC,3."5C-1 =�` _ __ ! m(-- 1 TO MEET'ADA'REQUIREMENTS,PROVIDE EMT CONDUIT AND WIRING AS PER --- -1 111 _¢ '� ` y1tl'�' "� Teal "• MANUFACTURER'S REQUIREMENTS.AS APPROVED 81'LOCAL FIRE DEPARTMENT M1 II �Er REGULATIONS AND TIE-IN WITH THE EXISTING BUILDING FIRE ALARM CONTROL PANEL. L___ II II f l`�1 TIJLiT f_L l fl �.I f4. I` r--t TPx-I 11Px-III I LBSH I I LBSl1 I - �R (�•.RL _ II FP85-Bj I'xN71°�Il op� dl - P�f�"1 Px�xaml II II 11�_,i � j. ( 5. ALL WIRING SHALL BE MINIMUM a id COPPER WIRE. I I•oo:.U • -1 11xv. hx».•°w"A I I I '•III( 'F• "`'iI' }: yy PROVIDE NECESSARY EXPANSION MODULES. RELAYS.ANNUNCIATOR PANEL L-_-j V--Ty -r''I= I't(� B(k --- ar'�yrt,n>,T;umn„ww;.,_, ,=r•� •„tl ,i ;{ B. AND OTHER NECESSARY DEVICES TO COMPLETE INTENT OF THIS DESIGN. CLIFFORD DIAS P.E..P.C. yyLLpp NO I MLO I .___ .IVLLE t III L__J Hx Pa[9•x PotEM 42 o01ER H2 vgE51 I I I I -d I ' v :1 r(I i 7. ALL NEW EQUIPMENT SHALL BE NEW,U.L.LISTED,FIRE MARSHAL APPROVED.COMPLETE L_r 9 r CONSULTING ENGINEERS _.._ I 1 I I I I -1•:'-� ji!�•I - INSTALLATION SHALL CONFORM TO NFPA AND LOCAL FIRE DEPARTMENT REGULATIONS. ,_,-.,.. �t- ) II .�....<,... TYPE OF WIRING AND RACEWAY SHALL BE AS APPROVED BY LOCAL FIRE MARSHAL '7 Dey Street•Suite 1601,New York,NY IOD07 5 _ I J500 kcmil 1/3G IN 4"C U--- -- :+J)..._.,_..r m- .1-'.i'j --- THIS CONTRACTOR SHALL AT HIS EXPENSE,CORRECT ANY DEFECT WHICH SHALL I I ram' I I I I _ __ .}..::._._.} _ _.. i, _ I;.q: I e. Tel: 12.608.4811 Fax:212.287.06 1 +!�_...._--.,..__._ .__� ice, - 22 ... .. APPEAR T ANY FIRE DEPARTMENT INSPECTION OF THE WORK COVERED UNDER THIS 2 E-mail:Mail@DiasEn().com '�'�'TTT(((��', P"'--L qq CONTRACT AND SHALL BE RESPONSIBLE FOR ALL FINES LEVIED AS A RESULT OF MY 2ND Fl ------i---------------- -------- - f'r � I 11 � 71I �. �'- 1 11 LETTER OF DEFECT OR NOTATION. ' �I--- I �I h 1 'I L y 3 L i .I fl 9, THIS CONTRACTOR SHALL PREPARE AND SUBMIT LAYOUT PLAN,RISER DIAGRAM WITH I I I I I ( I IL I I 'I ,,;I I POINT TO POINT WIRING'SCHEMATIC.SEQUENCE OF OPERATIONS,APPROVED AGENCY I I( I I ! ..-I� ii _.JI' _ I , -'E LISTINGS.EQUIPMENT'CUTS'ETC.TO FIRE DEPARTMENT FOR APPROVAL PAY ALL KEY PLAN FROM MAIN DISTRIBUTION PANEL I. I .