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<br />� . I . - I SCOPE. . . . . 1. . . .
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<br />. . . MATERIAL NOTE I - TMMmcEs - I . . 1 GENERAL NOTES � ."I .
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<br />I - STF=TU1RAI_ SM ASTM A36 - . THIS REFDOISE IS NOT VALID FOR THE BOILS SUPPMT S7RUCW THE ROOF BEAMS THE MRING TIME TO ACHIEVE THE CUBE STRENGTH OF 35 MPa SHALL BE 36 HOURS I .1 !
<br />US DRAWING SPECIFIES THE MAIN GENERAL NOTES AND SPECIFICATION ON NOR THE HORIZONTAL FRAMES - WHERE ONLY SPLICES INDICATED ON THE DRAWINGS IN ADDITION TO WHAT IS SPECIFIED IN THE RELATED CODES THE FOLLOWING AT A MAXIMUM. TESTS M PROVE THE ACHIEVED MIRENGTH 91ALL BE PERFORMED BY ; I ." 1.
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<br />FABRICATION AND ERECTION OF THE PRIMARY STEEL STRUCTURE FOR THE ALL STEEL MATERIAL INCOPORATED INTO THE STNCTM SMA,LL BE CER7M 70 ARE ACCEPTED. . I I
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<br />. .. BOILK SERVICE AND TI.WK/GDOtAToR BUILDING. FOR FURTHER INFORMATION RM THE REOUREMENT OF ASTM A36/A500. SHOULD BE NOTED: THE CONTRACTOR RESPONSIBLE FOR THE GROUTING, BEFORE THE ERECTION MAY PROCEED I . . I . � " . .
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<br />. .. SEE THE sCOTT' woRwwm TECHNICAL. spmmiow IF NOT 07HERINSE INDICAJED ON THE DRAWINGS AND IN THE MATERIAL MANtIFACTORM9 TOLERANCES RE ALL MANuFACTom UNfTS SHALL BE ACCORDING .. . I
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<br />. I SPECIFICATION STEEL SHALL BE OF STEEL ASTM A36/A5OO, 0 NO SPLICE IN CANTILM BEAMS SIMI BE LOCATED CLOSER TO THE TO NUMSHOP TOLERANCES FOR MANUFACAIRES STEEL UNITS, INCLUDEED IN THE . I .1 . .
<br />.1 . . PONT OF SUPPORT 1HAN ONE-HALF OF 1HE CANILEVERED LENGTH. TECHNICAL SPECIFICATION APPENDIX 0. . I
<br />. , CODES AND STMDARDS. SaU FANCATOR OR ERECTM OF ANY REASON DEW TO PROPOSE THE USE OF � 1,
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<br />I . ACI - AMIER!ICAN CONCRETE INSTITUTE - STEEL, OTHIER THAN SPECIFIED HE WILL SE ALLOWED TD DO SO ON HIS OWN EXPENSE. - 0 FOR BEAMS EMPILOYED IN ANY SPAN BETWEEN SUPPORTS� THERE SHALL BE THE MANUFACTOR VAL BE HOLD RESPONSIBLE FOR DEVIAMONS FROM STATED TOLERANCES. I I � .
<br />I I . i FABRICATORARECTOR SHAL DISURE 7HAT SUBSUIM MATEFOAL COMPIJES WITH NO SPLICE IN THE MIDDLE ONE-FOUR7H OF THE SPAN, NOR IN THE ONE- REPAIR AND MAKING GOOD FOR FAULTY PIECES WILL BE AT 7W EXPENSE OF THE MANUFACTOR. . I .
<br />-,. STRUCTURAL WELIW CODE 1992 ALL THE WNW REWmem OF ASTM AND sHALL CARRY OUT Amom 9" OF THE SPAN NEA" ANY SUIPPWT, NOR MOSER THAN 1.2 . - . I ... I .
<br />".L. .. MANUAL Or STEEL WGMC11ON 11H EDMOK LRFD, AISC MEDiANICAL TESTS. IF SO REMO. METERS TO ANY SUPPORT/JOINT, MRANCES MIUST BE HELD WITHIN 7HIESE LIMITS IRRCSPEC11VE Or ANY MOA . � � .
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<br />I -1. . � APPLICABLE MA7EYdAL SPECIFICATIONS ASTM - TOLERANCE FM FABRICATION. IT VILL NOT BE POSSIBLE TO EKCT THE SITE KMG - �. ,
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<br />1. 1. - UBC-URFM BUILDING CODE IM EDITION - ANCHOR BOLTS - III) THERE SHALL BE NO MORE 7 W' ONE SPLICE IN ANY 8 FM STRUCTUIRE WITHOUT SERIOUS TROUI)LE OR DaMVE FIELD WELL4NG LINLESS ,
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<br />. I .. I I 1H THE SPECIM APPROVAL OF THE ERECTION SITE WELDS ARE SHOWNI ON THE ERECTION DRAWING'S. ..:
<br />. INTERVAL OF BEAK EXCEPT W."i DM71ONS ME KVT TO A MINIMUM AS ABOVE. . !
