1330 ROCKEFELLER AVE MEDICAL OFFICE BLDG 5TH FLOOR 2018-01-02 MF Import

� � GENERAL NOTES GENERAL STRUCTURAL STEEL ALL TYPICAL DETAILS AND NOTES SHOYt�! ON ORAWINGS SNALL APPLY UNLESS ALL STEEL SHALL CONFORM TO THE FOLLOWING� 'i+,t NOTED OTHERWISE. THE CONTRACTOR SHALL SUBI�IT ALL PROPOSED ALTERNATE ' TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ALL CHANNELS At� PLATES ASTM A36, Fy=36 KSI '_ � ENGINEER FOR APPROVAL PRIOR TO SHOP ORAWING PRODUCTION AND FIELD USE. UNLESS NOTED OTHERWISE . �,�fi B UILDING CO DE GENERAL NOTES FOR STEEL CONDECTIONS SHALL APPLY TO ALL STEEL CONNECTIONS UNLESS NOTED OTNERWISE. �� ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDfNG CODE. THE q�L MARK SHdLL BE IN ACCORDANCE WITH THE AISC SPECIFICATION. SHOP �n �� PUBLICATIONS LISTED BELOW ARE TF� GOVERNING CODES AND STANDARDS A� DRAWINGS SHALL 9E SUBMITTED AND REVIEMED BY THE ARCHITECT/ENGINEER ARE REFERENCED BY THEIR BASIC DESIGNATION. IN THE CASE OF CONFLICTING BEFORE COhAENCING fABRICA710N. REOUIREbENTS, THE BUILOING CODE SHALL GOVERN. � `" � � �. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SELECTION OF �a !� APPLICABLE CODES AND STANDARDS OPTIONAL DETAILS SH011N ON THE DRAW[NGS. THE CONTRACTOR SHALL ALSO BE �� R ES P O N S I BL E F O R A L L E R E C T I O N A I D S T H A T I NC L U D E, BUT ARE NOT LIMITED f� BUILDING CODE UNIFORN BUILDING CODE (UBC), 1997 ED(TION T0, FRECTION AN6LES, LIFT HOLES, AND OTHER AIDS. � — x: AISC AAERICAN INSTITUTE OF STEEL CONSTRUCTfON, STRUCfURALSTEELWELDING "LOAD ANO RESISTANCE FACTOR DESIGN SPECIFICATION FflR STRUCTURAL STEEL STRUCTURAL STEEL SHOP DRAWI�JGS SHALL SHOW ALL NELDING W(TH AN5 A2. 4 Z BUILDINGS, " OECEABER 1, 1993 SYb60LS. ALL NELUING SHALL BE DONE BY AM5/WABO (WASHINGTON STdTE � � ASSOCIATION OF BUILOING OFFICIALS) CERTIFIED WELDERS AND IN ACCORDANCE AISC AISC ' SPECIFICATION FOR STRUCTURAL JOINTS WI7H AN5 Dt .l . NELOS SHONN ON THE DRAWINGS ARE THE MINIMJM SIZES. Z o USfNG ASTM A325 OR A490 BOLTS, " INCREASE MELO 51ZE TO AN5 MINIIrUI� SIZES, BASED ON PLATE THICKNESS. 2 a- � JUNE 23, 2000 THE MINIFUM MELD SIZE SHALL BE �fb INCH. FIELD MELDING SYIr80LS Q O w AN5 D1 . 1 AA�RICAN HELDING SOC(ETY D1 . 1-2000, HAYE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE SHOMN, � � F- "STRUCTURAL HELDING CODE - STEEL" PROPER FIELD MELDING PER AN5 D1 . 1 SHALL BE USED. NHERE NO FIELD Z �3 � NELD�NG SYb80LS ARE SHONN, IT IS THE CONTRACTOR' S RESPONSIBILITI' TO � � AN5 D1 .3 AAERICAN VIELDIN6 SOCIETY D1 . 3-96, COORDINATE THE USE OF SHM APD fIELD NELDS. ALL YIELDS SHALL BE MADE w U � "STRUCTURAL WELDING CODE - SHEET STEEL" USING LOW HYDROGEN ELECTRODES W1TH MINIAUM TENSILE STRENGTH PER AW5 � o m D1 . 1 (MINIAIUM 70 KSI) . � � � ASTM AIYERICAN 50CIETY FOR TESTING AND AIATERIALS A�L NELDING SHALL BE PERFORI+ED IN STRICT ADHERENCE TO A MRITTEN (ASTM INTERNATIONALI NELDING PROCEDURE SPECIFICATIMJ (1�PS) PER AN5 Di . l . ALL NELDING �""""" PARAhETERS SHALL BE wITHIN THE ELECTRODE IAANUFACTURER' S GCNERAL a DRILLED—IN CONCRETE ANCHORS (DICA� RECOMrENDATI0N5. NOTES ACCEPTABLE DRILLED- IN CONCRETE a'JCHORS, OF SIZE, NUABER, AND SPACING FInEPROOFINGSTRUCTURALSTEEL AS SHOYN ON THE DRAWINGS, SHALL BE. AS FOLLONS� HILTI "KWIK-BOLT- Il" � �o. CARBON STEEL NEDGE ANCHORS 11CBC •4627), "NEJ- IT ANCHOR BOLT" PROVIDE FIREPROOFING TO SIRUCTURAL STEEL FRAMING, CHANNELS AND ( ICBO �16211 OR ITW RAMSET/RED i'�EAD TRUBOLT CARBON STEEL NEDGE UNDERSIDE Or DECK TO MATCH E�(ISTING MINIMUM HOURLY VALUES OF STEEL °"�` SRT � ANCHORS" ( IC80 �13?2), OR APPROVED EQUAL. MINIAUM Eh8ED1�ENT DEPTH FIRE PROTECTION. o�«� � SHALL BE 4. 5 BOLT DIAAETERS UNLESS NOTED O7HERWlSE ON DRAWlNGS. 5-26-04 ANCHORS SHALI BE INSTALLED IN STRICi ACCORDANCE WITH THE APPROVED 1C80 �"" '""B11 REP�RT. NO REINFORCEA4ENT SHALL BE CUT TO INSTALL ANCHORS. DEFECTIVE S � HOLES SHALL BE GROUTED WITH EPDXY ADHESIVE. —'� 1 � �`] v