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Home My WebLink About2101 COSTA DEL MAR RD; ; CB061845; Permitr/ 10-02-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No CB061845 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2101 COSTA DEL MAR RD CBAD Tl Sub Type 2165900100 Lot# $92,490 00 Construction Type Reference # LA COSTA SPA 2691 SF THEATRE RENOVATION COMM 0 1111 Applicant AWBREY COOK MCGILL ARCHITECTS 104514THST SUITE 100 SAN DIEGO, CA 92101 619-398-3480 Status Applied Entered By Plan Approved Issued Inspect Area Plan Check# Owner K S L LA COSTA RESORT CORP 50-905 AVENIDA BERMUDA LAQUINTACA 92253 PENDING 06/27/2006 JMA Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $51961 Meter Size $0 00 Add'l Reel Water Con Fee $337 75 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $1942 PFF (3105540) $0 00 PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $0 00 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MEGHAN ICAL TO TAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $7000 $000 $000 $000 $000 $000 99 $946 78 Total Fees $946 78 Total Payments To Date $1,300 27 Balance Due ($353 49) /I / BUILDING PLANS IN STORAGE Inspector FINAL APPROVAL Date .ATTACHED Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reseivations, or other exactions hereafter collectively referred to as lees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that proceduie will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning, zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise exoired CITY OF CARLSBAD REQUEST FOR REFUND Account No Amount Vendor No of Refund #3^ (tf Date Fee Paid frf2-"? \O£> Fee Paid For Fee Paid Byf *„ Facts Supporting Request •. <• l/AlVA/*YVOKj i . a.-? Name of Applicant Address /V\C<Sl|l Street !; City State Zip Signature of Applicant ::- t ^i ^ i Date Telephone•• Dept Justification Rec : ra^f; : < • •• .:."•• ,'-WP .-Approve., Finance Investigation Rec D Approve City Manager's Action D Approve , ,,, D D D , ,-.....„ 4- ..,, , ^.Disapprove. .. ,, ., - ,- .--, 0,f-, v .. • ..... ,. r~. (, , ,. -, Date •'U.'--! ^r', - ••-.-.• •' - ••'. Disapprove Dept Head Signature Date Disapprove C|ty Manager Signature Date - PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 11 EST VAL Plan Ck Deposit Validated By Date [1 PROJECT INFORMATION I;; 2101 Costa del Mar Road Carlsbad CA 92009 La Cosfa Hotel and Spa Address (include Bldg/Suite #)Business Name (at this address) Those portions of sect'on 26 and 35 in township 1 2 South range 4 West San Bernardino Mena'ian in the County or San Diego State of Ca ifornia according to official plat thereof Legal Description 216 12303 04 05 Lot No Subdivision Name/Number Theater Unit No Theater Phase No Total # of units Assessor s Parcel # Theater renovation Existing Use 6 589 SF ONE Proposed Use Description of Work SQ FT # of Stories # of Bedrooms # of Bathrooms 2 CONTACT PERSON (if different from applicant)" 'Name Address J3 K APPLICANT D Contractor D Agent for Contractor ; ; .; • Awbrev Cook McGill Architects, 104514th Street Suite Name Address 4 PROPERTY OWNER City State/Zip Telephone* : . Q Owner ' D Agent for Owner ' 100, SanDieao CA 92101-5701 6193983480" City State/Zip Telephone # _ Fax* p£*J / S&oTT^ ..,, ; :•;:,:.• :. :. KSL La Costa Resort Co LLC 2100 Costa de I Mar Road Carlsbad CA 92009 760 930 7075 Name Address City State/Zip Telephone # :5 CONTRACTOR COMPANY NAME "'_ __/"(; "•'•' ^""'" "" :_~"< '."'^T'._._l.^ •".••. i. "."'•'"''*'' 1IT"''' (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) -JCName State License # Addres > License Class City State/Zip City Business License #. ^Designer Name State License # Address City State/Zip Telephone # ;6 WORKER'S COMPENSATION ;!" ,: '•*,', :i 0; :- : ''• Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued D I have and will maintain workers compensation as required by Section 3700 of the labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are . •>^r"" >// TKS C& Policy No /7/-AT-^o?/- 7<<S EInsurance Company _Expiration Date_ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permil is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California \ WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand \dollars($100 000) m addition to the cost of compensation damages arej*rovided for in Section 3706 of the Labor Code interest and attorney s fees / ^SIGNATURE &##*r&S- -&^C& ^v £(^, __ DATE 7 OWNER BUILDER DECLARATJr ' ~~y,.... I hereby affirm that I am exempt from >6 Contractor s L icense Law for the following reason D I as owner of the property or my employees with wages as their sole compensation will d the wort and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such impiovements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) D I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law) D I am exempt under Section __ Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement D YES D NO 2 I (have/have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (f rm) to provide the proposed construction (include name / address / phone number / contractors license number) I plan to provide portions of the work but I have hired the following person to coordinate supervise anc provide the major work (include name / address / phone number / /ontractors license number) I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 Page 2 of 2 JCOMPLETE THIS SECTION FOR WOW RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to .submit a business plan acutely hazardous materials n gistration for or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' DYES H NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or an quality management district? D YES H NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' D YES El NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8'.y-::::;c6NSTRUCTioN"LENDiNGAGENCY: 'ii'" '" ~";:: - '""!-: "i I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i)~CiviiCode) LENDER S NAME LENDER S ADDRESS '9 .AiPPLiCANT CERTIFICATION ' JZ""I'J'"."" !|[".'IZ7: 'I .. '.."".'~'.'.~' '.'.... . 'ZIZI7' '-ZIZ7'."" . . ZZZZ" ..".'".'"II." .: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations of 5 0 deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Offic lal under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Se<tfic*ilfl£x4-4-yfljforrn Building Code) APPLICANT S SIGNATURE ' . <Z/ . V,^— DATE JUne 1? 2°°6 Permit^ CB061845 Type Tl Date Inspection Item 09/17/200719 Final Structural 09/17/200789 Final Combo 11/30/2006 89 Final Combo 11/03/2006 34 Rough Electric 11/03/200634 Rough Electric 11/03/2006 84 Rough Combo 11/03/2006 84 Rough Combo 10/27/2006 17 Interior Lath/Drywall 10/26/2006 14 Frame/Steel/Bolting/Weldm 10/24/2006 14 Frame/Steel/Bolting/Weldm 10/24/2006 31 Underground/Conduit Winn 10/23/2006 14 Frame/Steel/Boltmg/Weldin 10/23/2006 31 Underground/Conduit Winn 10/23/2006 34 Rough Electric COMM Inspector Act Rl PD PD PD TP PD TP PD PD PD PD PD PD PD AP CO AP NS AP NS PA PA PA PA CO CO CO LA COSTA SPA-2691 SF THEATRE RENOVATION Comments CAN YOU FINAL? HANDRAILS STEPS CEILING FLOOR WALL WIRING IN FLOOR NO APPROVED PLANS Tuesday September 18 2007 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 09/17/2007 Permit* CB061845 Title LA COSTA SPA-2691 SF THEATRE Description RENOVATION Inspector Assignment PD Sub Type COMM 2101 COSTA DEL MAR RD Lot 0 Type Tl Job Address Suite Location OWNER K S L LA COSTA RESORT CORP Owner K S L LA COSTA RESORT CORP Remarks CAN YOU FINAL' Phone Inspec Total Time Requested By CHRISTINE Entered By CHRISTINE CD Description 19,. Final Structural Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# CV020692 CLOSED 11 MOLD AND ILI EGAL CONST (ROOF PCR02289 ISSUED LA COSTA RESORT/MOVED WAU.S & REVISE I IGHTING (of. CLUBHOUSE FITNESS PCR03017 ISSUED LA COSTA RESORT REVISE ELECTRICAL PLANS PCR03059 ISSUED LA COSTA RESORT REV LOCKER RM PLANS PI IS I TO LEAVE HVAC AS IS PCR03073 ISSUED LA COSTA KESORT& SPA MOVING WALLS PCR04193 ISSUED LA COSTA RESTAURANT DEFERRED TRUSS SUBMMTAL AND REV STRUCT PCR04212 ISSUED I A COSTA RESTAURANT REVISE PLUMB ELECT & MECHANICAL Inspection History Date Description 11/30/2006 89 Final Combo 11/03/2006 34 Rough Electric 11/03/2006 34 Rough Electric 11/03/2006 84 Rough Combo 11/03/2006 84 Rough Combo 10/27/2006 17 Interior Lath/Drywall 10/26/2006 14 Frame/Steel/Bolting/Weldmq 10/24/2006 14 Frame/Steel/Bolting/Weldmg 10/24/2006 31 Underground/Conduit Wiring 10/23/2006 14 Frame/Steel/Bolting/Welding 10/23/2006 31 Underground/Conduit Wiring 10/23/2006 34 Rough Electric Act CO NS AP NS AP PA PA PA PA CO CO CO Insp PD TP PD TP PD PD PD PD PD PD PD PD Comments HANDRAILS STEPS CEILING FLOOR WALL WIRING IN FLOOR NO APPROVED PLANS City of Carlsbad Bldg Inspection Request For 11/30/2006 Permit* CB061845 Title LA COSTA SPA-2691 SF THEATRE Description RENOVATION Inspector Assignment PD 2101 COSTA DEL MAR RD Lot 0 Type Tl Sub Type COMM Job Address Suite Location APPLICANT AWBREY COOK MCGILL ARCHITECTS Owner K S L LA COSTA RESORT CORP Remarks p m please Phone 7146814141 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By BRIAN Entered By CHRISTINE Act Comment f Comments/Notices/Holds CV020692 PCR02289 PCR03017 PCR03059 PCR03073 PCR04193 PCR04212 Associated PCRs/CVs Original PC# CLOSED II MOLD AND ILLEGAL CONST (ROOF LA COSTA RESORT/MOVED WALLS & REVISE LIGIITING @ CLUBHOUSE FITNESS LA COSTA RESORT REVISE ELECTRICAL PLANS LA COSTA RESORT REV LOCKER RM PLANS PUS 1 TO LEAVE HVAC AS IS LA COSTA RESORT& SPA MOVING WAI.I.S LA COSTA RESTAURANT DEFERRED TRUSS SUBM1TTAL AND REV STRUCT LA COSTA RESTAURANT REVISE PLUMB ELECT & MECHANICAL ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED Inspection History Date Description Act 11/03/2006 34 Rough Electric NS 11/03/2006 34 Rough Electric AP 11/03/2006 84 Rough Combo NS 11/03/2006 84 Rough Combo AP 10/27/2006 17 Interior Lath/Drywall PA 10/26/2006 14 Frame/Steel/Bolting/Weldmc) PA Insp TP PD TP PD PD PD Comments CEILING CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE DATE /f- LOCATION PERMIT'KICJ (760) 602-2700 1635 FARADAY AVENUE TIME D. D r Ci&Jtf7i~*-^-» I -£ A'T' FOR INSPECTION CALL (760) 602 2725 RE-INSPECTION FEE DUE1? •7*0 2-2 7 o& YES FOR/FURTHER INFORMATION CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER EsGil Corporation In Partners Kip -with government for (Bui fding Safety DATE 9/26/O6 a APEUCANT """JURISV JURISDICTION City of Carlsbad "a-PtAfiREVIEWER a FILE PLAN CHECK NO 06-1845 SETHL PROJECT ADDRESS 2101 Costa Del Mar Rd PROJECT NAME La Costa Hotel and Resort - Theater Renovation XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete techeck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 8/18/06 tmsmtldot 9320 Chesapeake Drive, Suite 208 O San Diego, California 92123 + (858)560-1468 4> Fax (858) 560-1576 EsGil Corporation In fartnersnip wit A government for (But fifing Safety DATE August 2, 2O06 JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06-1845 SET II PROJECT ADDRESS 2101 Costa Del Mar Rd PROJECT NAME La Costa Hotel and Resort - Theater Renovation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Awbrey Cook Me Gill Architects 1045 14th Street Suite 100, San Diego, CA 92101-5701 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Awbrey Cook Me Gill Architects Telephone # 619-398-3480 Date contacted S"/* /0& (by l^_) Fax # 619-398-3488 Mail "Telephone FaxtX In Person 1 REMARKS By Steve Sanders for Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 7/24/06 tmsmUdot 9320 Chesapeake Drive, Suite-MS «> San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 06-1845 August 2, 20O6 RECHECK PLAN CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO 06-1845 PROJECT ADDRESS 2101 Costa Del Mar Rd SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 7/24/06 August 2, 2006 REVIEWED BY Steve Sanders for Doug Moody FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit two new complete sets of prints to Esgil Corp or to the bldg dept of the juris B To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? aYes aNo City of Carlsbad O6-1845 August 2, 2OO6 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete PAGE TWO OF THIS CORRECTION LIST PROVIDES INSTRUCTIONS FOR PLAN CHECK RESPONSES PLEASE CLEARLY NOTE ON THE LIST WHERE EACH ITEM CAN BE LOCATED 3 Please show the lift is permitted by the State of California Division of State Architects, Access Compliance Section, the Department of Industrial Relations and the Division of Occupational Safety and Health Show the lift comply with Chapter 11B and ASME A17 1, Safety code for Elevator and Escalators Section XX, 1990 Please provide the manufactures information for the lift and show this lift meets the referenced requirements 5 Note on the plans "All interior finishes must comply with Chapter 8 of the UBC" Specify "Class III flame spread rating (minimum) for A3 occupancies " The plans do not show the "Class III" flame spread rating 6 Please provide electrical plans indicating all changes to the electrical system The City requires electrical plans for commercial projects The plan check response states the electrical will be design build Please provide electrical plans 7 Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies NM cable is restricted (without City approval) to one and two family dwellings Note on plans that an equipment ground conductor is to be installed in all flexible conduits" Please provide this note on the electrical plans 8 Please indicate if the lighting system is to be altered, if so please provide complete plans Please provide the required energy compliance forms The LTG-1-C forms shall be signed and imprinted on the plans Please note on the plans the lighting is not to be altered City of Carlsbad 06-1845 August 2, 2O06 9 Please indicate if the mechanical system will be altered If so please provide complete plans Please provide the required MECH-1-C forms to show energy compliance The MECH-1-C forms shall be signed and imprinted to the plans Please note on the plans the mechanical system will not be altered 10 When alterations, structural repairs or modifications oi additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B 2 These requirements apply as follows a) The area of specific alteration, repair or addition must comply as "new" construction b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features Please expand the information on the plans showing full compliance with all disabled access path of travel requirements Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Steve Sanders for Doug Moody at Esgil Corporation Thank you EsGil Corporation In (Partnership with government for (BuiUmg Safety DATE 7/11/O6 a APPLICANT JURISDICTION City of Carlsbad /a PLAN REVIEWER a FILE PLAN CHECK NO 06-1845 SET I PROJECT ADDRESS 2101 Costa Del Mar Rd PROJECT NAME La Costa Hotel and Resort - Theater Renovation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XJ The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X3 The applicant's copy of the check list has been sent to Awbrey Cook Me Gill Architects 1045 14th Street Suite 100, San Diego, CA 92101-5701 Esgil Corporation staff did not advise the applicant that the plan check has been completed X] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Awbrey Cook Me Gill Architects Telephone # 619-398-3480 Date contacted M& (by-fa-) Fax # 619-398-3488 Mail —^Telephone Fax-^fn Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 6/29/Oe trnsmtldot 9320 Chesapeake Drive, Suite ,'08 «> San Diego, California 92123 *• (858)560-1468 * Fax (858) 560-1576 City of Carlsbad 06-1845 7/11/06 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 06-1845 OCCUPANCY A3 TYPE OF CONSTRUCTION III1HR ALLOWABLE FLOOR AREA SPRINKLERS'? Yes REMARKS DATE PLANS RECEIVED BY JURISDICTION 6/27/06 DATE INITIAL PLAN REVIEW COMPLETED 7/11/06 JURISDICTION City of Carlsbad USE Theater ACTUAL AREA 269 Isf STORIES 1 HEIGHT OCCUPANT LOAD 179 DATE PLANS RECEIVED BY ESGIL CORPORATION 6/29/06 PLAN REVIEWER Doug Moody FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments Clearance from Ihose departments may be required prior to the issuance of a building permit Code sections cited are based on the 1997 UBC The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e . plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw dot .City of Carlsbad O6-1845 7/11/06 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 editions of the California Building/Plumbmg/Mechanical Codes and the 2004 edition of the California Electrical Code, which adopt the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC On the first sheet of the plans indicate • The floor area of the remodeled area, clarify the area of improvement the theater appears to be only 2691 square feel or is the scale incorrect? Type of construction of the existing building, • Sprinklers Yes or No • Present and proposed occupancy classifications of the remodel area, • The story where the tenant improvement is located, • The occupant load of the remodel area(s) Please show the lift is permitted by the State of California Division of State Architects, Access Compliance Section, the Department of Industrial Relations and the Division of Occupational Safety and Health Show the lift comply with Chapter 11B and ASME A17 1, Safety code foi Elevator and Escalators Section XX, 1990 Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the new raised floor at the lift Include all calculations and finding on the plans Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code Note on the plans "All interior finishes must comply with Chapter 8 of the UBC" Specify "Class III flame spread rating (minimum) for A3 occupancies " Please provide electrical plans indicating all changes to the electrical system > City of Carlsbad 06-1845 7/11/06 7 Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies MM cable is restricted (without City approval) to one and two family dwellings Note on plans that an equipment ground conductor is to be installed in all flexible conduits" 8 Please indicate if the lighting system is to be altered, if so please provide complete plans Please provide the required energy compliance forms The LTG- 1-C forms shall be signed and imprinted on the plans 9 Please indicate if the mechanical system will be altered If so please provide complete plans Please provide the required MECH-1-C forms to show energy compliance The MECH-1-C forms shall be signed and imprinted to the plans 10 When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B 2 These requirements apply as follows a) The area of specific alteration, repair or addition must comply as "new" construct ion b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features 11 It is unclear from the plans if the restrooms servicing the tenant improvement are disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant 12 Revise plans to clearly show that accessible seating is provided and noted as follows, per Section 1104B 3 1 d) Seating and toilet facilities in public amusement and/or resort areas shall be provided in a variety of locations such that a choice of sightlmes is available e) Show a minimum of accessible seats as follows, i) >4 but 526 total seats = >1 n) >27 but £§0 total seats = 2 in) >b1 but ^BOO total seats = 4 