<br />- I I LINIJESS OTHERWISE IS STATED ON DRAWINGS OR IN THE SCOTT WORLDWIDE ANCHOR BOLT$ SHALL BE FABRICATED FROM STEEL ASTM A36 OR EQUAL GOTAVERKEN REP`RESEN`TA71VL 1HUS . THE LOCATION OF SUCH SPLICES . NO SITE WELDING, F NOT RMTED ON THE DRAWINGS, 6 TO BE MADE, NOR MAY I � �._ I
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<br />. . . 1ECINCAL SPECIFICATION, M SPECIFICATION OF AISC FOR CONTROL, FABRICATION -ERECT - BE DONE IF NOT APPROVED. WAS TO BE WELDED I I 11. .
<br />". AND ERECTO !SNALL BE FOLLOWED. ARE ALSIO SU&IECT TID APPROVAL ANY TEMPORARY ION WELDS .. I
<br />11. . . - ELEMENT LASES - ARE GENERALLY ONE END OF SECONDARY FLOW BEAMS , PRECAST ELEMENT EXPLANATIONS I I I
<br />� . OTHER RELATED CODES ANID/OR ADDITIONS TO MOM REQUIRMENTS - STRUCTURAL BOLTS, NISTS AND WASHERS - ly) smms BETWEEN ve Pum m sKm wrom RMGES ARE NOT ' CONNECTIONS AND HORIZONTAL FRAMES. ., . . .
<br />'. ALLOWED IN THIE SAME CROSS SECTION. . . .
<br />. SEE THE SCOTT WORLDWIDE TECHNICAL SPECIFICATION. ALL OBJENTS SHALL BE MAM(ED ACCORDING TO LABE ON MANK. ,. �
<br />.1', L (g ERECTION MARK I I ; �
<br />I 11. . - SITE Win SmCTURAL VMS - ': I , .
<br />. .... BOLTS SMALL BE OF STEM. AM A325-1111c, WE 1. HOT-W GALVANIZED MUDITS WIDW LABE SIALL BE MARKED WITH THE SPECIFICATM MAW NO. .
<br />. . DESIGN. VARKING SHALL BE DONE IN A PERMANENT WAY WN A IDENMCATW PLATE, . � I
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<br />. . . . . WfS SIRALL BE OF STEEL AM AW-in. GRADE DK 1407-DIP G&VANMED . . 7WTWELIDE]D ON THIE EIMIT IN MNNEC7W TO THE ERECTION MARK. STRWMAL SEA WELDED ON SM. WHICH ARE INDICATED To BE MWECTED ! . '. I
<br />. I WASHIERS SHALL BE OF STEEL ASTM F436-91, TYPE 1. NOT -DIP G&VANIZED - COUAIN SPLKES - . I
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<br />1_.: ,� MASTIC ANALYSIS AND 1HE LIMIT STATE DESIGN HAVE BEEN USED FOR THE DESIGN. I PROJECT NLIMBER 1 AND ELEMENT IDWIFICATION 2) SHALL BE PUNCHED WITH SMALL BE REGARDED AS WELDS ACCORDING TO INSPEC71ON OF PRODUCTION WELDS' . .
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<br />. ,, r, . � � I . I � . . ONLY ONE PLATE IS ALLOWEI) 70 BE SPLICED IN THE SAME CROSS SECTION. . . WNW 10 mm CAPITAL LETW AND DKAI ON A TEMPLATE IIJU40*100 mm. AS ABOVE. . I . '. � 1. .r, �
<br />I j � ; . IN DETAL INFORMATION SEE THE SCOTT WOWAIDE TECHNICAL SPECIF CATKOL THE IDEWIM1M RATE SIALL BE M07MM AGAINST PAINT DUrMG THE - .
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<br />;11 L I . . I . MS. IF NOT OMWISE K07ED ALL SOLT CONNECTIONS SIHALL BE WITH 7HREMS EXWM FROM FIRST PAINTINGSEQUENSE. BEFORE THE SECOND PA"CSE0JENSE THE . ��,
<br />WMCA110N PLAIIE PROTECTION SMALL BE REMOVED. THE IDIENIF)CATION '� ,�., .
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<br />': . : . THE MA PLANE. THIS IS DMOIED THAT ALL BOLTS SMALL BE OF TVPE X E& ASTM A325X - PRODUCTION WELDS - ' I ..