�. ! _.yI FEES FOR PERMITS AND OBTAIN PERMIT.COORDINATE ALL WORK WITH BUILDING IN FIRST FLOOR I I I I )I- `` ! II I --•- t-'-^, -_45 ENGINEER/L.ANOLORO.COORDINATE LOCATION OF'FRCP'PANEL AND OTHER DEVICES T�{°SS• ::^ I -}s--x:•�::.-ry - - _ r , !I>,.,.:' '1 I _ WITH AR HITECT.FIRE ALARM CONTRACTOR'S SHOP DRAWINGS SHALL BE SUBMITTED 1 i!! F ,. FOR FILING AND PERMIT AFTER APPROVAL OF SUBMISSION BY'CDPEPC'. - i5T FL ------------------------ I-------_-)1- I „Yj I - ( t';�,;F'ER q 'I - DEVICES INDICATED ON THE PLAN ARE THE MINIMUM NUMBER REQUIRED. 0 I I I I I _ --.- __ I JA, V ADDITIONAL DEVICES MAY BE REQUIRED AND/OR DEVICES RELOCATED DURING ELECTRICAL CLOSET pA � '- ry SSS--- p., FIELD EST IF DEFICIENCY IS OBSERVED BY AUTHORITIES HAVING JURISDICTION 8 II II II 1 ° r f i1r 7 rse A, i. ;m-_...).6 12. THIS CONTRACTOR MUST SUBMIT ALL DRAWINGS REQUIRED.COORDINATES INSPECTIONS. _ L PAY FOR ALL FEES AND OBTAIN PERMITS,FINAL.CONNECTIONS TO FIRE ALARM PARTIAL RISER DIAGRAM NOTES SYSTEM AND RE-PROGRAMMING BY BUILDING FIRE ALARM CONTRACTOR TO BE LVc 7,.; IIELE.':'A.faiz ll y p_; INCLUDED IN THIS BCD.THIS CONTRACTOR DEL INCLUDE ALL APPLICABLE CHARGES! f FOR OGRAMMIN-OF SE BUILDING MS. 1. ALL EQUIPMENT AND FEEDERS INDICATED IN RISER DIAGRAM ARE EXISTING TO A I L OLFA II _ REMAIN.ADDED ELECTRICAL LOAD WILL NOT EXCEED MAXIMUM ALLOWED CAPACITY OF -J 1 I -i('j f I ° THE EQUIPMENT AND FEEDERS. L I I ' �.�uwvmr.•wx. - p-;� 1 \ 1111I I. FIRE ALARM LEGEND awww"MK`_"""*NNIa` I ¢ I 1 I ,Ili I kF1 SY.6•n:% F __ it m WALL MOUNTED FIRE ALARM STROBE.COLOR:WHITE. WALL MOUNTED COMBINATION STROBE/SPEAKER.EAKER ' BE/SP ,COLOR:WHITE. N _ AREA OF WORK 7 I r I I• p I, %:r' EXIST.WALL MOUNTED COMBINATION STROBE/SPEAKER167 L- 1 =._.__..-_' ':_:sa•33IAV-:_:" , .. {`t�.:a1 '` J , I -- 1g •I v T `SE DETECTOR CEILTO REMAIO PHOTO-ELECTRIC SMOKE EXISTING FIRE ALARM CONTROL PANEL NO. BY REVISION DESCRIPTION DATE FACP� RL - DENOTES EXISTING RELOCATED I 11 ER DENOTES EXISTING TO BE RELOCAED ' E705nN0 --j-__---_----.-------------------- 3R0 FLOOR VERIFY&COORDINATE QUA TI PANEL SCHEDULE II TIES FROM DRAWIN0.1I PMEL NO, 'U85-H ':O:.FS(V). 