iv) >301 but fSOO total seats = 6 v) >500 total seats = 1 additional seat for each additional 100 seats f) Readily removable seats may be installed in wheelchair spaces when not required to accommodate wheelchair users g) Show >1 % (with minimum of 2 seats) for semiambulant persons with >24" clear space in front of the seats -City of Carlsbad 06-1845 7/11/06 h) Show minimum clear space for wheelchairs, per Section 1104B 3 6 i) Floor surface is required to be slip resistant j) Accessible viewing positions may be clustered on levels providing accessible egress in balconies and other areas with <300 occupants and seating slopes ^5%, per Section 1104B 3 5 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation Thank you City' of Carlsbad 06-1845 7/11/06 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 06-1845 PREPARED BY Doug Moody DATE 7/11/06 BUILDING ADDRESS 2101 Costa Del Mar Rd BUILDING OCCUPANCY A3 TYPE OF CONSTRUCTION III1HR BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Rlrln Pprmif FPP hv Ordina AREA (Sq Ft) 2691 cb nrp V i Valuation Multiplier 3437 By Ordinance Reg Mod VALUE ($) 92,490 92,490 &CM f\ &4!pOlU bl Plan Check Fee by Ordinance Type of Review \2 ] Repetitive Fee ~j Repeats Comments $331 90 Complete Review D Other i—I Hourly G Structural Only Hour Esgil Plan Review Fc $285 94 Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER £B.DATE ADDRESS 2-f RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10.000.001 PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER V DATE DATE Carlsbad Fire Department BUILDING OEPT. COPY Plan Review Requirements Category TI, COMM Date of Report 07-24-2006 Reviewed by Name Address Permit # CB061845 Job Name 65 89 SF THEATRE RENOVATION Job Address 2101 COSTA DEL MAR RD CHAD IMWttHHKEiiM^^JgjH^ou have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions Tond CON000149I 1ET] ** APPROVETJTHIS PROJECT HAS BEEN REVIEWED THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW 1 Provide requisite information on materials to be used on insulated wall panels 2 Provide proper signage on Projection Room door stating "SAFETY FILM ONLY PERMITTED IN THIS ROOM" CBC 406 1 2 3 Provide detail of projection room port or opening CBC 406 4 4 Provide details of Projection Booth supply air and exhaust air CBC 406 5 2 5 Provide plan showing EXIT hgthing including low level and aisle marking 6 Provide EXIT door details showing that existing doors comply with exiting and Fire-rating requirements Entry 07/03/2006 By GR Action CO Entry 07/24/2006 By GR Action AP Carlsbad Fire Department BUILDING DEPT. COPY Plan Review Requirements Category TI, COMM Date of Report 07-03-2006 Name Address Reviewed by Permit # CB061845 Job Name 6589 SF THEATRE RENOVATION Job Address 2101 COSTA DEL MAR RD CBAD INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions /Cond CON0001496 [NOT MET] 1 Provide requisite information on materials to be used on insulated wall panels 2 Provide proper signage on Projection Room door stating "SAFETY FILM ONLY PERMITTED IN THIS ROOM" CBC 406 1 2 3 Pro vide detail of projection room port or opening CBC 406 4 4 Provide details of Projection Booth supply air and exhaust air CBC 406 5 2 5 Provide plan showing EXIT ligthmg including low level and aisle marking 6 Provide EXIT door details showing that existing doors comply with exiting and Fire-rating requirements Entry 07/03/2006 By GR Action CO BURKETT & WONG Structural & Civil Engineers & Surveyors 3434 Fourth Avenue • San Diego, CA 92103-4911 Tel (619) 299-5550 • Fax (619) 299-9934 DATE- JULY, 2006 ENGINEER- CEC JOB No 9566A STRUCTURAL CALCULATIONS 100%SUBMITTAL FOR LA COSTA THEATER RENOVATION AWBREY COOK McGiLL ARCHITECTS 104514THSTSTE 100 SAN DIEGO, CA 92101-5701 burkett structural ft civil engineers PROJECT " Tic Beam M1 Shape 400S200-43 Material A570 33 Length 4 5 ft I Joint N1 J Joint N2 LC1 L+D Code Check 0 264 (bending) Report Based On 97 Sections A , k-ft -196 at 4 5 ft - 22 at 2 25 ft 5 048 at 2 25 ft 1- My k-ft >!l/S/ 7999 ASD Code Check Max Bending Check Location Equation R (c3 1 3) Fy Pn Tn Mny Mnz Vny Vnz Cb Not Used 33ksi 10 592 k 13266k 496 k-ft 1 395 k-ft 2968k 3157k 1 0264 ?25ft C521-2 Max Shear Check 0110(y) Location 0 ft Max Defl Ratio L/2078 Y-Y Z-Z Cm 6 85 Lb 45ft 45ft KL/r 70627 33461 Sway No No LComp Flange 45ft L -"o op II CLCO"(0COooCMCO Beam M1 Shape 400S200-43 Material A570 33 Length 2 1 ft I Joint N1 J Joint N2 LC1 L+D Code Check 0172 (bending) Report Based On 97 Sections HCX*- A ITK T l, «. fa - Irci Dy \ / in - 004 at 1 05 ft 274 at 0 ft S^, \l\l ^"^ . tfVV — *<r"r~: ~ K - 274 at 2 1 ft Mz k ft -144 at 1 05ft 3 298 at 1 05 ft k TC «"™E^-*^*^;^w**i» KSI \/ T If MX; If ft -3 298 at 1 05 ft AIS1 1999 ASD Code Check Max Bending Check 0172 Max Shear Check 0154(y) Location 1 05 ft Location 0 ft Equation C521-2 Max Defl Ratio L/6815 R (c3 1 3) Not Used Fy 33ksi Y-Y Z-Z Pn 10592k Cm 6 85 Tn 13266k Lb 21ft 21ft Mny 496k-ft KL/r 32959 15615 Mnz 1 4 k-ft Sway No No V^ ll$t LComp Range 2 1 « Cb 1 ACOBD, CERTIFICATE OF LIABILITY INSURANC^'^ °9 PRODUCER" Beissel Insurance Service, Inc 13732 Newport Avenue, Suite #4 P O Box 749 Tustin CA 92781 Phone 714-838-0601 Fax 714-731-7166 INSURED KR Commercial Interiors , Inc754 N Batavia StreetOrange CA 92869 i ._ . ... DATE (MM/DDrTO 08/31/06 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURERS AFFORDING COVERAGE INSURER A Mt Hawley Insurance Company INSURERS Peerless Insurance Company INSURER c Clarendon Insurance Company INSURER D INSURER E COVERAGES 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 CLAIMSm A B A C B TYPE OF INSURANCE GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY | CLAIMS MADE [ | OCCUR X Owner/Cont Prot GENT AGGREGATE LIMIT APPLIES PER | POLICY [x~] SECT 1 1 LOC AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON-OWNED AUTOS GARAGE LIABILITY ANY AUTO EXCESS LIABILITY X | OCCUR | | CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY OTHER Bailee Coverage POLICY NUMBER MGL 0148641 BA8061021 EMX0305107 01KR-0031-725 CBP9621165 TOLICY EFFECTIVEDATE (MM/DD/YY) 09/01/06 09/01/06 09/01/06 12/31/05 09/01/06 W3LICYEXPIRAT1ONDATE (MM/DD/YY) 09/01/07 09/01/07 09/01/07 12/31/06 09/01/07 LIMITS EACH OCCURRENCE FIRE DAMAGE (Any one fire) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS COMP/OPAGG COMBINED SINGLE LIMIT(Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY EA ACCIDENT OTHFR THAW ^ ACC AUTO ONLY AGG EACH OCCURRENCE AGGREGATE ,, WCSTAIU i IOTH X TORY LIMITS 1 1 ER EL EACH ACCIDENT B L DISEASE EA EMPLOYEE EL DISEASE POLICY LIMIT $1,000,000 $50,000 $5,000 $1,000,000 $2,000,000 $1,000,000 $1,000,000 $ $ $ $ $ $ $5,000,000 $5,000,000 $ $ $ $$1,000,000 $$1,000,000 s $1,000, 000 SF, RC $450,000 Ded 500 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISION'* *Except 10 day notice of cancellation for non payment of premium and/or non reporting of payroll Certificate holder is named as addi bional insured per attached form CGL 216 (04/98) Re La Costa Resort & Spa, Carlsbad, CA CERTIFICATE HOLDER Y ADDITIONAL INSURED INSURER LETTER A CANCELLATION KSLLACO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF 1 HE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN KSL La Costa Resort Co , LLC NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO DO so SHALL 2100 Costa del Mar Ro-id IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR Carlahad CA 0,2000. ' REPRESENTATHVL^ «-> 1 AUTHORIZED REPRESENTATIVE sawC RichardLu. B&Lssel t } ,<& J ACORD 25-S (7/97)"iWCORtfCORPORATION 1988 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASMEA181 2003 (03) solid state deviie an element that can control current flow without moving parts speed governor a continuously operating speed monitor- ing and detection dev ice that, at predetermined speeds, pro\ ides signals to the con trailer and imparts a retarding force to activate the platform lift or counterweight safety, or stairway chairlift starters iontrol panel an assembly of devices by means of which the starter may control the manner m which a lift functions *tatu bwitilung switching of circuits by means of solid state dev ices *top witih sec emergcmy stop bwitih supply piping the piping for a hydraulic driving machine between the control valves and the driving member of the dnv mg machine lermina1 landing sec landing hrmina1 stopping devu i, final a dev ice that automatically causes the power to be removed from the driving machine motor and brake, or from a hydraulic driving machine, independent of the functioning of the normal terminal stopping device, the operating device, or any emergency terminal speed limiting dev ice, after the plat- form lift or stairway chairlift has passed a terminal landing termina' stopping devue, niathme final (stop-motion switih) a final terminal stopping device opeiated directly by the driving machine. termma1 stopping dtWic, normal a device or devices to slow down and stop a platform lift or stairway chairlift automatically at or near a terminal landing indepen- dently of the functioning of the operating device. travel (rise) the vertical distance between the bottom terminal landing and the top terminal landing traveling table a cable made up of electric conductors, \vhich prov ides electrical connection between a platfoim lift or stairway chairlift and a fixed outlet in the runway valley break, a broken wire in a wire rope m which the outside wire of a strand breaks in the immediate vicinity of the point where it contacts a wire or wires of an adjacent strand, generally at a point not v isible when the wire rope is examined externally One end of the broken wire is long enough to reach from one valley to the next one and the other end of the broken wire genei- ally cannot be seen vertical platform lift a powered hoisting and lowering mechanism designed to transport mobility -impaired persons on a guided platform that tiavcls vertically weatherproof so constiucted or protected that exposure to the \vealhei will not interfeie with its successful oper- ation window an assembly consisting of a surrounding frame and one or more sashes, ventilators, or fixed lights, or a combination of these, designed to be installed in a wall opening for the purpose of admitting light or air, or both worknig pribsun the pressure measured at the cylinder of a hydraulic driving machine when the platform lift or stairway chairlift are lifting their rated load at rated speed 1 4 Reference Codes, Standards, and Specifications This section covers the codes, standards, and specifi- cations incorporated in this Standard by reference, the specific editions that are applicable, and the rules of this Standard that reference each document (sec Table 1 4- 1) This section also lists the names and addresses of the organizations from which these documents may be procured (sec Table 1 4-2) Only that portion of the code, standard, or specifica- tion as specified by the rules in this Standard is appli- cable 2 VERTICAL PLATFORM LIFTS1 Section 2 applies to vertical platform lifts installed in locations other than in or at a private residence for use by the mobility impaired 2.1 Runways Runways shall be installed in accordance with paras 2 1 1, 2.1 2, or 2 13 Runway construction for lifts that penetrate a floor must comply with para 2 1 1 and with the building code 2 l.l Runway Enclosure Provided 2 1 1.1 The runway shall be guarded by a solid enclosure extending from the lowest landing to a height of at least 42 in (1 067 mm) above the uppermost land- ing The enclosure shall withstand, without permanent deformation, a force of 125 Ibf (556 N) applied on any 4 in (102 mm) by 4 m (102 mm) area The interior of the lunway enclosure shall present a smooth surface 2112 The runway entrance shall be guarded at the upper landing by a door of unpcrforated construc- tion not wider than the platform plus 1 m (254 mm) The door shall be self-closing and at least 42 m (I 067 mm) high The runway side of the door shall present a smooth surface The door shall be located not more than 3 in (76 mm) from the platform sill 2 1 1.3 The runway entrances at all but the upper- most landing shall be guarded by unperforated self- closing doors not wider than the platform plus 1 in 1 See section S for Ihe requirement for Ihis equipment installed m or it a pnviU. n_s.icknci. In ilu. \nurii in ol Miih iwcal I ASMEA181 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS (03)Table 1.4-1 Reference Documents ANSI A10 4 Gatest edition) ICC/AN SI AH 7 1 1998 ASME A 120 1 (latest edition) ANSI 297 1 1984 ASME B29 1 1975 AWS 01 1 (latest edition) AWS 01 3 (latest edition) NFPA 70 (latest edition) NFPA99 Gatest edition) ASME A17 1 1997 (and later editions) ASME A90 1 (latest edition) ASTM A 307 84a ASTM A 502 83a ASTM D 241292 ASTM E 8 (latest edition) CAN/CSA B44 1/ASME A17 5 (latest edition) 16 CFR Part 120186 National Building Code (latest edition) Standard Building Code (latest edition) Uniform Building Code ilatest edition) Standard Safety Requirements for Personnel Hoists Guidelines for Accessible and Usable Buildings and Facilities Safety Requirements for Powered Platforms for Building Maintenance Performance Specifications and Methods or Test For Safety Glazing Material Used in Buildings Precision Power Transmission Roller Chains, Attachments and Sprockets Structural Welding Code - Steel Structural Welding Code - Sheet Steel National Electrical Code0 Standard for Health Care Facilities Safety Code for Elevators and Escalators Safety Standard Tor Manlifts Specifications for Carbon Steel. Externally and Internally Threaded Standard Fasteners Specifications for Steel Structural Rivets Test Method Tor Determination of External Loading Characteristics of Plastic Pipe by Parallel Plate Standard Test Methods for Tension Testing of Metallic Materials Elevator and Escalator Electrical Equipment Architectural Glazing Standards and Related Materials A18 References 1 1 2 2 1 5, 3 1 4 2 and 3 10 1 1 1 2 36 43 and 6 64 3 2315. 2381 3315. 335 1,4312, 435 1, 5315 5381,6315 6351,7312, and 7351 9 1 1 and 9 1 2 912 2161. 2 1091. 3 1 6 1, 3 10 7 1, 4 1 3, 41031,5 1 41, 5 1091,6 161, 6 10 6 1, 7 1 3, and 71031 2113 1 1 2 112 2222, 3211, 5211 62 1 1, and 81 22 2223 3211, 5211 and 6 2 1 1 8148 95 1 2162 2 10 9 2, 3 1 6 2, 3 10 7 2. 4 1 4, 41032, 5 1 42, 51092,6162 6 10 6 2, 7 1 4 and T 1032 36 43 and 6 64 3 1 3 13 I 3 Available From ANSI ANSI ASME ANSI ASME AWS AWS NFPA NFPA ASME ASME ASTM ASTM ASTM ASTM ASME CPSC BOCA SBCC! ICBO llK XltKCKlM SvKlLK Ol Mtthlllltul f t1gHU,CW i f i 11. „ < (03) Space necessary for operation shall reject a ball / in (13 mm) in diameter The lift side of the landing doois and sill shall present a smooth surface located not closer than '4 "i (95 mm) nor more than 4 in (19 mm) from the platform floor 2114 All doors shall he provided with a combi nation mechanical lock and electric contact Locking devices shall be protected against tampering fiom the landing side The locking devices mav permit a door to be opened only if the platform floor is within 2 in (51 mm) of tlie respective landing They shall permit the platfoim to move awav from the landing under control of the normal operating device if the door is closed but not locked, provided that the device will cause the 001 In, tbv \m<-n<,w Vxw.lv rtt MiLliiutcal t iin<m,m ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRUFTS (03) platform to stop if it moves away from the landing more than 2m (51 mm) before the door is locked Doors shall withstand, without peimanent deformation, a force of 125 Ibf (556 N) applied on any 4 in (102 mm) by 4 in (102 mm) area 2115 No hardware shall project beyond the ver- tical Imeof trav el of the platfoi m, exceptfor that required for dooi locks 2116 The running clearance between the entrance and exit sides of the platform floor and the interior of the runway enclosures shall be not less than3/g in (95 mm) nor more than 3/C in (19 mm) 2 1 1.7 The platfoi m enclosure walls on the sides not used for entrance or exit shall be of smooth construc- tion to a height of at least 42 m (1 067 mm) above the platform floor with no openings other than those necessary for operation Openings necessary for opera- tion shall reject a ball 1/z in (13 mm) in diametci A grab rail extending the full length of either side wall shall be provided at a height of 34 in (865 mm) to 38 m (965mm) The running clearance between the platform enclosure walls and the runway enclosure shall be not less than 2 in (51 mm) nor more than 3 in (76 mm) 2 1.1 8 If the runway enclosure extends to a mini- mum height of 7 ft 0 in (2 134 mm) above the upper landing, consists of transparent walls, is exposed to direct sunlight, and is enclosed with a solid roof, forced ventilation with a minimum air handling capacity of one ai r change per minute based on net inside enclosure volume shall be provided The ventilation shall be pei- mitted to be thermostatically controlled, in which case, it shall be set to activate at a temperature not to exceed 90°F (32 22°Q An auxiliary power source capable of providing the minimum air handling capacity for 1 hr shall be provided Ventilating fans or blowers if used, shall be located outside the enclosure, or if inside the enclosuie, provide a minimum headroom cleaiance of 7 ft 0 in (2 134 mm) 2.1.2 Partial Runway Enclosure Provided 2 1 2.1 The area under the platform shall be f to move away from the landing under control of the normal operating device if the door is closed but not locked, prov ided that the dev ice w ill cause the platform to stop if it moves more than 2 in (51 mm) away from the landing before the door is locked 2.1 2 6 The platform side of the landing doors and sills shall present a smooth surface and shall not project beyond the vertical line of travel of the platform No hardware shall project beyond the vertical line of travel of the platform, except for that required for door locks and electric contacts The doors shall withstand, without permanent deformation, a force of 125 Ibf (556 N) applied on any 4 in (102 mm) by 4 in (102 mm) area 2 1.2,7 Smooth vertical fascias of unperforated construction shall be securely fastened from the top ter- minal landing sill and any intermediate landing sill to the level of the bottom terminal landing sill They shall be equal to or stiongcr than 0 0598 m (1 519 mm) sheet steel and guard the full width of the platform floor The fascias shall not be permanently deformed when a foice of 125 Ibf (556 N) is applied on any 4 in (102 mm) by 4 in (102 mm) area 2.1 2 8 The platform enclosure walls on the sides not used for entrance or exit shall be of smooth construc- tion to a height of at least 42 in (1 067 mm) above In Hit \iiHrii-iti Viui.l\ D| Mnlii'iicul I n juntas SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASME A18 1 2003 the platform flooi with no openings, other than those necessary for operation Openings necessary for opera- tion shall reject a ball V* in (13 mm) in diameter A grab rail extending the full length of cither side wall shall be provided at a height of 34 in (865 mm) to 38 in (965 mm) The running clearance between thcplatform enclo- sure wall and the v ertical face of the machine housing shall be not less than 2 m (51 mm) nor more than 3 in (76 mm) Where an obstruction or suiface less than 42 in (1 067 mm) abox e the top landing other than machine housing, stationar> guard panels shutter t>pe (telescop- ing) guard panels or sides used for entering and exiting is within 12 in (305 mm) of the platform enclosure walls and presents a pinching, shearing, or crushing hazard, a smooth continuous suiface shall be provided extending fiom the lower landing to a height of not less than 42 in (1 067 mm) above the top landing Where an obstruc- tion or surface is between 42 in (1 067 mm) and 80 in (2 000 mm) above the top landing a smooth continuous surface shall be prov idcd extending from the lower land- ing to a height of not less than 3 m (76 mm) abo\e the obstruction The continuous suiface shall be located on the lift side of the obstruction not closer than 2 m (51 mm) to the platform enclosuie walls. (03) 2.1 3 Runway Enclosure Not Provided 2.1.3.1 The runway entrance shall be guaided at the upper landing by a dooi of unperforated construc- tion The dooi shall be self-closing, at least 42 m (1 067 mm) high, and withstand, without permanent deforma- tion, a force of 125 Ibf (556 N) applied on a 4 m (102 mm) by 4 in (102 mm) area The door shall be located not more than 3 in (76 mm) fiom the platform sill 2132 The runwa> entrance shall be guarded at any intermediate landing b> a door of unperforated constiuction not wider than the entrance to thcplatform plus 1 in (25 4 mm) The door shall be self-closing and extend to a height of at least 42 m (1 067 mm) above the top tciminal landing The lift side of the door and sill shall present a smooth surface located not closer than •% m (95 mm) nor more than :tf m (19 mm) from the access edge of the platform floor 2133 Smooth vertical fascias of unperforated constiuction shall be securely fastened from the top ter- minal landing sill and any intermediate landing sill to the level of the bottom terminal landing sill The> shall be equal to or stronger than 00598 m (1 519 mm) sheet steel and guard the full w idth of theplatform The fascias shall not be pcimanently deformed when a force of 125 Ibf (556 N) is applied on any 4 m (102 mm) by 4 in (102 mm) area 2 1 3 ft The side of the platform providing access to the lowci landing shall be guarded by a platform door of unperforated construction The door shall be self-closing, at least 42 in (1 067 mm) high, and with- stand, without permanent deformation, a force of 125 Ibf (556 N) on a 4 in (102 mm) by 4 in (102 mm) area 2.1.3.5 The sides of the platform not used for entrance or exit shall be guarded by walls of smooth construction with no openings, other than those neces- sary for the operation of the lift, to a height of at least 42 in (1 067 mm) Those openings necessary for operation shall reject a ball !