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<br />1, . 1: . PLATE SHALL BE WADABLE AFTER PAK=. . . � I
<br />� I LOCAM- EVOM WAMM6K USA UNC BOLTS SHMI BE USED. - BOLTED CONNECTIONS - � I
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<br />. �. I li - - .. . . � ALL WELDING SHALL COMPLY WITH ANSI/AWS D1.1-22 11DENTIFICAMON1 PLATES SMALL BE ORIENTATED ACCMW M FORE BELOW So � , , , .
<br />�!:..;. " THE OM LOADS Wii�m ON THE GENERAL, DESIGN REQ08617S IN IM THAT TOP OF STEEL AND BOTTOM W SIM IS Lnumm. , I I I
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<br />11, WORN BIIILDW CODE (UBCj IEDITION IM AND AS FOLLOW . L . W" SLAM BE D== FROM 7W 9" RAW- . .
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<br />, � . ME WISM SIALL BE USM MW THE NUT IF NOT OMW INDICATED ON IM . "
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<br />I I I ERECTION MARK AND WWCATM PLATE DRAWINGS. (SEE ALSO SMICTIORAL B(X75) i1i
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<br />1. ENVIRONMENTAL LOADS . VIEW SVMBOLS ACCORIW TO AWS ARE USED. IF DWIEPANCY BETWEEN WELDING NUIM MORE THAN ONE WASHER MAY BE USED, IF NEMMY, PROVIDED THAT THE '. ''
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<br />I ... - SMOLS OCCLIk THIE MOM SIEVERE SMALL BE GOVERNING. TOTAL SM MGM IS LESS THAN HALF THE DIAMETER OF W SOLT. . , �
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<br />I " .� MMWACTMNG. BOLTS SHALL BE 7KKMG AND 'no 7DMOD WITH THE Mn OF THE NUT - . . .
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<br />. . - , . MERW AS SPECIFIED IN 1HE AISC SPECIFICATOL I ..
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<br />I � z: %,i�! lorwK : I - 01-16.4 pef . I - #0011ION - ALL VEM F WT SUM MORE STMW ON DRAMA SMALL MIEET THE WWA x . . -7�:, 1�'. .
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<br />.-",�,��, 16MANCE FACTOR : 1-1.0 REMMIENT CHARACTER 3 ACCOMG TO wCOLLECTKIN OF REFERENCE RADIOWAM 0 50mm PLAN 114-or*C . . AFM COMPLEATED TIMENEI) OF BOLT C0KCTICK THE NXT WKCTION M BE '.11
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<br />-��, 1 OF VELDS IN SW. 1% OR EQUAL To ANSI/Avs m.1-IM IESI By AN INDEPE14W 7ESTINIG AGENCY AND AN REPORT 70 BE PRESENTED. . 1". . .
<br />� ,� . THE RROUM RESERVES THE RIGHIT TO NOW AT ALL STAGES OF .
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<br />�� ', MANUFACTURE. ALL PUItCHASM )ITAMIES SINALL BE ALLOWED FREE ACCESS I ch � 11
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<br />,� � . - SNOW Lom - . TO ALL "WACTOWS W= IN ANY PIWCESS WCESSARY IN 7HIE MWACIM NO VIM SMALL BE DONE ON ANY BLLT-M OR COMPOSED MEMO LWM IT is LOCATION OF ERECTION MARK AND wrwoww PLATE ON cums @OLT HOLES IN BEARWG TYPE CONNIEC7IONS FOUND To BE wT OF TOLERANCE MAY cat. Da te ' 43849 �, JLI��' ,
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<br />1,",,:`W*,� OF THE STRUCnft MM AT MY REASONABLE W_ ASSEMBLE11 TO AN DW INAT ENSWES AN ADEQUATE STRAIGHWESS AND . ; . AM APPROVAL OF THIE GOTAVERKIEN REPRESENTATIVE BE ENLARGED BY RIEAMING 70 SEPA .;�,_ I q.
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<br />� WE W-4111EST LARGER DIMENSION AND THEN FITTED WITH A CORRESPONDINGLY LARGER ,�. ,�.
<br />, � �j,,�' GROUND SM UND. S-20 pO AUGNMW WHEN IBM. Propo * APER CO � _
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<br />I " SPECIAL INSPECTION REQUIRED BOLT. D013 - . C .'L,; L
<br />� � , "Ji"', I - WHIN A SMXMAL WELD IS WQIRED TO WEND ONLY PARTIALLY AROUND A . PO 0. . 5. �_
<br />. .",.,.i�",lLl BY WASOCERTIFIED SPECIAL INSPECTORS - GENERAL REQUIREIAENTS - UNDATIOU 1"ir,
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<br />; -��:.J�, �, - EARTHQUAKE LIM - MEMBM INE CONNIEM SOIL BE SEALED BY A 311C FILLET WELD AROUND . P I"
<br />1..�'. _"� I . I , OOR THE. FOLLOWING TYPES OF WORK: 1HE MLOW LENM ALL HOLLOW SECTIONS AND DETAILS, AS I EMIT . i,;" �'.