120/208V PHASE:3 WIRE:a COPPER BUS: 150A II j {C- ;r j,. `c; II IAAM CIRCUIT BREAKER: MUD MIN: 10000 AIC SYMM. II --------- ':FF-:.('`FF-.�'"-.f:FF_.�,,.FF. .{h•yLJ�-¢J TRIP - TRIP CKT' AMPS DESCRIPTION A-PH(VA) 8-PH(VA) C-PN(VA) DESCRIPTION AMPS CKTE I 2614 2114 2 II j r__ - 3 -30/3 FPS-1 1666 1 1166 FPB-4 25/3 4 II ; ; ; ; " .LOAD SUMMARY 5 1666 1 1,65 6 I I I I .7 2na 38a5 B R SECURITY SYSTEM II 9 25/3 FPB-2 t166 2333 FPB-5 45 3 tD' I� 1 1 1 I DOOR RELEASE CONNECTED DEMAND DEMAND LOAD DEMAND LOAD / II PANELS LOAD TYPE W/SF 1 1 I ) LOAD FACTOR (VA) (W) I1 1166 2333 12 L_I--1+F - 2ND FLOOR-�I------ ------------------ TP2 LIGHTING 11457 1 ii457 10311 13 25/1 SPARE 2119 14 II -1 L1_L II + RECEPTACLES 66909 PER N.E.C. 38455 346G9 15- 2196 1166 FPB-8 25/5 16R+TPI25/2 FPB-3 1 I I/ 1250 1166 19 II 1 EXISTING i II UBSH+TP2 HVAC 71996 1 71946 64751 I9- 20 1 SPARE SPARE 20/1 20 II I FIRE I II UBSB - 21 1948 2198 22 II I ALARM 1 TOTAL CONNECTED LOAD(VA)= 150312 25/2 FPB-7 FPB-6 25/2 I COONTRELOL 1 FA RISER NOTES: II USF- - TOTAL DEMAND LOAD(VA) 121&58 23 1000 1250 24 j 1 I. MINIMUM CONDUIT SIZE SHALL BE 3/4"C !I POWER FACTOR= 0.90 TOTAL W/SF 25 726 560' 26 I "FRCP" I - '27 IS/S` FPB-17 726 . 560 FPS-13 15/3• 2B I! 1 _ 2. VERIFY TYPE/SIZE OF WIRING FOR STROBES. II - - - 29 726 560 30 II } i UTILIZE CONDUIT FOR PULLING STROBE WIRING. II 2/1 SP 3. 'E' DENOTES EXISTING TO REMAIN., II II - DEMAND LOAD -121858/360 31 33 20 338 AMP. PROVIDE LOCK - SPARE'35 20/1 SPARE 726 36 I CIRCUIT BREAKER 37 20/1 SPARE SPARE 20/1 38 II - 19 20/1 SPARE $PARE 20/1 40 _ --_----_---------------,-------_�iST FLOOR- - 41 20/1 SPARE SPARE 20/1 42 I ! LCL. 1.25(vA)= 0 I4813 15853 13009 1 .CD ISSUED FOR BID h PERMIT 08.01.08 OTHER LOAD(VA)= 41675 •NEW.w1CR CIRCUIT BREAKER PARTIAL FIRE ALARM RISER DIAGRAM - No.. BY ISSUED TO DATE TOTAL LDADNA)= 43675 FEEDER AMPS- 121 Cos .. EXISTING 353 GEORGES'ROAD DMSTWG - POSTING • ■ DAYTON,NJ 08810 ' 732.274.9540 PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE , 732.274.1372 FAX ' PANEL NO: TP2 SECTION I PANEL NO: TP2 SECTION II - PANEL NO: UBS-B AN INTERIOR