< in (13 mm) in diameter A grab bar extending the full length of cither side guard shall be provided at a height of 34m (865 mm) to 38m (965mm) 24 3 6 The underside of the platform shall be equipped w ith a dev ice that, if the platform is obstructed in its downward travel by a force not to exceed 15 Ibf (66 6 N) applied anywhere on its underside, w ill actuate a minimum of two sensing devices that shall cause elec- tric power to be removed from the driving machine motor and brake, if provided, and cause the platform to stop its downward motion within 2 m (51 mm) The stroke of the device shall be not less than the stopping distance of the platform The lift shall be permitted to operate away from the obstruction Downward motion shall be permitted to resume when the obstruction is remov cd 2.1 3 7 The clearance between the platform floor and the upper landing sill shall be not less than \ in (9 5 mm) nor more than 3/ in (19 mm) 2138 All doors, except as provided in para 2 13 8, shall be prov idcd with a combination mechanical lock and electuc contact Locking dev ices shall be pro- tected against tampering from the landing side The locking de\ ices shall permit a door to be opened only if the platform floor is within 2m (51 mm) of the respec- tive landing The platform shall be permitted to move away from the landing under control of the normal operating dev ice if the door is closed but not locked, provided that the dev ices will cause the platform to stop if it moves away from the landing more than 2 in (51 mm) before the door is locked 2139 Where the lift is installed at a location that docs nothav eguard railsatthc upper landing as allowed by building codes (sec definition), the requirements of paras 2131,2132, and 2133 shall be permitted to be omitted when platform gates are pirn ided They shall extend to a height at least equal to the top terminal landing height plus 6 in (152 mm) measured when the platform is at its lowest position The gates shall be of unperforated construction, self-closing and be prov ided with electric contacts to prevent movement of the plat- form if the gates are not closed The gates shall not be permanently deformed when a force of 125 Ibf (556 N) is applied on any 4 in (102 mm) by 4 in (102 mm) area 2 1 3 10 The icquiiements of para 2 13 7 shall be pcimittcd to be increased to 3 in (76 mm) if a platform 00! In Hit Si.xn.lv ol Millennial I ttginicn hioughout (he range of travel shall be not less than 80 in (2032 mm) as measmed vertically fiom the plat- form floor 2.2 Guide Rails Guide rails shall conform to the requirements of paras 221 through 227 Where tee rails are provided they shall also conform to the requirements of paras 228 and 22^ Kail joints shall be designed to maintain the accuiacvof the i ail alignment and to withstand thestiess and deflection limitations stipulated in para 224 221 Material Guide iaiK guide-rail bjackets, rail dips, fishplates, and their fastenings shall be of steel or other metals conforming to the requirements of para 2 2 Where steel mav piesent an accident Iward, as m chemical or explosive plants, guide rails shall be permit- ted to be of selected wood 01 other suitable nortmetallv: materials 222 Requirements for Steel, Where Used 222 1 Kails, biackets, fishplates, and rail clips shall be made of open-hearth steel or its equivalent hav ing a tensile sliength of not less than ^5,000 psi (379 MFa) and having an elongation of not less than 27%, in a length of 2 in (51 mm) 2 2 2.2 Bolts shall conform to ASTM A 307 2223 Rivets shall conform to ASTM A 502 2.2 3 Requirements for Metals Other Than Steel, Met- als other than ».teel shall be permitted to be used pro vided the factor of safety is not less than, and the deflections are not more than, the values specified in this Section, and piovided that cast tron is not used 2 2.4 Stresses and Deflections 2241 Guide Rafls Toi steels conforming to the requirements of para 222, the stresses in a guide rail or in the rail and its reinforcement, due to the lionzontal forces imposed on the rail duung loading, unloading or running, calculated without impact, shall not exceed 15,000 psi (103 MFa), and Hie deflection shall not exceed 4 in (6 3 mm) Where steels of greater strength than those specified in para 222 aie used, the stresses specified shall be permitted lobe increased proportionately based on the Mlio of the ultimate strengths 2242 Brackets, Fastenings, and Supports The guide-rail brackets, their fastenings and supports, such as building beams and w<iHs, shall be capable of lesistmg the horizontal forces imposed by rated load with a total deflection to the point of support not in excess of /t in (3 2 mm) 225 Guide-Rail Surfaces Guide-rail surfaces used for guiding a platform or counterweight sliall be suffi ciently smooth and true to operate properly with the guiding members Those surfaces that the platform or counterweight safeties engage shall be smooth and ti ue within the tolerances requued to ensure proper safety application without excessive retardation ot excessive out of-level platform flooi conditions resulting 2 2.6 Overall Length of Guide Rails, The platform and counterweight guide rails stall extend at the top and bottom to prevent tlie guiding membeis from disengag ing from the guide rails if either the platform or counter- weight reaches its extreme limrt of travel 10 00! l>\ lh<. \irKCH,-in Souils ol Mitli'tttical I SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASME A18 1 2003 227 Design and Strength of Brackets and Supports2 The building construction forming the supports for the guide rails, and the guide-rail brackets, shall be designed to safely withstand the application of the platform or counterweight safety when stopping the platform and its rated load or the counterweight, and withstand the forces specified m para 22.42 within the deflection limits specified Where necessary, the building construction shall be icinforccd to provide adequate support foi the guide lails 228 Bracket Fastenings Guide-rail brackets shall be secured to their supporting structure by means of bolts or n\ ets, or by welding Fastening bolts and bolt holes in brackets and their supporting beams shall conform to the icqunementBofpara 22.9 Welding, where used, shall conform to the requirements of para 9 1 229 Fastening of Guide Rails to Rail Brackets Guide tails shall be secured to their brackets by clips, welds, orbolts Bolts used for fastening shall be of such strength as to w ithstand the forces specified m paras 2242 and 227 Welding, where used, shall conform to the require- ments of para 9 1 2,3 Driving Means and Sheaves The driving means shall be one of the following (a) winding drum ft) traction d) roped sprocket (d) chain sprocket M sciew (f) rack and pinion (g) direct-plunger hydraulic (h) roped-hydiaulic d) lever hydraulic ()) friction Driving means utilizing a combination of two or more means shall confoim to all applicable requirements of the respective means unless stated otherwise 2.31 General Requirements 2311 The factor of safety, based on the static load (the rated load plus the weight of the platform, lopes, counterweights, etc), to be used in the design of dnving machines and sheaves, including fasteners tiansmitting load, shall not be less than 8 for steel, bronze, or other metals having an elongation of less than 14% m a length of 2 m (51 mm) or 10 for cast iron or other metals having an elongation of less than 14% m a length of 2 in (51 mm) Other factors of safety for i liunwav-enclosure walls of bricks terra colla, and similar male- nab used in buildings of steel and concrete construction, are usualK insufficient in strength to form b\ themtelveb adequate iiippoits for the. guide rails specific dm ing means aie fuithei specified in section 8 2 3.1 2 Set screws or threaded portions located in the shear plane of bolts and screws shall not be used to transmit load Means shall be provided to ensure that there is not lelative motion between rigidly joined components transmitting load Where flexible couplings arc used to transmit load, means shall be provided to prevent disengagement of the coupling components in the event of failure or exces- sive motion in the flexible connection 4 fillet shall be pro\ ided at any point of change in the diameter of dnv mg-machme shafts and sheave shafts to prevent excessive stress concentrations in the shafts Shafts that support drums, sheaves, gears, couplings, and other members, and which transmit torque, shall be provided with tight-fitting keys 2 3 1.3 Friction gearing, clutch mechanisms, or couplings shall not be used to connect a dnv mg machine drum or sheave to the mam driving mechanism 2314 Worm gearing having cast iron teeth shall not be used on the driving machine 2315 Driving-machine chains and sprockets shall be of steel and shall conform m design and dimen- sions to the lequirements of 4NSI/4SME B29 1 2.3.1 6 Winding drums, traction sheaves over- head sheaves, and deflecting sheaves used with suspen- sion and compensating ropes shall be of metal, shall be provided with finished grooves for ropes, or shall be permitted to be lined with nonmetalhc groove material, and have a pitch diameter of not less than 30 times the diameter of the suspension ropes Where 8 x 19 steel rope or 7 x 19 steel aircraft cable is used the pitch diameter of the drums and sheaves shall be permitted to be reduced to 21 times the diameter of the rope or cable Where the giooves are used to transmit power, suffi- cient traction shall be provided between the rope and groove, and m the event of nonmetalhc lining failure, between the rope and the remaining sheave groove, to safely stop and hold the platfoim with 125% of the rated load 2 3.2 Hydraulic Driving Machines Direct-plunger hydraulic duving machines, where used, shall conform to the requirements of paia 81, except para 8 1 2. Roped-hydraulic machines shall also conform to the requirements of para 8 1 except for paras 8 1 1, 8 1.3, 8143, and 8 147 2 3.3 Screw Machines. Screw machines, where used, shall conform to para 8.2 234 Friction Machines Friction machines, wheie used, shall conform to para 8 3 235 Machine Framework and Base The machine framcwoik, base, and fastenings to the buildings where 11 i'0» In \IIKIK in VH.U.H ol ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS used, shall be of melal construction, have a factor of safety of not less than 5 based on the rated load, and shall be secured in place with support piovided to limit their deflections to '4 m (64 mm) maximum in any direction under rated load Cast iron shall not be used 2.36 Guiding Member Enclosures The guiding mem- bers shall be enclosed with a solid enclosure to prevent accidental contact If openings arc necessary in this enclosuie for operation, they shall reject a ball ^ in (19 mm) m diameter 2.3.7 Machinery Beams and Supports 2.3.7.1 All machinery and sheav es shall be so sup- ported and secured to prev ent any part becoming loose 01 displaced Beams directly supporting machinery shall be of steel or remfoiced concrete 23.7.2 Overhead beams and sheaves shall be designed foi not less than the total load on overhead beams which shall be assumed to be equal to the weight of all apparatus resting on the beams plus twice the maximum load suspended from the beams The load resting on the beams shall include the complete weights of the dnv ing machine, sheaves, controller, eta The load suspended fiom the beams shall include the sum of the tensions in all ropes suspended fiom the beams 2.3 7.3 The driving machine or sheaves, except idlers or deflecting sheaves with their guards and fiamcs, shall not be fastened to the underside of the supporting beams at the top of the runway 23 7 4 Cast iron in tension shall not be used for supporting members for sheaves where they arc hung beneath beams 2.3.8 Guarding of Driving Machines and Suspension Means. The driving machine and suspension means shall be enclosed with a solid enclosure Any opening required foi operation shall reject a ball 3/i in (19 mm) in diameter Access shall be provided by a removable panel for inspecting and servicing The panel shall be sox^ed, locked, or bolted in place 239 Indirect-Drive Machines Inducct-dnvc ma- chines, utilizing V-belt drives, tooth drive belts, or drive chains, shall conform to the lequuements of paias 2.3 9 1, 2 3 9 2, and 2393, except that the requirements of para 2392 shall be permitted to be omitted if a self- locking drive meeting the requirements of para 2 4 3 is provided Tf multiple belts or chains arc provided, they shall be preloaded and matched for length in sets 2 3.9 1 General Requirements Belt sets shall be selected on the basis of the manufacturer's rated break- ing strength and a factor of safety of 10 Cham and sprocket sets shall be selected on the basis of recommen- dations set forth m the Supplementary Information sec- tion of ANSI/ASME B29 1 using a seivicc factor of 2 Offset links in chain are not permitted Sprockets in a chain dn\e set and also a driven set shall be assembled onto a common hub, with teeth cut in-line after assembly to assure equal load distribution on all chains Tooth sheaves for a belt drive shall be constructed in a manner to assure equal load distribu- tion on each belt in the set Load determination for both the belt and chain sets shall be based on the maximum static loading on the platform, which is the full load m the platform at rest and at a position m the runway that creates the greatest load, including either the platform or counterweight resting on its buffer Cham dnvcs and belt drives shall be guarded to pro- tect against accidental contact and to prevent foreign objects from interfering with drives 2392 Monitoring and Brake Location Each belt or chain in a set shall be continuously monitored by a broken belt or chain device that shall function to auto- matically interrupt power to the machine and apply the brake if any belt or chain m the set breaks or becomes excessively slack The driving machine brake shall be located on the traction sheave or drum assembly side of the driving machine so as to be fully effective if the entire belt set or chain set should break. 