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: NOTES - - <br />N01E <br />THECRANE AMCIIEiSHOWN ONTHIS ORAWINO MAY. <br />WOMPRESENTACTUALSUPPORTCONDIRONE <br />REFER TO <br />. <br />....OTHER DUARS AND NOTES ELSEWHERE IN THESE DRAWINGS <br />FOR ADORWNAL INFORMATION AND REQUIREMENTS. <br />E <br />E <br />? <br />1) CRANE OPERATION MAY CAUSE VIBRATIONS IN ROD BRACING AND OTHER BUILDING COMPONENTS. OTHERS TO PROVIDE <br />RAFTER IS <br />NOT <br />1 <br />F AND INSTALL CLAMPS OR TIES AS REQUIRED TO MINIMIZE VIBRATION NOISE.. <br /> 2) CRANE BRACKET ELEVATIONS MAY VARY SLIGHTLY DUE TO FABRICATION TOLERANCES. SHIMMING OF BEAMS OR <br /> LEVELING AND GROUTING OF COLUMN BASES MAY BE REQUIRED BY THE ERECTOR. SHIMS ARE NOT PROVIDED UNLESS <br /> RUNWAY BEAM AND BRACKET ARE BY VP. <br /> 4) 00 NOT WELD TO CRANE RUNWAY BEAMS OR SUPPORT BRACKETS, OTHER THAN WELDS SPECIFIED IN THESE DRAWINGS, <br /> WITHOUT THE ADVANCE WRITTEN CONSENT OF VP OR THE RUNWAY BEAM DESIGN ENGINEER <br /> 6) CRANE RUNWAY SYSTEMS ARE SUBJECT TO FATIGUE RELATED PROBLEMS. THEREFORE, ANY RUNWAY COMPONENTS <br /> OR DETAILS SUPPLED NBVP MUST BE DEVELOPED BY A PROFESSIONAL ENGINEER COMPETENT IN THE DESIGN OF <br /> SUCH SYSTEMS. <br />A A <br />6) THE DESIGN AND ATTACHMENT DETAILS FOR THE CRANE END STOPS MUST BE DEVELOPED BY INDIVIDUAL(S) <br /> PLATEWASHERS PROVIDED <br />ONLY IF M RUNWAY RUN AY <br />HL BEAM IS <br />QUALIFIED TODOS0. COORDINATION WITH THECRANE MANUFACTURER ISSTRONGLY RECOMMENDED. . <br /> BYVP. <br /> T) THE STIFFENERS SHOWN ARE PROVIDED ONLYWHEN THE CRANE BRACKET IS ALSO PROVIDED BYVP. HOWEVER, <br /> THESE STIFFENERS ARE ALWAYS REQUIRED. THEREFORE IN CASES WHERE THE BRACKET IS NSVP, THE STIFFENER <br />SHIM ASREODTO WIDTH, LENGTH; THICKNESS, FIELD WELDING REQUIREMENTS, ETC. MUST BE DETERMINED BY A LICENSED PROFESSIONAL <br />AM VERTICALLY. SOLT$ USE: ENGINEER COMPETENT IN THE AREA OF BRIDGE CRANE DESIGN IN STEEL BUILDINGS. DO NOT ADD HOLES, NOTCHES, <br />(SEE NOTE q _DU : <br />ETC, TO VP STRUCTURAL ELEMENTS WITHOUT ADVANCE WRITTEN PERMISSION FROM VP. <br /> . <br />HARDENED RAT WASHERS CRWE BEAM 8) PLEASE FURNISH HOLE SIZE, PATTERN, AND REQ'D ENDPLATE THICKNESS IF RUNWAY BEAM IS NBVP. 00 NOT HELD <br />BoaSRNAPUL EYFLmw PROVAIEDGDEDONNLFY <br />" <br />- WELD THIS CONNECTION. BOLTS, WASHERS. AND SHIMS ARE NOT PROVIDED UNLESS BEAM AND BRACKET