FACILITY PLANNING SERVICE VOLTS(V): 120 208V PHASE:3 WIRE: 4 COPPER BUS: 400A VOLTS IV): 120/208V PHASE:3 WIRE:4 COPPER BUS: 400A VOLTS(V): 120 209V PHASE:3 WIRE:4 COPPER 8U5: 125A ' MAN CIRCUIT BREAKER: 400A MN: 10000 AIC SYMM. MAIN CIRCUIT BREAKER: MLO MIN: 10000 AIC SYMM. MAN CIRCUIT BREAKER: MUD MIN: -10000 At SYMM. CKT AMPS DESCRIPTION A-PH(VA) B-PH(VA) C-PM(VA) DESCRIPTION ,gMPS CKT CKT AMPS DESCRIPTION A-PH(VA) B-PH(VA) C-PH(VA) DESCRIPTION �P$ CKT. CKT TRIP RP5 DESCRIPTION A-PHNA) B-PH(VA) ,C-PH(VA) DESCRIPTION M CKT ' 1 20/1 OFFICE LTC. 1068 890 OFFICE ITC. 20/1 2 43 1227 1227 CRAG-Y 20/2 q4 1 20/1 CONY.RECEPTS. 720 1080 COW.RECEPTS• 20/1 2 _20/2 CRAC-1 320/1 OFFICE LTG. 1502 'tlt6 • STEM.ROOM LTG. 20/f 4 45 1227 1227 46 3 20/1 DATA RECEPTS. 720 720 CONY.RECEPTS. 20/1 4 ' 5 20/1 OFFICE LTG. - 7424 7468 OPEN AREA LTG. 20/1 6 47 20/1 SPARE 1258 48 5. 20/1 CONY.RECEPTS. 900 720 DATA RECEPTS. 20/1 6 THE ABM aF_9pML AID bPEOlYwipN3 ARE 1KE PMr n'BBB mK1RAt:TaR s 6moKseLc Fm 7 20/1 EXIT.&EM.LTC. 537 LCP 20/1 8 49 20/1 EF-1.2 128 1258 CRACC-t 20/2 - 111Enn10 ILL BB4M4%AKB WIMIlONS AT-,IaB IDLE A4 HELL AS BIIaDFl9 Na15,OaLFB A10 50 7 20 1 DATA RECEPTS. 480 720 COMP.RECPTS. 20 t! 8 MONAIWIC want tB oR4lRucxnl.AALLu nIA♦RrANL6 ANo aanmllXs ti19ULD BE naaRO rTIE BM 1'PoaR N FA9afw1inl OF sAm tNFaC 1AKmACim.6 I76Pn1901E FLIT LpWFtn1C 9R 6AMe AT 1® 9 20/1 COPPIER 1000 I200 PRINTERS 20/1 10 57 20/i SPARE 1258 - 52 9 20/1• CONY.RECPTS. 720 960 COMP.RECPTS. 20/t• 10 Bax awalBc a9xnAtTBB n R�nlae�,wXL 7XIYPLMAI 1a1N Au B9B m1BIRI1C11aM KBIFa.vsa p 11 20/1! OPEN AREA LTC. 911 300 SCANNER 20/1 12 53 20/1 OAF-1 1176 1258 CRACC-2 20/2 54 11 20/1• CONY.RECPTS. t080 900' CONY.RECEPTS. 20/1 12 11�OE9O19 wIRAMYBTIeAP1AVRER nMY1NOwIFA 73 20/I OPEN AREA LTC. 939 IOOD COPIER 20/1 t4 55 20/1 SPARE 1388 S6 73 20/1 PROJ.+SCREEN 600 720 DATA RECEPTS. 20/1 14 15 20/1• OFFICE LTG. '772 1000 DISWAS14ER. 20/1 16 57 20/1 SPARE - 1388 FPS '20/3•• 58 15 20/I• CONE.RECPTS. 540 720 CONV,RECEPTS. 20/1 16 PROJECT NAME; TT�� .... .... . ....... .7.7- 20/,1• OFFICE LJC. 890 1000 COFFEE MAKER 20/t 18 59 20/t RCP-1 750 1388 60 17 2D/1 DATA RECEPTS. 