2393 Replacement of Belts or Chains If one belt or chain of a set is worn, stretched, or damaged so as to requne replacement, the entire set shall be replaced Sprockets and toothed sheav es shall also be replaced if worn 2.4 Driving Machine Brakes 241 Driving machines, except hydraulic, shall be equipped with friction biakcs duectly attached to the dm ing means through a continuous shaft, mechanical coupling, or toothed gearing applied by springs, or by gravity, and released electrically 2 4.2 A single ground or short circuit, a counter- voltage or a motor-field discharge shall not prevent the brake magnet from allowing the brake to set when the operating device is placed m the stop position 2 43 A machmebiake is not lequired if a self-locking drive utilizing a lead screw, worm, or other positive gearing that will stop and hold the platfoim with the rated load within 4 m (102 mm) of down travel after the power is icmovcd is provided 2 5 Suspension and Support Means 251 General Requirements 2511 Suspension and support means shall be one of the following (a) steel or iron wue rope (b*> steel airciaft cable (t) chain W) direct-plungci hydraulic (i) roped-hydraulic 12 O'H In ilu ViKnciti SOMU\ ol Muhitxcal I ttguiicn SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASME A18 1 2003 if) rack and pinion (g) screw (h) friction machine guides and rollers Suspension and support means utilizing a combina- tion of two or moic means shall conform to all applicable rcquncments of the respective means unless stated otherwise 2512 Steel tapes or welded link chains shall not be used as suspension means 2513 Where ropes or chains arc used, no fewer than two shall be provided 2.5 1 4 For rated loads up to 500 lb (227 kg), lopes shall have a minimum diameter of '/ in (64 mm) and chains shall have a minimum pitch of ^ in (13 mm) Tor higher rated loads, ropes shall have a minimum diameter of % in (95 mm) and chains shall have a minimum pitch of \ m (16 mm) 252 Factors of Safety The suspension and support means shall have a factor of safety of not less than 7 based on the tension in the rope, cable, chain, or forces exerted on the rack and pinion when raising the rated toad When the platform and counterweight arc sus- pended b> steel ropes and the driving means between the machine and the counterweight is an endless roller- t>pe chain, the factor of safetv of such chain shall be not less than 8, based on the lated load See section 8 for special lequirements for particular dnve svstems 2 5.3 Arc of Contact of Suspension Means on Sheaves and Sprockets. The arc of contact of a wire rope on a traction sheave shall be sufficient to produce adequate tiaction under all load conditions The arc of contact of a chain on a driving sprocket shall be not less than 140 dcg 2.5 4 Spare Rope Turns on Winding Drums All wire lopes of winding drum machines shall have not less than one full turn of the rope on the drum when the platform or counterweight has reached its limit of possi- ble over travel 2.5 5 Securing Suspension Ropes to Winding Drums The drum ends of wire ropes shall be secured on the inside of the drum of winding drum machines b> clamps or b> tapered babbitted sockets, or by other means approved b> the authority haungjunsdiction 256 Lengthening, Splicing, Repairing, or Replacing Suspension Means Suspension ropes shall not be lengthened or repaired bv splicing Broken or worn sus- pension chains shall not be repaired Tf one rope or chain of a set is worn or damaged and requires replacement, the entire set of ropes or chains shall be replaced If a cham or sprocket is replaced, due to wear, all chains and sprockets shall be replaced 257 Fastening of Rope Suspension Means to Plat- form The platform ends of w ire ropes shall be fastened in a return loop bv property made mdi\ idual tapered babbitted sockets or property attached fittings as recom- mended b> wire rope manufacturcis Clips of the U- bolt type shall not be used Tapered babbitted rope sock- ets and the method of babbitting shall conform to the lequirements of para 9 8 2 5.8 Guarding All suspension means shall be guarded against accidental contact Suspension means that operate within a guide or track and travel at the same speed and in the same direction as the platform shall be considered suitabty guarded 26 Platforms 261 Frame and Floor The frame shall be of metal construction and have a factoi of safety of not less than 5 based on the rated load The floor shall be of metal or wood construction with a nonskid surface 2 6.2 Securing of Enclosures The enclosure shall be securelv fastened to the floor and so supported that it cannot loosen or become displaced in ordinary service, on the application of the platform safety or on buffer engagement The enclosure shall be so constructed that icmovaWe portions cannot be dismantled from within the platform Enclosure linings, decorative panels, light fixtures, and other apparatus or equipment attached to the enclo- sure shall be securelv fastened and so supported that they will not loosen 01 become displaced in ordinary sen ice, on platform safety application, or on buffer engagement. Panels attached to the enclosure for decorative or other purposes shall not be unfastened from inside the platform b) the use of common tools or shall be permit- ted to be remov ed from inside the platform when perfo- lations, exceeding that which would reject a ball ^ in (13 mm) in diameter, in the enclosure used for panel hanging or support have permanent means to prevent straight through passage beyond the running clearance 2 63 Strength and Deflection of Enclosure Walls. The enclosure walls shall be designed and installed to with- stand a foice of 75 Ibf (334 N) applied horizontal!) at an> point on the walls of the enclosure without permanent deformation nor cause the deflection to exceed 1 in (254 mm) 2 6A Use of Cast Iron. Cast iron shall not be used m the construction of any load bearing member of the platform frame or floor other than for guide shoes and guide shoe brackets 265 Floor Area. The inside net floor area shall not exceed 18 ft2 (1 67 m2) 2.6.6 Illumination 2 6.6 1 At the threshold of the floor, with the land- ing door open, the minimum illumination shall be not less than 5 ftc (54 Ix) 13 i>0? In UK \HKniin Soi K.U ol Mvilmiitnl I mimcers ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS In Case Of Fire Do Not Use Lift O WHITE BLACK RED Fig. 2 6.7 Platform Lift Corridor Call Station Pictograph 2662 During operation, the minimum illumina- tion on the floor and controls shall be not less than 5 ftc (54 Ix) 2663 An auxiliary illumination source to pro- v ide general illumination of not less than 0 2 ftc (2 2 Ix) on the floor and contiols shall be prov ided The auxiliary s>stcm shall be automaticall> activated w hen normal illumination power fails and shall be capa- ble of maintaining the above illumination intensity for a period of not less than 4 hr and shall use no fewei than two lamps of approximately equal wattage 267 Protection of Platforms Against Fire. For lifts that penetrate a floor, and when fire resistive runwa> enclosure construction is required b) building code, the underside of wood platforms, the exposed surfaces of v, ood platform stringers, and edges of laminated plat- forms shall bepiotected against firebj. one of the follow- ing methods (a.) covering with sheet steel of 0 0164 in (0 4166 mm) in thickness or with equally fire-rctardant material ffr) painting with an approved fire-retardant paint having a flame spiead rating of not over 50, applied in accordance with the instructions of the manufacturer Such ratings shall be based on the test procedure speci- fied m ANSIMSTMESi A pictograph as shown m Fig 267 should be posted over each platform lift coindor call station The picto- graph is 5 in (127 mm) wide and 8 in (203 mm) high 2.6.8 4 full passenger enclosure shall not be per- mitted 2681 Platforms shall be permitted to ha\ e a top prox ided the top is non-load-bearing and marked to indicate it cannot sustain a load 2 7 Capacity, Speed, and Travel 271 Limitation of Load, Speed, and Travel The rated load shall be not less than 450 Ib (204 kg) nor more than 14 00? l>\ iln.. tn So* i«.i\ ol Miilcinical I i SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHA1RLIFTS ASME A18 1 2003 750 Ib (340 kg) The lift shall be capable of sustaining and lowering a load as specified in Fig 9 7 The rated speed shall not exceed 30 ft/mm (0 15 m/s) The travel shall notcxceed 12 ft (3 658 mm) Travel of lifts conform- ing to para 2.1 3 shall not exceed 5 ft (1 524 mm) Plat- forms wi th a floor greater than 15 fl: (139 m2) shall hav e lated load of not less than 750 Ib (340 kg) 272 Capacity Plates A capacity plate stating the lated load shall be provided by the manufacturer and fastened m a conspicuous place The letters and numer- als used shall be not less than ^ m (6 4 mm) m height 2.7 3 Data Plates A data plate shall be prov ided bv the manufacturer and secuiely fastened to the machine The plate shall state the rated speed, rated load, weight of platform, suspension and support means, date of manufacture, and manufactuier's name Letters and numerals shall be not less than!/ m (6 4 mm) in height (03) 2.7 4 Restriction Sign. A sign shall be securel> fas- tened m a conspicuous place at each landing and on the platform The sign shall state "No Ficight" in letters not less than V4 in (64 mm) high and shall include the international symbol of acccssibilit> 2 8 Safeties and Speed Governors All platforms shall be pro\ ided with a safety, except platforms of direct-plunger hydraulic lifts The safety shall be actuated by the action of a speed governor or by the breakage or slackening of the suspension or suppoit means Whcte actuation is by a governor, the safety shall be set at a maximum speed of 75 ft/mm (0 38 m/s) Where actuation isb> breakage or slackening of the suspension or suppoit means, the safety shall be set without delay, and independent of the speed gover- nor, if prov ided Safety parts shall conform to the requirements of paras 282 and 283 Where hoisting ropes arc used, the application of safeties shall conform to the require- ments of para. 284 The application and release of safeties shall conform to the requnements of paras 2 8 5, 2 8 6, and 287 281 Screw Drive Machines. When screw dnvc machines are used, safeties and speed governors con- forming to para 281 shall be pcimittcd 2811 The down speed of the platform shall be limited with lated load to not over 175 ft/mm (0 89 m/ s) m the event of failure of the driving means 2812 The fall of the platform in the event of failure of the dn\ mg nut shall be limited to a distance not exceeding IA m (13 mm), by utilizing a safety nut or other equivalent means 2813 The capability of the alternate safety dcv ices described in paras 2 8 1 1 and 2 8 1 2 to function as required shall be \enfied by engineeung tests as described m para 9 6 282 Minimum Factors of Safety and Stresses of Safety Parts and Rope Connections 2821 Parts of safeties, except springs, safety- rope drums, leading sheaves, and their suppoitmg brackets and safety-jaw gibs, shall have a factor of safety of not less than 3^, based on the ultimate strength of the material, and the materials used shall have an elon- gation of not less than 15% in a length of 2 in (51 mm) Forged, cast, or welded parts shall be stress relieved 2 8.2 2 Springs shall be permi tted to be used in the operation of platfoim or counterweight safeties Where used, and \v here partially loaded prior to safety opera- tion, the loading on the spring shall not produce a fiber stress exceeding one-half thcclastic limitof the material During operation of the safety, the fiber stress shall not exceed 85% of the elastic limit of the material Hchcal springs, where used, shall be in compression 2.8 2.3 Safety-rope drums, leading sheaves, and their supporting brackets and safety-jaw gibs shall be peimitted to be made of cast iron and other metals provided such parts have a factor of safety of not less than 10 2824 Rope used as a connection from the safety to the governor rope, including rope wound on the safety-rope drum, shall be not less than Vy in (32 mm) in diameter and shall be made of a corrosion-resistant metal The factor of safety of the rope shall be not less than 5 Tiller-rope construction shall not be used 2825 The factors of safety shall be based upon the maximum stresses developed in the parts during the operation of the safety when stopping rated load from governor tripping speed 2826 Safety-rope leading-sheave brackets and other safety operating parts shall not be attached to or supported by wood members 2.8.3 Material and Factor of Safety. Governor ropes, where prov ided shall be of iron, steel, monel metal, phosphor bronze, or stainless steel They shall be of a regular-lay construction, and not less than '/, in (64 mm) m diamctei The factor of safety of governor ropes shall be not less than 5 Tiller-rope construction shall not be used 284 Type A (Instantaneous) Safeties. On the parting of the hoisting ropes (free fall) Type A governor oper- ated safeties, where prov ided, shall apply without appreciable delay, and their application shall be inde- pendent of the speed action of the governor and of the location of the break in the hoisting ropes (inertia appli- cation), and shall be permitted to be accomplished by the use of a governor and governoi rigging having a 15 001 In Ilk Vniriiin SIHH.IX ol Mitlntnial I tifiii>n:rs ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS sufficiently high value of inertia to apply the safety on fiee fall independently of the speed action of the gov- crnoi 285 Means of Application Safeties shall be applied mcchamcal1> Electric, hydiauhc, or pneumatic devices shall notbc used to apply the safeties required by section 2, nor to hold such safeties in the retracted position 286 Level of Platform Floor on Safety Application The application of a Type \ or Type B safety to stop the platform, \\ith its latcd load centered on each quarter of the floor symmetucally with relation to the center line of the floor, shall not cause the flooi to be out of level more than % m /ft (31 mm/m) in any direction 2.8.7 Release. When platform safeties are applied, no dccicasc in tension in the governor rope nor motion of the platform in the down direction shall iclcasc the safeties, but such safeties shall be permitted to be released by the motion of the platform in the up direction 2.9 Terminal Stopping Devices 291 Normal terminal stopping dev ices lequired by para 292 shall be permitted to use mechanically opei- ated, magnetically operated, optical, or static-type switches Final terminal stopping dev ices required by para 293 shall use only mechanically operated switches Teimmal stopping dev ices that are located on the plat- form or in the runway shall be of the enclosed type and securely mounted in such a manner so that horizontal movement of the platform shall not affect the opciation of the dev ice 292 Noi mal stopping dev iocs operated by the plat- form shall be provided and shall be set to stop the platform floor within a toleiancc of /£ in (13 mm) of the landings under rated loading to zero loading conditions The normal stopping devices shall be permitted to also serve as the upper and lower tei mmal stopping devices 2.9.3 Upper and lower final teiminal stopping dev ices operated by the platform shall be pi ov ided to remove power from the motor and brake if provided, except as specified in paia 296 They shall be set to stop the platform afterittiavcls past thcnoi mal terminal stopping device and befoie striking an obstruction \ slack-rope device equipped w ilh a slack-iope switch of the enclosed manually reset type, which shall cause the electric power to be lemoved fiom the driving machine motor and brake, if pro\ ided, if any hoisting rope becomes slack, shall be permitted as the lower final terminal stopping device 2.9.4 Final terminal stopping dev ice sw itch contacts shall be directly opened mechanically Arrangements that depend on a spung or gravity, or a combination thcieof, to open the contacts shall not be used 2.9.5 The f;nal terminal stopping dev ice shall not contiol the same contiollcr switches as the normal stop- ping device unless two or more separate and indepen- dent switches are provided, two of which shall be closed to complete the driving-machine motor-and-brake cn- cuit m either direction of travel Wheie a two- or three- phase alternating-current dm mg-machme motor is used, these switches shall be of the multi-pole type The control shall be so designed and installed that a single ground or short circuit shall be permitted to pre- vent either the normal or final stopping device circuits from stopping the platform, but not prevent both 2 9.6 Final terminal stopping devices aie not required for direct-plunger or roped hydraulic driving machines Lower final terminal stopping dev ices are not required where the limitations of the machine or runway limit the travel of the platform (eg, a platform at rest on the bottom terminal landing) 2 10 Operating Devices and Control Equipment 2.101 Operation Operation of the lift from the land- ings and from the platform shall be controlled by "UP" and "DOWN" control switches at all stations, and shall be by means of the continuous-pressure type Controls shall be 48 in (1 220 mm) maximum and 15 in (380 mm) minimum above the platform floor or facility floor or ground level Operating devices shall be designed so that both the "UP" and "DOWN" circuits cannot be operated at the same time 2.10.2 Attendant Operation 2 10 2 1 Where applicable, and wheie approved by the authority having jurisdiction, the lift shall be permitted to be attendant-operated The attendant shall be summoned by means of a clearly labeled attendant- call device located at each landing 2 10 2 2 The attendant shall operate the platform by means of a continuous-pressure switch so located that the attendant has full view of the floor area under the platform and full view of the platform throughout its trav el A manually reset emergency stop switch shall also be piovided at that location 2 10.2.3 No controls other than an emergency stop switch, shall be provided in the platform 2 10.3 Control and Operating Circuit Requirements. The design and installation of the control and operating circuits shall conform to the following 2 10 3 1 Control systems that depend on the com- pletion or maintenance of an electric circuit shall not be used for intciruphon of the power and application of the machine brake at terminal landings, or for stopping the machine when the safety applies 2 10 3 2 If springs aie used to actuate switches contactors, or relays to break the circuit to stop the lift 16 '>')' In llit \IYKIK, tn SOUI.H o! Miih'inital I tiymtcrs SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASMEA18 1 2003 at the teimmal landings, the> shall be of the lestramed compicssion type 21033 The failure of an> single magnetically operated switch, relay, or contactoi to release in the intended manner, or the failuie of any solid state dev ice to operate as intended, or the occurrence of a single accidental ground or combination of accidental grounds shall not permit the lift to start if this failure renders ineffective any electrical protective device 2.10 4 Motor Reversal Protection Where a non- instantaneous reversible motor is used a protective cir- cuit or device shall be provided to prevent the motor fiom continuing in the same direction if the reversing control is activated 2105 Phase Reversal and Failure Protection Lifts having polyphase alternating current power supply shall be prov ided with means to pre\ ent the starting of the lift motor if the phase rotation is in the w rong direc- tion, or if there is a failure of any phase This protection shall be considered to be prov idcd if a reversal of phase of the incoming polyphase alternating cuircnt powei will not cause the lift driving machine motor to opciatc in the wrong direction 2.10.6 Emergency Stop Switch. An emergency stop switch shall be provided on the platform and located in or adjacent to each platform operating panel When opened, this sw itch shall cause the clcctnc power to be icmovcd from the driving-machine motor and brake if prov ided Emergencv stop switches shall be of the manually opened and closed type and have red operating handles or buttons They shall be conspicuously and permanently maiked "STOP" and indicate the "STOP" and ' RUN" positions Switches shall be positively opened mechanically and their opening shall not be solely dependent on springs 2.10.7 Slack Rope and Slack-Chain Devices for Wind- ing Drum and Roller-Chain-Type Driving Machines. Wind- ing drum dux ing machines with rope suspension shall be provided with a slack-rope device of the manually icset type that will remove power fiom the motor and brake if the platform is obstructed in its descent and the suspension ropes slacken Lifts with roller chain suspen- sion means shall be prov ided with a slack-chain dev ice that will rcmov e power from the motor and brake if the platform is obstructed in its descent and the suspension means slacken This dev ice is not icquired to be of the manually reset type if the chain sprockets arc guarded to pievcnt the chain from becoming disengaged from the sprockets 2 10 8 Release and Application of Driving-Machine Brake. Dm ing-machine brakes shall not be electrically