ARE BY VP. <br />, <br />O O IF RUNWAY OEM IS. BY VP. . . <br /> 0 9) THE CYCLIC NATURE OF BRIDGE CRANE EFFECTS WILL TEND TO CAUSE GRADUAL LOOSENING AND/OR MISALIGNMENT OF <br />FROM msmE wxce De LL SOME BUILDING COMPONENTS. PERIODIC INSPECTION OF CONNECTIONS AND ALIGNMENT WILL BE REQUIRED. <br />17 <br />LL <br /> o" 0 10) DUE TO THE RELATIVE LOCATIONS OF THESE UNDERHUNG CRANE BRACKETS, A DIFFERENTIA. DEFLECTION BETWEEN <br /> 4 ; LL RUNWAYS DUE TO ROOF LIVE OR SNOW LOADS OF INCHES MAY OCCUR. PLEASE VERIFY THAT THE CRANE <br />i 2! BRIDGE, END TRUCKS, ETC CAN TOLERATE THIS <br />SECTION A-A ALL BOLTED CONNECTIONS REQUIRE BOLTS a?O <br />(SEE. NOTE 11) TO BE FULLY PRE•TENSIONED ) <br />UNDER HUNG BRIDGE &.MONORAIL CRANE DETAIL <br />CRANE DESIGN DATA <br />CRANE CLASSIFICATION: C(ModelYdeSeTVlee) IMPACT: VERTICAL= 10.00. %OFWHEEL LOAD <br />CRANE CAPACITY: 300 Ton LATERAL = 20.00 %OF LIFTED LOAD r TROLLEY <br />CRANE SPAN: 2r.43)1" (WID OF RAILS) LONGITUDINAL= 10.00 % OF MAXMUM WHEEL LOADS, PER RAIL <br />WHEEL SPACING: T•26l8^'.. <br />TROLLEYIHOIST WT. RUNWAY BEAM SIZE, <br />0.60 k S 12 %31.80, MC 10 X 6.40, Fy-36ks1 <br />BRIDGEWL 3.06k <br />MAXIMUM WHEEL LOAD: 3.90 It (WIO IMPACT) <br />RUN-UP DIST. 1.08 R <br />(IF TWO CRANES) <br />CRANE DATA NOTES: <br />VERIFICATION REQUIRED. IF DIFFERENT FROM ABOVE, BUILDER MUST CONSULT A <br />QUALIFIED PROFESSIONAL ENGINEER CONCERNING STRUCTURAL ADEQUACY. <br />MEMBERS AND CONNECTIONS DESIGNED IN.A000RDANCE WITH RISC APPENDIX K4 <br />FATIGUE LOADING CONDITIONS <br /> BmmNyNR " <br />CRANE DATA Nc's <br />?'eONAI EN° . <br />"'"^?nomnuN? <br />i <br />i <br />THE VP ENGINEER'S BERL APPLIES <br />ONLY TO THE MORE PRODUCT OF <br />VP AND DESIGN BUD PERFORMANCE <br />REQUIREMENTS SPECIFIED BY VP. <br />THE VP ENGINEER'S SEAL DOES <br />NOT "PLY TO THE-PERFORNANCB <br />OR DESIGN OF ANY OTHER PRODUCT <br />OR COMPONENT PORNISHED BY VP <br />EXCEPT TO ANY DESIGN OR PER- <br />FOBHANCE REQUIREMENTS <br />SPECIFIED BY VP. <br />UP Relf., Shape <br />2' <br />FOR CONSTRUCTION IO? ID 6 <br />VP Buildings, Inc <br />3200 Players Club Circle Memphis TN 3012E CRANE DATA 1.1 <br />are m tNn LeNaver8uildlnOSystems ROB. .. <br />M00M06T1-01 <br />.Y °o="Q?AmeR SNdphdanum Co. oes . <br />MSH <br />B aYw Fdsco, Colorado <br />.. r P BUILDINGS SSRMB=ao <br />Climax 03DamPump Station VARCO MI. HN SJ <br />N