960 720 COMP.RECPTS. 20/1• 18 _Il.1DS 79 20/1 RERtIGERATOR 600 300 - U:CABINET:REF,''20/1 _20 61' 20/1 'ESH-1 1000 -750 RCP-2 20/1 IN 19 20/I• PRINTER 400 1080 COMP:RECPTS. 20/1• 20 - 21 20/1 SPARE SPARE 20/1 22 63' 40 2 AC-1 3110 1000 - VAV-5 - 20/1 64 21 20/1 C. RECEPfi. 720 720 CONY.RECEIPTS. 20/1 22 - _ - 1471 IYANOUGH ROAD 23 20/1 PRINTER 400 800 PRINTERS 20 1 24 65 / 311 0000 'E8H-2 20/) 68 2S 70/1 CONY.RECEPTS. - �720 720 CONY.RECEPTS. 20/1 24 HYANNIS,MA'0260T-T862 25 20/1 M.MACH.F LE.FA% 540 14813 ' 26 67 - 1667 1736 ACC-1 30/2 68 25 20/1 CONY.RECEPTS. 1260 IOBD COMP.RECPTS.' 20/1• 26 DRAWING TITLE: C I M� P �• 27 2055 15853 UBS-H 150/3 28 69 20/3 EDH-i 1fi67 .1736 70 27 20/I CONY.RECEPTS. 360 1280 COW.RECEPTS. 20/1 '28 RISR 29 25/3•• FPB-f0 2055 13009 30 71 1667 1000 J2 29 20/I DATA RECEPTS. 960 960 DATA RECEPTS, 20/1 30 SCHEDULE $ FIRE ALARM PLAN }7 2055 10636 32 73 20/1 VAV-6 1000 1000 VAV-1 20/2 74 31 20/1 CONY.RECEPTS. 540 540 CONY.RECEPTS, 20/1 32 tM OF }} 20/1 SPARE 9556 UBS-9 100/3 34 75 20/1 VAV-3 1000 SPARE 20/1 76 33 1216 900 CONY.RECEPTS. 20/t• 34 4qT• PROJECT NO.: 200829 g 'NORTH FLOOR NO, DWG.NO. x5 2560 t0336 36 77 20 1 VAV-4 •' 1500 1000 78 35 20/3•• FPS-14 1216 300 AV RACK 20/1 36 cY CUFFORO l• 38 79 20/I VAV-7 1500 i500 VAV-2 20/2 ELECTRICAL 2. E. 7 50/3 UBS-a 930 BQ 3] 1216 SPARE 20/t 38 DW8 Y ^ DAB' 07�01�08 39 2820. NSS 40/3 40 et 1500 1000 SPARE' SPARE 20/7 40 No.Y1i891 USF: 1,700 ^� vl al SHUNT TRIP 42 83 20/2 EWH-1 VAV-8 20 1• .82 39 20 i �/'� 1500 100D VAV-9 20/1• 84 41 20/1 SPARE 180 CONY.RECEPTS. 20/1 42 A.4 SF/PP: .170 SECTION 1 (VA) 107055 35308 36614 35133 LCL X 1.25VA)= 0 7982 3456 6177 NEW CIRCUIT LCL x 1.25(VA)= 0 0638 9558 0336 NEW CIRCUIT LO (/?/L TEC190N 2(VA) 43615 NEW CIRCL'R OTHER LOAD(VA)= 43615 ••HACR CIRCUIT BREAKER OTHER U1 (VA)- 30528 • NEW HACK CIRCUIT BREAER AL�,..,+� DRAWN BY:MC UBS PROJ.I 100520 OTAL LOAD VA= 150670 FEEDER AMPS= 419 ••HACR CIRCUIT BREAKER TOTAL LOAD VA)= 43615 FEEDER AMPS= 121 TOTAL LOAD(VA)- 30528 FEEDER AMPS a 85 - CHECKED BY:GB '-.WIRE CODE: U027 I.. L------ .. - • SCALE: 1/8"=1'=0" SHEET:... OF