iclcased until powei has been applied to the driving- machine motor All power feed lines to the brake shall be opened and thebiakeshall apply automatically when any operating device in para 2 10 1 or Z102 is in the stop position, and. when any electrical piotectivc device functions 2109 Electrical Equipment and Wiring 2 10.9 1 All clectncal equipment and wiling shall conform to the requirements of ANSI/NFPA 70 2 10 9 2 Electrical equipment shall be certified to the lequnements of CAN/CSA B44 1/ASME 4175 2 10 10 Manual Operations Means shall be prov idcd to permit authorized personnel fiom a position outside the platform to raise or lower the platform manually in the event of power failure, unless standby (emergency) power is provided 2.11 Emergency Signals If the platform is installed in an area not visible to personnel at all times, emergency signaling devices shall be prov ided in accordance with the requuements of para 2 11 1 or 2 11 2 Standby power shall be provided m accordance with para 2113 2111 The platform shall be piov ided with an audi- ble signaling dev ice, operable from the emergency stop swi tch, marked also with " ALARM" or from a separate switch maiked "ALARM," which is located in or adja- cent to each platform operating panel The switch marked "ALARM" shall illuminate when actuated The signaling device shall be audible inside the platform and outside the runway The audible signaling device shall have a rated sound picssurc rating of not less than 80 dBA nor greater than 90 dBA at 10 ft (3 05 m) and respond without delay after the switch has been acti- vated 2 11.2 Theliftshallbeprovidedwithameansoftwo- wa.y conversation between the platform and a readily accessible point outside the runway which is available to emergency personnel (telephone, intercom, etc) The means to activate the two-way conv creation sy stem does not have to be pro\ ided on the platform 2.11.3 If the audible signaling device(s), or the means of two-way conversation, or both, are normally connected to the building power supply, they shall auto- matically transfer to a source of standby or emergency power as required by the applicable building code or, where applicable, Standard for Health Caie Facilities (ANSI/NFPA 99) after the normal po\vei supply fails The power source shall be capable of providing for the operation of the audible signaling dev ice and illumina- tion of the alarm switch for at least 1 hi, and the means of two-way conversation for at least 4 hr 212 Code Data Plate A data plate shall be prov idcd that indicates the A18 1 Standard to be used for inspections and tests The data 17 00 < In ilti Ninu'iiin Soiu.t\ ol Millennial 1 ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRUFTS (03) plate shall be in plain \ icw, securely attached on the main line disconnect or on the controller The data plate shall be of such material and constiuction that the letters and figures stamped, etched, cast, 01 othciwisc applied to the face shall icmain permanently and readily legible The height of the letters anil figures shall be not less than % m (32 mm) 3 INCLINED PLATFORM LIFTS3 Section 3 applies to inclined platform lifts installed in locations other than in or at a puvate residence for use by the mobility impaired 31 Runways 3.11 Means of Egress Lifts shall be installed so that the means of egress is maintained, as requited by the authority hav ing jurisdiction 3.1 2 Clearances. Clearances between the platform and adjacent surfaces shall not be less than \ in (19 mm) At no point in its travel shall the edge of the platform floor facing the uppermost landing be more than 24 in (610 mm) abo\ e a step or landing as measured \ ertically 3.1.2 1 Headroom clearance where the platform is positioned for boarding shall not be less than 80 in (2032 mm) as measured, vertically from all points on the sui face of flic platform flooi 3 1.2 2 I leadioom clearance dm mg travel shall be not less than 60 in (1 524 mm) as measured vertically from any point on the surface of the platform floor 3123 If the headroom is less than 80 in (2 032 mm) as measured \ ertically from all points on the sur- face platform floor at any point in its travel the platform shall be piovidcd with a folding scat and seat belt to accommodate a peison not using a wheelchair, and sign stating "CAUTION NO STANDING PASSENGERS MUST BE SEATED BEFORE LIFT IS OPERATED" shall be prov ided on the platft om and shall be securely fas- tened m a conspicuous place Letteis shall be not less than '/ in (64 mm) high 313 Pipes in Runway Vicinity Pipes conveying steam, gas or liquid that, if discharged into the runway, would endanger life or health shall not be permitted 314 Lower Level Access Ramps and Pits. Lifts shall be pcimitted to have a pit Unenclosed pits shall not exceed 4 m (101 mm) in depth Wheie a pit is not provided, a floor mounted or retractable platform floor mounted ramp shall be piovided in accoaiance with para 3 1 4 1 or 3 1 4 2 1 See section 6 for ihe requirements for lh*> equipment installed in 01 it t pnviU. rc.sidi.Ticx 3141 Ramping inclinations for floor mounted ramps shall be not greater than (a) 1 in 8 for heights up to 3 in (76 mm) ft) 1 in 10 for heights up to 4 in (101 mm) d) 1 m 12 for heights greater than 4 m (101 mm) 3.1 4 2 Retractable ramps shall be automatically actuated and. shall lemain in their clcv atcd position until the platform u turns to the landing When in use, the inclination of the ramps shall not be greater than (a) \ in 4 foi heights up to 2 m (51 mm) ft) 1 in 6 for heights up to 2 5 in (64 mm) (L ) 1 in 8 for heights up to 3 in (76 mm) M) 1 in 10 for heights up to 4 in (101 mm) (e) 1 in 12 for heights greater than 4 in (101 mm) 3.1.5 Structural Support. The structure on which the lift is installed shall be capable of safely supporting the loads imposed 316 Electrical Equipment and Wiring 3 1.6.1 The installation of electrical equipment and wiring shall conform to the requirements of ANSI/ NTPA 70 3162 Electrical equipment shall be ccitified to the requirements of CAN/CSA B44 I/ASME A175 3 2 Guide Rails and Tracks 321 Material Guide iails shall be of metal con- struction 3211 Requirements for Steel, Where Used Rails, brackets, fishplates, and rail clips shall be made of open- hearth steel or its equivalent having a tensile strength of not less than 55,000 psi (379 MPa) and hav ing an elongation of not less than 22% in a length of 2 in (51 mm) Bolts shall conform to ASTM A 307 Rivets shall confotm to ASTM A 502 3 2 1.2 Requirements for Metals Other Than SteeL Metals other than steel shall be permitted to be used provided the factor of safety is not less than, and the deflections are not more than, the values specified in section 3, and provided that cast iron is not used 3 2 1 3 Guide-Rail Surfaces Cuidc-iail surface used for guiding a platform or counterweight shall be sufficiently smooth and tiue to operate properly with the guiding members Those surfaces that the platform or counterweight safeties engage shall be smooth and true within the tolerances required, to ensure proper safety application without excessive retardation or excessive out-of-level platform conditions resulting 3 2.2 Location. The top and bottom ends of each run of guide rails shall be so located in relation to the extreme positions of trav el of the platfoi m that the platform guid- ing members c.annot travel beyond the ends of the guide rails 18 00* In ilu. \muiiin Soiidx ol Muhiinuil I i Section 14420 Typical Hydraulic Vertical Platform Lift Specifications Savana Model V1504-STD (Dry Walls or Block Enclosure) 10 GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including instructions to Bidders Supplementary instructions to Bidders. General Conditions. Specification Sections apply to work of this Section DESCRIPTION A Work described in this section includes providing equipment, incidental material and labor required for complete, operable hydraulic platform lift installation Where singular reference is made to lifts or lift components such reference shall apply to number of lifts or components required to complete installation This specification provides a broad outline of required equipment and does not describe the details of design and construction Lifts shall be erected, installed, adjusted, tested and placed in operation by lift system manufacturer, or manufacturer's authorized installer B Lifts shall be m accordance with the ASME A18 1 and ADA compliant including local codes and regulations except where specified otherwise C The lift described here manufactured by Savana corporation Inc is a vertical platform lift consisting of a hydraulic lower with a lifting platform The platform can be customized to better accommodate a wheelchair user or a person with impaired mobility The lift can be used indoor or outdoor (with optional package) and in commercial and residential applications 1 2 PREPARATORY WORK BY O FHERS A The following preparatory work to receive the lifts specified in this section is part of the work by others 1 Permanent 120 VAC. 20 amp single phase power to operate lift to be provided from a lockable fused/cartridge type I j disconnect switch with auxiliary1 contacts for batter}' operation Refer to drawings for permanent power specifications and location of disconnects Temporary power may be provided to expedite installation of lift 2 Provide a plumb and square hoistway with smooth interior surfaces, including fascias or furring of the hoistway interior 3 Provide rough openings per lift contractor s shop drawings 4 Provide substantial, level pit floor slab as indicated on the lift contractor's shop drawings 1 3 QUALITY ASSURANCE A MANUFACTURER Company with not less than 20 years of experience in the design, fabrication and assembly of vertical platform lifts B SUBCONTRACTOR QUALIFICATIONS 1 Execute work of this section only by a company that has adequate product liability insurance 2 Skilled tradesmen must be employees of the installing contractor approved by the lift manufacturer, with demonstrated ability to perform the work on a timely basis C REQUIREMENTS OF REGULATORY AGENCIES 1 Fabrication and installation work in compliance with applicable junsdictional authorities 2 File shop drawings and submissions with local authorities as the information is made available Company prc-mspection and junsdictional authority inspections and permits are to be made on timely basis as required D SUBMITTALS 1 Shop drawings shall show a complete layout of lifting equipment dctailmgdimensions and clearances as required 2 The lid contractor shall provide physical samples of all items requiring selection of color or finish 1 5 MAINTENANCE A The lift shall be cleaned regularly and inspected at intervals no longer than every 6 months 1 6 WARRANTY. A A warranty of 30 months on parts shall he offered by the lift manufacturer 2 0 PRODUCTS 2 1 PLATFORM LIFT A Basic of specification is Savana hydraulic vertical platform lift model V1504-STD 1 Rated Load 750lb(340kg) 2 Rated Speed 25 f p m (nominal) {0 13 m/s) 3 Usable Car Dimensions 34"x 54" (864 X 1 372 mm) 4 Levels Serviced 2.3.4 5 Number of Openings 2 6 Car Access Enter/Exit same side. 90° exit, front/rear 7 Max Travel 23 feet (7 000mm) 8 Operations Constant pressure 9 Power Supply 110 volt 15 amp. 1 phase. 6011/ 10 Drive System 2 1 Roller chain hydraulic 11 Paint Powder coat finish 12 Emergency Power Batter}' operation in down direction 13 Controller Electronic-free relay logic 14 Motor/Pump I10VAC. 15HP 15 Manual lowering Outside the hoistway at desired landing 16 Color Almond beige B CAR ENCLOSURE 1 Side guards of platform shall have a steel frame with a powder coat finish and steel panel inserts to a minimum of 42" (1.067 mm) above the upper landing 2 No platform gate required to allow for ease of operation 3_ Upper gate shall be 42 high x 36 wide, with metal or plexiglass inserts ind shall be equipped with interlock, spring hinges and kick plate Lower door shall be 80" high x 36 wide, with metal or plexiglass inserts and shall be equipped with interlock hydraulic closer and kick plate on both sides The inside kick plate shall be made of steel ALTERNATE A 36"widc x 80" high top landing door instead of the top landing gate ALTERNATE B Lower and upper door and door frame with 1 1/2 hour LILC Fire rating, heavy duty hinges Door vision panel flush mounting of door inside the hoistway and adjustable hydraulic door closer on door frame 4 Lift shall have manufacturer's standard non-skid flooring 5 Doors and gates shall be flush mounted inside the hoistway as to avoid pinch points and shear hazards 6 I landrail A single handrail with both ends returned to the side guard shall be located on the control wall of the carriage 2 2 CAR OPERATION A Car Operating Panel shall consist of constant pressure buttons or rocker switches emergency stop/alarm button, on/off key switch and emergency light mounted on a removable stainless steel panel (Type 304 #4 Stainless Steel Finish) D Emergency Operation — The car shall be equipped with a battery operated light fixture emergency battery lowering device and alarm in case of normal building supply failure The battery shall be the rechargeable type with an automatic recharging system A manual lowering device shall be located outside the hoistway in a lockable box at positioned at a designated landing 23 PUMPING UNIT AND CONTROL A The pumping unit and control shall be enclosed in the tower The controller and pump unit shall be pre-wircd and tested prior lo shipment The controller is lo be electronic-free with relay logic operation for case of maintenance and service Pump unit shall incorporate the following features 1 Smooth stops at each landing 2 Adjustable pressure relief valve 3 Manually operable down valve to lower lift in the event of an emergency This valve shall be activated from outside of the hoistway through a keyed box 4 Pressure gauge isolating valve manually operable 5 Gate valve to isolate cylinder from pump unit 6 Electrical solenoid for down direction control 7 Emergency lowering by battery power, from the car control 2 4 CYLINDER AND PLUNGER A The cylinder shall be constructed of steel pipe of sufficient thickness and suitable safety margin The top of the cylinder shall be equipped with a cylinder head with an internal guide ring and self-adjusting packing B The plunger shall be constructed of a si eel shaft of proper diameter machined true and smooth The plunger shall be provided with a stop electrically welded to the bottom to prevent the plunger from leaving the cylinder 25 ROLLER CHAINS A Two (2) No 50 roller chains with 5/8" pitch Minimum breaking strength 6100 Ib (2773 kg) each 2 6 LEVELLING DEVICE A The lift shall be provided with an anti-creep device which will maintain the carriage level within Vi' (12 69 mm) of the top landing B All limit switch and leveling device switches shall be located in a position to be inaccessible to unauthorized persons They shall be located behind the mast wall and be accessible through removable panels 27 GUIDE YOKE A The 2 1 guide yoke/sprocket assembly shall be supplied with two (2) sprockets, roller guide shoes, bearings and guards 2 8 CALL STATIONS A Provide door frame mount key-controlled call stations for upper level and lower level on a stainless steel plate (Type 304 #4 stainless steel finish) 2 9 TERMINAL STOPPING DEVICES A Normal terminal stopping devices shall be provided at lop and bottom of runway to stop the car positively and automatically Microswitches shall not be used 210 G UIDE RAILS AND BRACKETS A Slecl '"C" guide rails and brackets shall be used to guide the platform and sling Guide rails shall form part of the structural integrity of the unit and be integral to the mast enclosure, ensuring stability and minimum platform deflection when loaded 2 11 CAR SLING A Car sling shall be fabricated from steel lubmg 44 " (1,116 mm) high with adequate bracing to support the platform and car enclosure Roller guide shoes shall be mounted on the top and bottom of the car sling to <ngage the guide rails Guide shoes shall be roller type with 3" diameter wheels 2 12 WIRING, A All wiring and electrical connections shall comply with applicable codes Insulated wiring shall have flamc-retardant and moisture- proof outer covering and shall be run in conduit or electrical wircways if located outside the unit enclosure Quick disconnect harnesses shall be used when possible 213 DOOR LOCKS A The door locks shall be GAL type N' interlock or fire rated electric door strike conform to ASME A18 1 b 2000 214 DOORS AND GATES A LOW-PROFILE ALUMINUM (TOP OR BOTTOM LANDINGS) This door shall have a flush-mounted door frame, an hydraulic door closer, a vision panel and a handle Fire-rated electric door strike or GAL interlock shall be used B TOP LANDING GATE This gate is installed on the top landing and shall be used with a fire-rated electric door strike or a GAL interlock The size shall be 42 high and it shall be provided with metal or acrylic insert 3 0 EXECUTION A EXAMINATION All site dimensions shall be taken to ensure that tolerances and clearances have been maintained and meet local regulations B PREPARATION Pre-mspect the construction and service requirements for work by others These requirements will be included in drawings, diagrams, engineering data sheets and special instructions before the work begins C INSTALLATION 1 Install all the components of the lift system that are specified in this section lo be provided, and that are required by lunsdictional authorities to license the lift 2 'framed employees of the lift contractor shall perform all installation work of this section 3 Adjust lift for proper operation and clean unit thoroughly 4 Instruct users in operation procedures and Owner's maintenance person in trouble-shooting and maintenance procedures END OF SECTION AUTHORIZATION TO MARK This authorizes the manufacturer to apply the ETL mark to certified products, also to the multiple hstee model numbers as listed on the correlation page of the Listing Report where applicable, when made in accordance with the accompanying descriptions and drawings under the conditions set forth in the Certification Agreement herein Applicant Contact Manufacturer Services Industrials Savaria me 1011,Autoroute 13 Chomedey, QC Canada H7W4V3 Pierre Cote Phone (450)681-5655 Same as applicant Reference Report No 173-110301 Product Covered Model VI504 with suffixes and Telecab Description Standard(s) Lift for the handicapped Note Tested only for electrical safety (shock and fire hazard) ASMEA175-1996 CAN/CSAB441-M96 This procedure, with all revisions, etc, is the property of Intertek Testing Services and is intended solely for the guidance of the Iistee and the representative of Intertek Testing Services, and is not transferable Issued by Intertek Testing Services, 24 Groton Avenue, Cortland NY 13045-2014 USA Authorized by \ William T Starr Certification Manager Control Number Date JM/gl SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASME A18 1 2003 (03) solid state device an element that can control current flow without moving parts speed governor a continuously operating speed monitor- ing and detection device that, at predetermined speeds, prov ides signals to thecontrollerand imparts a retarding force toactivate the platform liftorcounterweightsafety, or stairway chairlift starters control panel an assembly of devices b> means of which the starter may contiol the manner m which a lift functions •static switJutig switching of ciicuits b) means of solid state dev ices i^op iwiti.1} sec enu.rgi.m.\f stop switih supply piping the piping for a hydraulic driving machine between the control valves and the driving member of the driving machine. termina' landing sec landing terminal stopping devti e, final a device that automatically causes the power to be removed from the driving machine motor and brake, 01 from a hydraulic driving machine, independent of the functioning of the normal terminal stopping device, the operating device, or any emergency terminal speed Iimitmgdevice, after the plat- form lift or stau way chairlift has passed a terminal landing termina' stopping devue, maihine final (stop-motion <*a»h.h) a final terminal stopping device operated directly by the driving machine terminal stopping dei'ici., normal a device or devices to slow down and stop a platform lift or stairway chairlift automatically at or near a terminal landing indepen- dently of the functioning of the operating device. travel (rise) the vertical distance between the bottom terminal landing and the top terminal landing traveling table a cable made up of electric conductors, which pi ov ides electrical connection between a platform lift or stairway chairlift and a fixed outlet in the runway valley break a broken wire in a wire rope in which the outside wire of a strand breaks in the immediate v icmity of the point where it contacts a \\iie 01 wires of an adjacent strand, generally at a point not visible when the wire rope is examined externally One end of the broken wire is long enough to reach from one valley to the next one and the other end of die broken wire gener- ally cannot be seen vertical platform lift a powered hoisting and lowering mechanism designed to transport mobility -impaired persons on a guided platform that ti avels vertically weatlierproof- so constructed or protected that exposure to the wcalhci will not interfere with its successful oper- ation window an assembly consisting of a surrounding frame and one or more sashes, ventilators, or fixed lights, or a combination of these, designed to be installed in a wall opening for the purpose of admitting light or air, or both working pressure the picssurc measured at the cylinder of a hydraulic driving machine when the platform lift or stairway chairlift arc lifting their rated load at rated speed 1 4 Reference Codes, Standards, and Specifications This section covers the codes, standards, and specifi- cations incorporated in this Standard by reference, the specific editions that are applicable, and the rules of this Standard that reference each document (sec Table 1 4- 1) This section also lists the names and addresses of the organizations from which these documents may be procured (sec Table 1 4-2) Only that portion of the code, standard, or specifica- tion as specified by the rules in this Standard is appli- cable 2 VERTICAL PLATFORM LIFTS1 Section 2 applies to vertical platform lifts installed m locations other than in or at a private residence for use by the mobility impaired 2.1 Runways Runways shall be installed in accordance with paras 2 1 1, 2 1 2, or 2 13 Runway construction for lifts that penetrate a floor must comply with para 2 1 1 and with the building code 2.1.1 Runway Enclosure Provided 2.1.1.1 The runway shall be guarded by a solid enclosure extending from the lowest landing to a height of at least 42 m (1 067 mm) above the uppermost land- ing The enclosure shall withstand, without permanent deformation, a force of 125 Ibf (556 N) applied on any 4 m (102 mm) by 4 in (102 mm) area The interior of the runway enclosure shall present a smooth surface 2112 The runway entrance shall be guarded at the upper landing by a door of unpcrforatcd construc- tion not wider than the platform plus 1 in (254 mm) The door shall be self-closing and at least 42 m (1 067 mm) high The runway side of the door shall present a smooth surface The door shall be located not more than 3 in (76 mm) from the platfoim sill 2.1.1.3 The runway entrances at all but the upper- most landing shall be guarded by unperforated self- closing doors not wider than the platform plus 1 in ' See section •> for Che requirement for Lhis equipment mi>lalled 111 or ala pnvik rcsidcnci (03) 001 In the \m<.rtiin SouUv ol Mechanical I ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRUFTS (03)Table 1.4-1 Reference Documents ANSI A10 4 Qatest edition) ICC/ANSI Al 17 1-1998 ASME A 120 1 (latest edition) ANSI Z97 1-1984 ASME B29 1 1975 Standard Safety Requirements for Personnel Moists Guidelines for Accessible and usable Buildings and Facilities Safety Requirements for Powered Platforms for Building Maintenance Performance Specifications and Methods of Test Tor Safety Glazing Material Used in Buildings Precision Power Transmission Roller Chains, Al8 References 1 1 2 2 1 5, 3 1 4 2 and 310 1 112 3643 and 6643 2 3 1 5. 2 3 8 1, 3 3 1 5, Available From ANSI ANSI ASME ANSI ASME AWS Dl 1 (latest edition) AWS Dl 3 (latest edition) NFPA 70 (latest edition) Attachments, and Sprockets Structural Welding Code - Steel Structural Welding Code - Sheet Steel National Electrical Code0 NFPA 99 (latest edition) ASME A17 1 1997 (and later editions) ASME A90 1 (latest edition) ASTM A 307 84a ASTM A 502 83a ASTM D 2412 92 ASTM E 8 (latest edition) CAN/CSA B44 1/ASME A17 5 (latest edition) Standard for Health Care Facilities Safety Code for Elevators and Escalators Safety Standard for Manlifls Specifications for Carbon Steel, Externally and internally Threaded Standard Fasteners Specifications for Steel Structural Rivets Test Method For Determination or External Loading Characteristics of Plastic Pipe by Parallel Plate Standard Test Methods for Tension Testing of Metallic Materials Elevator and Escalator Electrical Equipment 3351, 4312. 4351, 5 3 1 5, 5 3 8 1, 6 3 1 5, 6 3 5 1, 7 3 1 2, and 7351 9 1 1 and 9 1 2 AWS 9 1 2 AWS 2 1 6 1, 2 10 9 1, NFPA 31 61, 3 1071, 4 13, 41031,5141, 51091,6161, 6 10 6 1, 7 1 3, and 71031 2113 NFPA 1 1 2 ASME 1 1 2 ASME 2 2 2 2. 3 2 1 1. 5 2 1 1, ASTM 6 2 1 1. and 8 1 2 2 222 3, 3211. 5211. ASTM and 6 21 1 8148 ASTM 9 5 1 ASTM 2 1 6 2, 2 10 9 2, ASME 3 1 6 2, 3 10 7 2, 4 1 4 4 10 3 2, 5 1 4 2, 5 10 9 2, 6 1 6 2, 6 10 6 2, 7 1 4 and 7 1032 16 CFR Part 1201-86 National Building Code (latest edition) Standard Building Code (latest edition) Uniform Building Code (latest edition) Architectural Glazing Standards and Related Materials 3643 and 6643 1 3 13 13 CPSC BOCA SBCCI ICBO 001 bv the \nrKniau Souuv ol Mitlmtical I nginter* (03) 2114 All doors shall be provided with a combi nation mechanK.il lock and electric contact locking devices shall be protected against -tampering fiom the a lion landing side The locking devices may permit a door to Sp«ice necessary for operation shall reject a ball /3 in be opened only if the platform floor is within 2 tn (il (13 mm) in diameter The lift side of the landing doors mm) of tlie lespecttve landing They shall permit the and sifl shall present a smooth surf ace located not closer platform to move away from the landing under contiol than ~/s in (95 mm) nor more than 4 in (19 mm) from of tlie normal operating device if the door is closed the platform floor but not locked, provided that the device w.ill cause the 005 b\ tht \meru, W Xouotv ol Mvchnmctil Ingmcen ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CH AIRLIFTS platform to stop if it moves away from the landing more than 2 in (51 mm) before the door is locked Doors shall withstand, without permanent defoi mation, a force of 125 Ibf (556 N) applied on an> 4 in (102 mm) by 4 in (102 mm) area. 2.1 1.5 No hardware shall project beyond the ver- tical lineof tra\ el of the platform, exceptfor thatrequired for dooi locks 2116 The running clearance between the entrance and exit sides of the platform floor and the interior of the runway enclosures shall be not less man \ in (9.5 mm) nor moie than \ in (19 mm) 2.1.1.7 The platform enclosure walls on the sides not used for enti ancc or exi t shall be of smooth construc- tion lo a height of at least 42 m (1 067 mm) above the platform floor with no openings other than those necessary foi operation Openings necessary for opeia- tion shall reject a ball '/£ in (13 mm) in diametei A grab rail extending the full length of either side wall shall be provided at a height of 34 in (865 mm) to 38 m (965mm) The running clearance between the platform enclosure walls and the runway enclosuie shall be not less than 2 in (51 mm) nor more than 3 in (76 mm) 2.1.1 8 If the runway enclosure extends to a mini- mum height of 7 ft 0 in (2 134 mm) abo\ e the upper landing, consists of transparent walls, is exposed to direct sunlight, and is enclosed with a solid, roof, forced ventilation with a minimum air handling capacity of one air change per minute based on net inside enclosure volume shall be provided The ventilation shall be per- mitted to be thermostatically contiolled, in which case, it shall be set to activate at a temperatuie not to exceed 90°F (32 22°Q An auxiliary power source capable of providing the minimum air handling capacity for 1 hi shall be provided Ventilating fans or blowers, if used, shall be located outside the enclosure, or if inside the enclosure, provide a minimum headroom cleaiance of 7ft Om (2134mm) (03) 2.1.2 Partial Runway Enclosure Provided 2.1.2.1 The area under the platfoi m shall be f to mov c away from the landing under control of the normal operating device if the door is closed but not locked, provided that the device will cause the platfoi m to stop if it moves more than 2 in (51 mm) away from the landing before the door is locked 2.1 2.6 The platform side of the landing doors and sills shall present a smooth surface and shall not project beyond the vertical line of travel of the platform No hardware shall project beyond the vertical line of travel of the platform, except for that icquucd for door locks and electuc contacts The doois shall withstand, without permanent deformation, a force of 125 Ibf (556 N) applied on any 4 in (102 mm) by 4 in (102 mm) area 2.1 2.7 Smooth vertical fascias of unperforated construction shall be securely fastened front the top ter- minal landing sill and any intermediate landing sill to the level of the bottom terminal landing sill They shall be equal to or stiongcr than 0 0598 in (1 519 mm) sheet steel and guard the full width of the platform floor The fascias shall not be permanently deformed when a foice of 125 Ibf (556 N) is applied on any 4 in (102 mm) by 4 in (102 mm) area 2.1.2.8 The platform enclosure walls on the sides not used for entrance or exit shall be of smooth construc- tion to a height of at least 42 m (1 067 mm) above 00* h<, tin, NoKnt-w Sot.H.lv ol Miihnmcal Inginien t* I* .. f I .... ( L ... „„ ,. ,' 4 4 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASME A18 1 2003 the platform floor with no openings, other than those necessary for operation Openings necessary for opera- tion shall reject a ball Vj in (13 mm) m diameter A grab lail extending the full length of either side wall shall be provided at a height of 34 in (865 mm) to 38 in (%5 mm) The running clcarancebetwccn the platform enclo- sure wall and the vertical face of the machine housing shall be not less than 2 in (51 mm) nor more than 3 in (76 mm) Where an obstruction or surface less than 42 in (1 067 mm) above the top landing other than machine housing, stationary guard panels, shutter type (telescop- ing) guard panels or sides used for entering and exiting is within 12 in (305 mm) of the platform enclosure walls and presents a pinching, sheanng, or crushing hazard, a smooth continuous surface shall be provided extending from the lower landing to a height of not less than 42 in (1 067 mm) above the top landing Where an obstruc- tion or surface is between 42 in (1 067 mm) and 80 in (2 000 mm) above the top landing, a smooth continuous surface shall be piov ided extending fiom the lower land- ing to a height of not less than 3 in (76 mm) above the obstruction The continuous surface shall be located on the lift side of the obstiuction not closer than 2 in (51 mm) to the platform enclosure walls. (03) 213 Runway Enclosure Not Provided 2.1 3.1 The runway entrance shall be guarded at the upper landing by a door of unperforated construc- tion The door shall be self-closing, at least 42 in (1 067 mm) high, and withstand, without permanent deforma- tion, a force of 125 Ibf (556 N) applied on a 4 in (102 mm) by 4 in (102 mm) area The door shall be located not more than 3 in (76 mm) from the platform sill 2132 The runway entrance shall be guarded at any intermediate landing by a door of unperforated construction not wider than the entrance to the platform plus 1 m (25 4 mm) The dooi shall be self-closing and extend to a height of at least 42 in (1 067 mm) above the top terminal landing The lift side of the door and sill shall present a smooth surface located not closer than \ in (95 mm) nor more than 3/ m (19 mm) from the access edge of the platform floor 2.1.3.3 Smooth vertical fascias of unperforated construction shall be securely fastened from the top ter- minal landing sill and any intermediate landing sill to the level of the bottom terminal landing sill They shall be equal to or stronger than 00598 in (1 519 mm) sheet steel and guard the full width of theplatform The fascias shall not be permanently deformed when a force of 125 Ibf (556 N) is applied on any 4 in (102 mm) by 4 m (102 mm) area 2134 The side of the platform providing access to the lower landing shall be guarded by a platfoim door of unperforated construction The door shall be self-closing, at least 42 m (1 067 mm) high, and with- stand, without permanent deformation, a force of 125 Ibf (556 N) on a 4 in (102 mm) by 4 in (102 mm) area 2.1.3.5 The sides of the platform not used foi entrance or exit shall be guarded by walls of smooth construction with no openings, other than those neces- sary for the operation of the lift, to a height of at least 42 in (1 067 mm) Those openings necessary for operation shall reject a ball !£ in (13 mm) in diameter A grab bar extending the full length of cither side guard shall be provided at a height of 34m (865 mm) to 38 in (965mm) 2.1.3.6 The underside of the platform shall be equipped with a dev ice that, if the platform is obstructed in its downward travel by a force not to exceed 15 Ibf (66 6 N) applied anywhere on its underside, will actuate a minimum of two sensing devices that shall cause elec- tric power to be removed from the driving machine motor and brake, if provided, and cause the platform to stop its downward motion within 2m (51 mm) The stroke of the dev ice shall be not less than the stopping distance of the platform The lift shall be permitted to operate away from the obstruction Downward motion shall be permitted to resume when the obstruction is remov cd 2.1.3 7 The clearance between the platform floor and the upper landing sill shall be not less than % in (9 5 mm) nor more than 3/; in (19 mm) 2138 All doors, except as provided in para 2138, shall be prov ided with a combination mechanical lock and electric contact Locking devices shall be pro- tected against tampering from the landing side The locking devices shall permit a door to be opened only if the platform floor is within 2 in (51 mm) of the respec- tive landing The platform shall be permitted to move away from the landing under control of the normal opciating device if the door is closed but not locked, prov ided that the dev ices will cause theplatform to stop if it moves away from die landing more than 2 in (51 mm) before the door is locked 2139 Where the lift is installed at a location that does not hav c guard rails at the upper landing as allowed by building codes (see definition), the requirements of paras 2 1 3.1, 2 1 3 2, and 2 13.3 shall be permitted to be omitted when platform gates are provided They shall extend to a height at least equal to the top terminal landing height plus 6 in (152 mm) measured when the platform is at its lowest position The gates shall be of unperforated construction, self-closing and be provided with electric contacts to prevent movement of the plat- form if the gates are not closed The gates shall not be pcimancntly defoimed when a force of 125 Ibf (556 N) is applied on any 4 in (102 mm) by 4 in (102 mm) area 2 1 3 10 The requiiements of para 2137 shall be permitted to be increased to 3 in (76 mm) if a platform 001 In the Aim ruin SotiUx ol Mechanical f ngincen hioughout the range of travel shall be not less than 80 in (2032 mm) as mcasuied vertically fiom the plat- foim floor 2 2 Guide Rails Guide tails shall conform to the requirements of paras 221 through 227 Where tee vails are ptovided they shall also conform to the requirements of paras 228 and 229 Rail joints shall be designed to maintain the accui acy of the i ail alignment and to withstand the sties'? and deflection limitations stipulated in para 224 221 Material Guide rails, guide-rail biackets, rail clips, fishplates, and then fastenings shall be of steel or other metals conforming to the requirements of para 2 2 Where steel may present an accident ha/ard, as in chemical or explosive plants, guide rails shall he pei mit- ted to be of selected wood or other suitable nonmetallic materials 2,2 2 Requirements for Steel, Where Used 2221 "Rails, biackets, fishplates, and rail dips shall be made of open-liearth steel or its equivalent hav- ing a tensile strength of not less than 55,000 psi (379 MPa) and having an elongation of not less than 22% in a length of 2 in (51 mm) 2.2,2.2 Bolts shall conform to ASTM A 307 2223 Rivets shall conform to ASTM A 5C2 2.2.3 Requirements for Metals Other Than Steel. Met- als other than steel shall be permitted to be used pro vided the factoi of safety is not less than, and the deflections are not more than, the values specified in this Section, and provided that cast iron is not used 2.2.4 Stresses and Deflections 2241 Guide Rails Tor steels conforming to the requirements of para 222, the stresses in a guide rail or in the rail and its reinforcement, due to the horizontal forces imposed on the rail during loading, unloading or running, calculated without impact, shall not exceed 15,000 psi (103 MPa), and the deflection shall not exceed 4 in (6 3 mm) Where steels of greatei strength tlian those specified in para 2 2 2 aie used, the stresses specified shall be permitted to be increased proportionately based on tbe ratio of the ultimate strengths 2242 Brackets, Fastenings, and Supports The guide-rail brackets, their fastenings and supports, such as b uilding beams and walls, shall be capable of resisting the horizontal forces imposed by rated load with a total deflection to the point of support not in excess of /» in (3 2 mm) 2.2.5 Guide-Rail Surfaces Guide-iail surfaces used for guiding a platform or counterweight sliall be suffi ciently smooth and true to operate properly with the guiding members Those surfaces that the platform or counterweight safeties engage shall be smooth and ti tie within the tolerances icqtnred to ensure pioper safety application without excessive retardation 01 excessive out-of-level platform floor conditions resulting 2.2.6 Overall Length of Guide Raits. The platform and counterweight guide rails sliall extend at the top and bottom to prevent the guiding membeis from disengag ing from the guide rails if either the platform or counter- weight reaches its extreme limit of travel 1(1 003 In itu, Atmncin Souet\ ot Mkdntiiesl I ngincen SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASME A18 1 2003 2.2.7 Design and Strength of Brackets and Supports? The building construction forming the supports for the guide iails, and the guide-rail brackets, shall bcdesigned to safely withstand the application of the platform or counteiweight safety when stopping the platform and its rated load or the counterweight, and \vithstand the forces specified m para 2 2.4 2 within the deflection limits specified Where necessary, the building construction shall be icinforced to provide adequate support foi the guide rails 2.2 8 Bracket Fastenings Guide-rail brackets shall be secuied to then supporting structure by means of bolts or ri\ ets, or by welding Fastening bolts and bolt holes in brackets and their supporting beams shall conform to the icquiiements of para 2 2.9 Welding, where used, shall conform to the requirements of para 9 1 229 Fastening of Guide Rails to Rail Brackets. Guide tails shall be secured to their brackets by clips, welds, or bolts Bolts used for fastening shall be of such strength as to withstand the foices specified in paras 2242 and 227 Welding, wheie used, shall conform to the require- ments of para 9 1 2.3 Driving Means and Sheaves The dm ing means shall be one of the following (a) winding drum (b> traction (i) i oped sprocket (d) chain sprocket (c) scicv, (f) rack and pinion (g) duect-plunger hydraulic (h) roped-hy di aul ic (i) lever hydraulic (j) friction Duving means utilizing a combination of two or more means shall conform to all applicable requirements of the respective means unless stated otheiwise 231 General Requirements 2311 The factor of safety, based on the static load (the rated load plus the weight of the platform, ropes, counterweights, etc), to be used in the design of driving machines and sheaves, including fasteners transmitting load, shall not be less than 8 foi steel, bronze, 01 other metals having an elongation of less than 14% m a length of 2 m (51 mm) or 10 for cast iron or other metals having an elongation of less than 14% m a length of 2 m (51 mm) Other factors of safety for 2 Kunwav-enclobure walk of bricks terra oolla, and similar mate- rials used in buildings of steel and concrete construction, are usuallv insufficient in strength to form bv themselves adequate iiippoi Is for Iht guide r.iils specific dnv ing means are further specified in section 8 2312 Set screws or threaded portions located in the shcai plane of bolts and screws shall not be used to transmit load Means shall be provided, to ensure that there is not relative motion between rigidly joined components transmitting load Where flexible couplings are used to transmit load, means shall be provided to prevent disengagement of the coupling components m thecventof failure or exces- sive motion m the flexible connection ^ fillet shall be prov ided at any point of change in the diameter of dnv mg-machme shafts and sheave shafts to prevent excessive stress concentrations m the shafts Shafts that support drums, sheaves, gears, couplings, and other members, and which transmit torque, shall be provided with tight-fitting keys 2.3.1.3 Friction gearing, clutch mechanisms, or couplings shall not be used to connect a driving machine drum or sheave to the mam duving mechanism 2314 Woim gearing having cast iron teeth shall not be used on the duving machine 2315 Driving-machine chains and sprockets shall be of steel and shall conform in design and dimen- sions to the lequirements of 4NSI/4SME B29 1 2.3.1.6 Winding drums, tiaction sheaves, over- head sheaves, and deflecting shca\cs used with suspen- sion and compensating ropes shall be of metal, shall be provided with finished grooves for ropes, or shall be permitted to be lined with nonmetalhc groove material, and ha\ e a pitch diameter of not less than 30 times the diameter of the suspension lopes. Where 8 x 19 steel rope or 7 x 19 steel airciaft cable is used the pitch diameter of the drums and sheaves shall be pcimittcd to be reduced to 21 times the diameter of the rope or cable Where the grooves are used to transmit power, suffi- cient tiaction shall be provided between the rope and groove, and in the e\ent of nonmetallic lining failure, between the rope and the remaining sheave groove, to safely stop and hold the platfoim with 125% of the latcd load 232 Hydraulic Driving Machines Diicct-plungcr hydraulic duving machines, where used, shall conform to the requirements of paia 8.1, except para 812 Roped-hy draulic machines shall also conform to the lequirements of para 8 1 except for paras. 8 1 1, 8 1.3, 8 1 4 3, and 8 1 4 7 2.3.3 Screw Machines. Screw machines, where used, shall conform to para 82 234 Frictbn Machines Friction machines, whetc used, shall conform to para 8 3 235 Machine Framework and Base The machine framework, base, and fastenings to the buildings where 11 OO.l t>\ tlit, \mernin SoucK ol Mk.tlntnc»l I ttgintm ASMEA181 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRUFTS used, shall be of metal construction, have a factoi of safety of not less than 5 based on the rated load, and shall be secured in place with support provided to limit their deflections to /£ in (64 mm) maximum in any direction under rated load Cast iron shall not be used 2.3.6 Guiding Member En closures The guiding mem- bers shall be enclosed with a solid enclosure to prevent accidental contact If openings are necessary in this enclosure for operation, they shall reject a ball 3,^ in (19 mm) in diametci 2.3.7 Machinery Beams and Supports 2.3.7.1 All machinery and sheav es shall be so sup- ported and secured to prevent any part becoming loose 01 displaced Beams directly supporting machinery shall be of steel or remfoiced concrete 2.3.7.2 Overhead beams and sheaves shall be designed for not less than the total load on oveihead beams, which shall be assumed to be equal to the weight of all apparatus lestmg on the beams plus twice the maximum load, suspended from the beams The load resting on the beams shall include the complete weights of the dnv mg machine, sheaves, controllci, etc The load suspended, fiom the beams shall include the sum of the tensions in all ropes suspended from the beams 2373 The driving machine or sheaves, except idlers 01 deflecting sheaves with their guards and fiamcs, shall not be fastened to the underside of the supporting beams at the top of the runway 23 7 4 Cast iron in tension shall not be used for supporting members for sheaves \vherc they are hung beneath beams 2.3.8 Guarding of Driving Machines and Suspension Means. The driving machine and suspension means shall be enclosed with a solid enclosuie. Any opening required foi operation shall reject a ball 3/( in (19 mm) in diameter Access shall be provided by a removable panel for inspecting and servicing The panel shall be sciewed, locked, or bolted m place 2.39 Indirect Drive Machines. Induect-dnvc ma- chines, utilizing V-bclt duves, tooth drive belts, or dm e chains, shall conform to the lequnements of paias 2.3 9 1, 2 3 9 2, and 2393, except that the requirements of para 2392 shall be permitted to be omitted if a self- locking dnve meeting the requirements of para 2 4 3 is provided If multiple belts or chains arc provided, they shall be preloaded and matched for length m sets 2 3.9 1 General Requirements Belt sets shall be selected on the basis of the manufacturer's rated break- ing strength and a factor of safety of 10 Cham and sprocket sets shall be selected on the basis of recommen- dations set forth in the Supplementary Information sec- tion of ANSI/ASME B29 1 using a seivicc factor of 2 Offset links m chain arc not permitted Sprockets m a chain dn\e set and also a driven set shall be assembled onto a common hub, with teeth cut in-line after assembly to assure equal load distribution on all chains Tooth sheaves for a belt drive shall be constructed in a manner to assure equal load distribu- tion on each belt m the set Load determination for both the belt and chain sets shall be based on the maximum static loading on the platfoim, which is the full load in the platform at rest and at a position m the runway that creates the greatest load, including cither the platform or counterweight resting on its buffer Cham drives and belt drives shall be guarded to pro- tect against accidental contact and to prevent foreign objects from interfering with drives 2392 Monitoring and Brake Location Each belt or chain in a set shall be continuously monitored by a broken belt or chain device that shall function to auto- matically interrupt powci to the machine and apply die brake if any belt or chain m the set breaks or becomes excessively slack The driving machine brake shall be located on die traction sheave or drum assembly side of the dnv ing machine so as to be fully effective if the entire belt set 01 chain set should break 2393 Replacement of Belts or Chains If one belt or chain of a set is worn, stretched, or damaged so as to require replacement, the entire set shall be replaced Sprockets and toothed sheav es shall also be replaced if worn 2.4 Driving Machine Brakes 241 Driving machines, except hydraulic, shall be equipped with friction biakcs directly attached to the dnv mg means through a continuous shaft, mechanical coupling, or toothed gearing applied by springs, or by gravity, and released electrically 2 4.2 A single ground or short circuit, a counter- voltage or a motor-field discharge shall not prevent the brake magnet from allowing the brake to set when the operating device is placed m the stop position 2 4.3 A machmebrake is not requued if a self-locking drive utilizing a lead screw, worm, or other positive gearing that will stop and hold the platfoim with the rated load within 4 in (102 mm) of down tiavel after the power is removed is provided 2.5 Suspension and Support Means 2 5.1 General Requirements 2511 Suspension and support means shall be one of the following (a) steel or iron v,ne rope ft) steel airciaft cable d) chain (d) direct-plunger hydraulic d) roped-hydraulic 12 00.} In thi Vmriitn SIRK.U ol Mulniucal I ngincen SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CH AIRLIFTS ASME A18 1 2003 (f) rack and pinion (g) screw (h) friction machine guides and rollers Suspension and support means utilizing a combina- tion of tw o or moic means shall conform to all applicable icqmicments of the respective means unless stated otherwise 2512 Steel tapes 01 welded link chains shall not be used as suspension means. 2513 Where ropes or chains are used, no fewer than two shall be prov ided 2 5.1 4 For rated loads up to 500 Ib (227 kg), lopes shall have a minimum diameter of '/ in (64 mm) and chains shall have a minimum pitch of l< in (13 mm) Tor higher rated loads, ropes shall have a minimum diameter of ^ in (9 5 mm) and chains shall have a minimum pitch of 54 m (16 mm) 252 Factors of Safety The suspension and suppoi t means shall have a factor of safety of not less than 7 based on the tension in the rope, cable, chain, or forces excited, on the rack and pinion when raising the rated load When the platform and counteiweight aie sus- pended by steel ropes and the dnving means between the machine and the countenvcight is an endless roller- type chain, the factor of safet> of such chain shall be not less than 8, based on the rated load See section 8 for special requirements for particular dnve systems 2.5.3 Arc of Contact of Suspension Means on Sheaves and Sprockets. The arc of contact of a vv ire rope on a It action sheave shall be sufficient to produce adequate tiaction under all load conditions The arc of contact of a chain on a driving sprocket shall be not less than 140 dcg 2.5 4 Spare Rope Turns on Winding Drums \\\ wire ropes of winding drum machines shall have not less than one full turn of the rope on the drum when the platform or counterweight lias reached its limit of possi- ble overtravcl 2.5 5 Securing Suspension Ropes to Winding Drums. The drum ends of wire ropes shall be secured on the inside of the drum of winding drum machines b> clamps or b> tapered, babbitted sockets, or by other means approved by the authority having jurisdiction 256 Lengthening, Splicing, Repairing, or Replacing Suspension Means Suspension lopes shall not be lengthened or repaired b> splicing Broken or worn sus- pension chains shall not be repaired If one lope or chain of a set is worn or damaged and icquires replacement, the entire set of ropes or chains shall be replaced If a chain 01 sprocket is replaced due to wear, all chains and sprockets shall be replaced 257 Fastening of Rope Suspension Means to Plat- form. The platform ends of wire ropes shall be fastened m a return loop by properly made mdi\ idual tapered babbitted sockets or properly attached fittings as iccom- mendcd by wire rope manufacturers Clips of the U- bolt type shall not be used Tapered babbitted rope sock- ets and the method of babbitting shall conform to the lequirements of para 9 8 258 Guarding All suspension means shall be guarded against accidental contact Suspension means that operate within a guide 01 track and travel at the same speed and m the same direction as the platform shall be consideied suitably guarded 2 6 Platforms 261 Frame and Floor The frame shall be of metal construction and have a factoi of safety of not less than 5 based on the rated load The floor shall be of metal or wood construction with a nonskid surface 262 Securing of Enclosures The enclosure shall be securely fastened to the flooi and so suppoited that it cannot loosen or become displaced in ordinary service, on the application of die platform safety, or on buffer engagement The enclosure shall be so constructed that removable portions cannot be dismantled from within the platform Enclosuic linings, decorative panels, light fixtures, and other apparatus or equipment attached to the enclo- sure shall be secuiely fastened and so supported that they will not loosen 01 become displaced in ordinary service, on platform safety application, or on buffer engagement Panels attached to the enclosure for decorative or othci purposes shall not be unfastened from inside the platform by the use of common tools or shall be permit- ted to be remo\ ed fiom inside the platform when perfo- lations, exceeding that which would reject a ball 1/£ in (13 mm) in diameter, m the enclosure used for panel hanging or support have permanent means to prevent straight through passage beyond the running clearance 263 Strength and Deflection of Enclosure Walls. The enclosure walls shall be designed and installed to with- stand a f 01 cc of 75 Ibf (334 N) applied horizontally at any point on the walls of the enclosure vvithout permanent deformation noi cause the deflection to exceed 1 m (25 4 mm) 2 6.4 Use of Cast Iron. Cast iron shall not be used m the construction of any load bearing membei of the platform frame or floor other than foi guide shoes and guide shoe brackets 2.6.5 Floor Area. The inside net floor area shall not exceed 18 ft2 (1 67 m2) 2 6.6 Illumination 2661 At the threshold of the floor, with the land- ing door open, the minimum illumination shall be not less than 5 ftc (54 Ix) 13 0<H h\ (hi \im.riiin Sout.lv ol Mithnincul I ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLJFTS In Case Of Fire Do Not Use Lift O WHITE BLACK RED Fig 2.6.7 Platform Lift Corridor Call Station Pictograph 2.6.6 2 During operation, the minimum illumina- tion on the floor and controls shall be not less than 5 ftc (54 ix) 2663 An auxiliary illumination source to pro- \ ide general illumination of not less than 0 2 ftc (2 2 Ix) on the floor and contiols shall be provided The auxiliary system shall be automatical!) activated when normal ill umination power fails and shall be capa- ble of maintaining the above illumination intensity for a period of not less than 4 hr and shall use no fewer than Mo lamps of approximately equal wattage 2.6 7 Protection of Platforms Against Fire Foi lifts that penetrate a floor, and when fiie resistive runwaj enclosure construction is icquncd by building code, the underside of wood platforms, the exposed surfaces of wood platform stringers, and edges of laminated plat- forms shall beprotected against fire b> one of the follow- ing methods (a.) covenngwith sheet steel of 00164 in (04166mm) in thickness or with equall) fire-retardant material (fi) painting with an approved fire-retardant paint having a flame spiead rating of not over 50, applied in accordance tMth the instructions of the manufacturei Such ratings shall be based on the test procedure speci- fied in ANSI/ASTM E &4 A pictograph as shown in Fig 267 should be posted over each platform lift corridor call station The picto- graph is 5 in (127 mm) wide and 8 in (203 mm) high 2 6.8 \ full passenger enclosure shall not be per- mitted 2.6.8 1 Platforms shall be permitted to have a top provided the top is non-load-beanng and marked to indicate it cannot sustain a load 2 7 Capacity, Speed, and Travel 271 Limitation of Load, Speed, and Travel The rated load shall be not less than 450 Ib (204 kg) nor more than 14 00i bv ilu V»Kn<,in SOUIH ol Mvthitncal t ngintcrs SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASME A18 1 2003 750 Ib (340 kg) The lift shall be capable of sustaining and lowering a load as specified in Tig 9 7 The rated speed shall not exceed 30 ft/mm (0 15 m/s) The travel shall not exceed 12 ft (3 658 mm) Travel of lifts conform- ing to para 2.1 3 shall not exceed 5 ft (1 524 mm) Plat- forms w ith a floor greater than 15 ft2 (139 m2) shall have iated load of not less than 750 Ib (340 kg) 2.7 2 Capacity Plates A capacity plate stating the rated load shall be prov ided by the manufactuier and fastened m a conspicuous place The letters and numer- als used shall be not less than V in (6 4 mm) in height 2.7.3 Data Plates. A data plate shall be piovided by the manufacturei and secuiel> fastened to the machine The plate shall state the rated speed, rated load, weight of platform, suspension and support means, date of manufacture, and manufacturer's name Lctteis and numerals shall be not less than ^L in (6 4 mm) in height (03) 2.7.4 Restriction Sign. A sign shall be securel> fas- tened m a conspicuous place at each landing and on the platform The sign shall state "No Freight" in Ictteis not less than '4 in (64 mm) high and shall include the international symbol of accessibility 2 8 Safeties and Speed Governors All platfoims shall be pro\ ided with a safety, except platforms of direct-plunger hydraulic lifts The safety shatl be actuated by the action of a speed governor or by the breakage or slackening of the suspension or support means Whcie actuation is by a governor, flic safety shall be set at a maximum speed of 75 ft/mm (0 38 m/s) Wheic actuation is by breakage orslackenmg of the suspension or suppoit means, the safety shall be set without delay, and independent of the speed gover- nor, if provided Safety parts shall conform to the requirements of paias 282 and 283 Whcie hoisting ropes arc used, the application of safeties shall conform to the require- ments of para 284 The application and release of safeties shall confoim to the requiiements of paias 2 8 5,2 8 6, and 287 281 Screw Drive Machines. When screw duve machines aie used, safeties and speed governors con- forming to pnia 281 shall be pcimittcd 2811 The down speed of the platform shall be limited with rated load to not over 175 ft/mm (0 89 m/ s) m the event of failure of the driving means 2812 The fall of the platform in the event of failure of the driving nut shall be limited to a distance not exceeding ^ m (13 mm), by utilizing a safety nut or other equivalent means 281.3 The capability of the alternate safety devices described, in paras 2811 and 2 8 1 2 to function as required shall be verified by engineering tests as described in para 9 6 2.8.2 Minimum Factors of Safety and Stresses of Safety Parts and Rope Connections 2821 Parts of safeties, except springs, safety- rope drums, leading sheaves, and their supporting brackets and safety-jaw gibs, shall have a factor of safety of not less than 3*4, based on the ultimate strength of the matenal, and the materials used shall ha\ e an elon- gation of not less than 15% in a length of 2 in (51 mm) Forged, cast, or welded paite shall be stress relieved 2 8.2.2 Spi ings shall be permitted to be used m the opeiation of platform 01 counterweight safeties Where used, and where partially loaded prior to safety opera- tion, the loading on the spring shall not produce a fiber stress exceeding one-half the elastic limit of the material During operation of the safety, the fiber stress shall not exceed 85% of the elastic limit of the material Helical springs, wheie used, shall be in compression 2.8 2 3 Safety-rope drums, leading sheaves, and their supporting brackets and safety-jaw gibs shall be peimitted to be made of cast iron and other metals provided such parts have a factor of safety of not less than 10 2824 Rope used as a connection from the safety to the governor rope, including rope wound on the safety-rope drum, shall be not less than /£ in (3 2 mm) in diameter and shall be made of a corrosion-resistant metal The factor of safety of the rope shall be not less than 5 Tiller-rope construction shall not be used 2825 The factois of safety shall be based upon the maximum stresses developed in the parts during the operation of the safety when stopping rated load from governoi tripping speed 2826 Safety-rope leading-sheave brackets and other safety operating parts shall not be attached to or supported by wood members 2.8.3 Material and Factor of Safety. Governor ropes, where prov ided shall be of iron, steel, monel metal, phosphor bronze, or stainless steel They shall be of a tegular-lay constiuction, and not less than V, in (64 mm) m diametei The factor of safety of governor ropes shall be not less than 5 Tiller-rope construction shall not be used 284 Type A (Instantaneous) Safeties On the parting of the hoisting ropes (free fall) Type A governoi oper- ated safeties, where prov ided, shall apply without appreciable delay, and their application shall be inde- pendent of the speed action of the governor and of the location of the break in the hoisting ropes (inertia appli- cation), and shall be permitted to be accomplished by the use of a governor and governor ugging having a 15 00,? b\ llic Smi.ru,in Sotiu\ ol Mvtlntneal t nginien ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS sufficiently high value of inertia to apply the safety on ficc fall independently of the speed action of the gov- ernoi 285 Means of Application Safeties shall be applied mechanically Electric, h>drauhc, or pneumatic devices shall notbe used to apply the safeties required by section 2, nor to hold such safeties in the retracted position 286 Level of Platform Floor on Safety Application The application of a Type <\ or Type B safety to stop the platform, with its latcd load centered on each quarter of the floor symmetiically with relation to the center line of the floor, shall not cause the floor to be out of level more than 3/y in /ft (31 mm/m) in any direction 2 8.7 Release. When platform safeties are applied, no decieasc in tension in the govcrnoi rope nor motion of the platform in the down direction shall iclcasc the safeties, but such safeties shall be permitted to be released by the motion of the platform in the up direction 2.9 Terminal Stopping Devices 2.9.1 Normal tei mmal stopping de\ ices lequued by para 292 shall be permitted to use mechanically oper- ated, magnetically operated, optical, or static-type switches Final terminal stopping de\ ices required by para 293 shall use only mechanically operated switches Teimmal stopping de\ ices that are located on the plat- form or in the runway shall be of the enclosed type and securely mounted in such a manner so that horizontal movement of the platform shall not affect the operation of the dev ice 2.9 2 Normal stopping dcv ices operated by the plat- form shall be provided, and shall be set to stop the platform flooi v> ithin a tolerance of \ in (13 mm) of the landings under rated loading to zero loading conditions The normal stopping devices shall be permitted to also serve as the upper and lower terminal stopping dev ices 293 Uppei and lower final teimmal stopping de\ ices operated by the platform shall be pi ovided to remove power from the motor and brake if provided, except as specified in paia 296 They shall be set to stop the platform aftenttiavelspastthcnoimal terminal stopping device and befoie striking an obstruction \ slack-rope dev ice equipped v, ich a slack-rope switch of the enclosed manually leset type, which shall cause the electric power to be lemoved from the driving machine motor and biake, if provided, if any hoisting rope becomes slack, shall be peimitted as the lower final terminal stopping dev ice 2.9 it Final terminal stopping dcv ice sw itch contacts shall be directly opened, mechanically Arrangements that depend on a spring or gravity, or a combination thereof, to open the contacts shall not be used 2.9.5 The final terminal stopping device shall not contiol the same contiollcr switches as the normal stop- ping device unless two or more separate and indepen- dent switches are provided, two of which shall be closed to complete the driving-machine motor-and-brake cir- cuit m either direction of travel Wheie a two- or thiee- phase alternating-current driv mg-machme motor is used, these switches shall be of the multi-pole type The control shall be so designed and installed that a single ground or short cucuit shall be pcimilled to pre- vent either the normal or final stopping device cncuits from stopping the platfoi m, but not prevent both 29.6 Final teimmal stopping devices aie not required for direct-plunger or roped hydraulic driving machines Lower final terminal stopping devices are not required %vhere the limitations of die machine or runway limit the tiavel of the platform (eg, a platfoim at rest on the bottom terminal landing) 2 10 Operating Devices and Control Equipment 2.10 1 Operation. Operation of the lift from the land- ings and from the platform shall be controlled by "UP" and "DOWN" contiol switches at all stations, and shall be by means of the continuous-pressure type Controls shall be 48 m (1 220 mm) maximum and 15 m (380 mm) minimum above the platform floor or facility floor or ground level Operating dev ices shall be designed so that both the "UF" and "DOWN" circuits cannot be opeiated at the same time 2.10.2 Attendant Operation 2.10.2.1 Where applicable, and wheie approved by the authority having junsdiction, the lift shall be peimitted to be attendant-operated The attendant shall be summoned by means of a clearly labeled attendant- call device located at each landing 2 10 2 2 The attendant shall operate the platform by means of a contmuous-picssure switch so located that the attendant has full v tew of the floor area under the platform and full v lew of the platform throughout its tiav el \ manually reset emergency stop switch shall also be ptovided at that location 2 10 2 3 No controls other than an emergency stop switch, shall be prov ided in the platform 2 10.3 Control and Operating Circuit Requirements The design and installation of the control and operating circuits shall conform to the following 2.10.3.1 Contiol systems that depend on the com- pletion or maintenance of an electric circuit shall not be used for interruption of the power and application of the machine brake at terminal landings, or for stopping the machine when the safety applies 2 10 3 2 If springs aie used to actuate switches contactors, or relays to break the circuit to stop the lift 16 00? hv the \iVKncin Souitv ol Miihitnttil fngincers SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS ASMEA1S 1 2003 at the teiminal landings, they shall be of the icstiained compicssion type 21033 The failure of an), single magnetically operated switch, relay, or contactoi to release m the intended manner,, or the failuie of any solid state de\ ice to operate as intended, or the occunence of a single accidental ground or combination of accidental grounds shall not permit the lift to start if this failure renders ineffective any electrical protective device 2.10.4 Motor Reversal Protection Where a non- instantaneous reversible motor is used a protective cir- cuit 01 de\ ice shall be provided to prevent the motor fiom continuing m the same direction if the reversing control is activated 2 10 5 Phase Reversal and Failure Protection Lifts having polyphase alternating cuircnt power supply shall be prov ided with means to prevent the starting of the lift motor if the phase rotation is in the wrong direc- tion, or if there is a failure of any phase This protection shall be considered to be provided if a icversal of phase of the incoming polyphase alternating cuircnt povkci ivill not cause the lift driving machine motor to opciate in the wrong direction 2.10.6 Emergency Stop Switch. An emeigency stop switch shall be provided on the platform and located m or adjacent to each platfoim operating panel When opened, this switch shall cause the elcctnc power to be icmovcd from the driving-machine motor and. brake if provided Emergency stop switches shall be of the manually opened and closed type and have led operating handles or buttons They shall be conspicuously andpeimanently marked "STOP" and indicate the "STOP" and ' RUN" positions Switches shall be positively opened mechanically and their opening shall not be solely dependent on springs 2.10.7 Slack-Rope and Slack-Chain Devices for Wind- ing Drum and Roller-Chain-Type Driving Machines, Wind- ing drum dnv ing machines with rope suspension shall be provided with a slack-rope device of the manually icset type that will remove power fiom the motor and brake if the platform is obstructed m its descent and the suspension ropes slacken Lifts with roller chain suspen- sion means shall be provided with a slack-chain device that will ncmov e power from the motor and brake if the platform is obstructed in its descent and the suspension means slacken This device is not icquiicd to be of the manually reset type if the chain spiockcts are guarded to prevent the chain from becoming disengaged fiom the sprockets 2.10.8 Release and Application of Driving Machine Brake Dnv ing-machine brakes shall not be electrically iclcascd until power has been applied to the driving- machine motoi All power feed lines to the brake shall be opened and. thebiakeshall apply automatically when any operating device in paia 2 10 1 or 2.102 is in the stop position, and when any elcctiical piotectivc device functions 2 10 9 Electrical Equipment and Wiring 2 10.9.1 All clectncal equipment and wiring shall conform to the requirements of ANSI/NFPA 70 2.10 9.2 Electncal equipment shall be certified to the lequirements of CAN/CSA B44 1/ASME A175 2 10 10 Manual Operations Means shall be prov idcd to permit authorized personnel fiom a position outside the platform to raise or lowei the platform manually in the ev ent of power failure, unless standby (emergency) power is provided 2.11 Emergency Signals If the platfoim is installed in an area not visible to pcisonncl at all times, emergency signaling devices shall be prov ided in accordance with the lequuements of para 2 11 1 or 2 11 2 Standby power shall be provided in accordance vnth para 2113 2.11 1 The platform shall be piov ided with an audi- ble signaling dev ice operable from the emergency stop switch, maiked also with "ALARM" or from a separate switch maiked "ALARM," which is located m or adja- cent to each platform operating panel The switch marked "ALARM" shall illuminate when actuated The signaling dev ice shall be audible inside the platform and outside the runway The audible signaling device shall have a rated sound pressure rating of not less than 80 dBA nor greater than 90 dBA at 10 ft (3 05 m) and lespond without delay after the switch has been acti- vated 2.11 2 Theliftshall beprov ided with a means of two- way conversation between the platform and a readily accessible point outside the runway which is available to emergency personnel (telephone, intercom, etc) The means to activate the Uv o-\\ ay conv crsation system does not have to be provided on the platform 2.11.3 If the audible signaling device(s), or the means of two-way conversation, or both, are normally connected to the building power supply, they shall auto- matically transfer to a source of standby or emergency power as required by the applicable building code or, where applicable, Standard for Health Caie Facilities (ANSI/NFPA 99) after the normal powei supply fails The power source shall be capable of providing for the operation of the audible signaling device and illumina- tion of the alarm switch for at least 1 hi, and the means of two-way conversation for at least 4 hr 212 Code Data Plate A data plate shall be piov ided that indicates the A18 1 Standard to be used for inspections and tests The data 17 00* bv ilk Vtti.ru, in VHIU\ ol MuJiamcal f Mgmeers t\ ASME A18 1 2003 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRUFTS plate shall be in plain view, securely attached on the mam Imc disconnect or on the controller The data plate shall be of such material and consti uction that the letters and figures stamped, etched, cast, or otherwise applied to the face shall remain permanently and readily legible The height of the letters and figures shall be not less than \ in (3 2 mm) 3 INCLINED PLATFORM LIFTS3 Section 3 applies to inclined platform lifts installed m locations other than in or at a private residence for use by the mobility impaired 3 1 Runways 3.11 Means of Egress Lifts shall be installed so that the means of egress is maintained as required by the authority hav mg jurisdiction 312 Clearances. Clearances between the jplatform and adjacent surfaces shall not be less than % in (19 mm) At no point in its travel shall the edge of the platform floor facing the uppermost landing be more than 24 m (610 mm) abov e a step or landing as measured v ertically 3.1.2.1 Headroom clearance where the platform is positioned for boarding shall not be less than 80 in (2 032 mm) as measured vertically from all points on the surface of the platform floor 3.1.2.2 I Teadroom clearance during travel shall be not less than 60 in (1 524 mm) as measured vertically fiom any point on the surface of the platform floor 3.1 2 3 If the hcadioom is less than 80 m (2 032 mm) as measured vertically from all points on the sur- face platform floor at any point in its trav cl the platform shall be provided with a folding scat and scat belt to accommodate a person not using a wheelchair, and sign stating "CAUTION NO STANDING PASSENGERS MUST BE SEATED BEFORE LIFT IS OPERATED" shall be prov ided on the platfi om and shall be secuiely fas- tened m a conspicuous place Letters shall be not less than '/ in (64 mm) high 3.1 3 Pipes In Runway Vicinity Pipes conveying steam, gas, or liquid that, if discharged into the runway, would endanger life or health shall not be permitted (03) 314 Lower Level Access Ramps and Pits Lifts shall be permitted to have a pit Unenclosed pits shall not exceed 4 m (101 mm) in depth Wheic a pit is not provided, a floor mounted or retractable platform floor mounted ramp shall be piov ided in accordance with para 3141 or 3 142. 1 See bechon 6 for ihe requirement for ihfc equipment installed ni 01 al ci pn\tiU. rciidmci. 3 1 4,1 Ramping inclinations for floor mounted ramps shall be not greater than (a.) 1 in 8 for heights up to 3 in (76 mm) rt>) 1 in 10 for heights up to 4 in (101 mm) d) 1 in 12 for heights greater than 4 in (101 mm) 3.1.4 2 Retractable ramps shall be automatically actuated and shall remain m their elevated position until the platform returns to the landing When in use, the inclination of the ramps shall not be greater than (a) 1 m 4 foi heights up to 2 in (51 mm) ft) 1 in 6 for heights up to 2 5 in (64 mm) (L) 1 in 8 for heights up to 3 in (76 mm) (d) 1 m 10 for heights up to 4 in (101 mm) (e) 1 in 12 for heights greater than 4 in (101 mm) 3.1.5 Structural Support The structure on which the lift is installed shall be capable of safely supporting the loads imposed 3 1.6 Electrical Equipment and Wiring 3.1.6.1 The installation of electrical equipment and winng shall conform to die requirements of ANSI/ NFPA 70 3162 Electrical equipment shall be certified to the requirements of CAN/CSA B44 1/ASME 4175 3.2 Guide Rails and Tracks 3.2.1 Material Guide tails shall be of metal con- struction 3211 Requirements for Steel, Where Used. Rails, brackets, fishplates, and rail clips shall be made of open- hearth steel or its equivalent hav ing a tensile strength of not less than 55,000 psi (379 MPa) and having an elongation of not less than 22% in a length of 2 in (51 mm) Bolts shall conform to ASTM A 307 Rivets shall conform to ASTM A 502 3212 Requirements for Metals Other Than Steel. Metals othei than steel shall be permitted to be used provided the factor of safety is not less than, and the deflections arc not more than, the values specified in section 3, and provided that cast iron is not used 3213 Guide-Rail Surfaces Guide-rail surface used for guiding a platform or counterweight shall be sufficiently smooth and true to operate properly with the guiding members Those surfaces that the platform or counterweight safeties engage shall be smooth and true within flic tolerances required to ensure propci safety application without excessive retardation or excessive out-of-level platform conditions resulting 3 23. Location. The top and bottom ends of each run of guide rails shall be so located in relation to the extreme positions of trav el of the platform that the platform guid- ing members cannot travel beyond the ends of the guide rails 18 001 bv UK. \m<.ri<,iu Souilx ol Mcihtnical 1 ngincen i~ f~ ,. f i. .... r.^ L - .. « f A <