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<br />. . 1�1 �� SEI= DATA: ZONE 3 0 SOILS INSPECTION . . X, - - - - . . - of I 1. . I 6 I I I I . - ! . * # .. . z:-,.1m%,,
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<br />L 1,� 11-1.0 FOLLOW ADDITION&- I I . APp,ROVEj) F___ �. "�
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<br />�, I [:] CONTINUOUS CONCRETE INSPECTION I . . R DE . �� -�,� -
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<br />.1.��i . . P B STRUCMAL, MA70M CON[TAINING DEFECTS 9ML NOT BE EMPLOYIED IN THE WECTION AND 7WING OF WORKSIKIP WELDS - . I ! / I 101 WORKSKIP PAINTING SEE SPECIFICAINK I / . ":, � .
<br />- _i -Ir [3 REBAR INSPECTION =�= _
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<br />1'_,� Sill FAWA71K DUMM POR7KI1NS SHALL K IIEMOVED FROM MEMBM OR 7ME . " I . , , -L7.
<br />. .� �;'.� [:] CONTINUOUS MASONRY INSPECTION DEFECTS SIALL BE IIIIEPAIRM 70 THE SAIISFAC" OF THE KWHAM B.L I . r, ��!"` ". 1. I.
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<br />� ,F,,�,:), ALL PRODUM WMDS SMALL BE SUBJECT TO INSPECTM THE PURCHASER'S I TOUCH,-W PAINTING AT SITE WILL BE PERFORMED WO ERECTION TO ACHIEVE I I .��' I
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<br />. ��;�`_', PURESEN'TAM BEFORE m - fVRMffA7K WILL. SPEC" THOSE UM BEYOND THOSIE MCATEI) ON THE � ,_
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<br />� I � . E] WELDING INSPECTION STATED PROTECTION+ I �,;,,�
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<br />;,. 11 � - STRUCTURAL LOADS . . STIMCMAL SM FOR 1HIE BO&M SLIPPORT STEELWORK OR MIEM OF T.T.T- . DRAMA. TO BE INSPECTED AND THE MCMIRE 10 BE EMPLOYM. HE SMALL BE . . . I I
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<br />. � � ": '' . W -.0'. P. [] HIGH STRENGTH BOLTING INSPECTION ONAINING MY NO THE SOLE AM OF THE ACCEPTARM OF ALL WELDS AND HIS DECISION sHALI BE FINAL LOCATION OF EREC7ION1 MM AND IDENTIFICATION PLATE ON BEAMS � . . . . - .,\.d ..�,., : .
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<br />.- L-1 OTHER WELDS FOM 7D BE DEFECTIVE SIHALL BE REPAIRED OR REPLACED M 7W SATISFACTION OF . I .. � .
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<br />�11/ THE STRUCAW ALL SM MA7MALS SHALL BE OF THE PRESCRIBED DIMERSIONS ON THE SHOP FABRICATIOn -EXPD(SE U.E. - . L PANT PRIMEIt - PDXYMASTIC HIGH BUILD POM .. . . 1j,", �
<br />. ,It�* - LOADS ON DOM RffW SMON ACC, TO BOILIER DRAMM IN CASE ANY DIMENSION IS NOT AVALIABLE. A NEXT LARGER DIMENRON . I . . � t�,.:.
<br />I , .� & PMT. TOP MAT - SPRAY APMU70 OF PMYMK QM MODIFIED EpDXy -
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<br />I. I . �. TOTAL NEIGIff OF OMER M405M be KROUM SMXMK ENGINE]ER AND RUWMffATIVE AND ON IIHE "WACTORS HIGH BUILD TOP COAT M A DRY FILM THICKNESS OF 5 MM j k ��,!, "', I �,
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<br />,: '. - WMAMS IN CAN UILL Oix'TAPM W01611IONS BE ME11066 OF DFIFEIIE01 TWOESSES AM . . - �
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<br />: .,�111:11,:,. 't , 4LOW1111110-AMOM00 RATE NVANO IN FLAIIIE WrYKJAPERS SIAM K FORM BY GINNIDING, A MINIMIN Ift t&7RA=W 1ESTINC OF MATERIAL ACINNST LAM" - GENEIK XQUI11101ENTS - WIM70S. - N' "',
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<br />111 �. . . L Iffk" An. COMMUNICATION AIREAS L- 100 PO ALL WWACES AM EDGES SMALL BE OFEM SO THAT IHE NECESSARY CWMOSM . 0, OR BL".:. Va# . �
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<br />.:I. �, _� . ?. * -- - - t 1,7 lwl� . . PILL MWACE PN�Allik!1100144 PAINTING SHAM IE CAM OUT IN ACCORDANCE . - � ...
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<br />70 TACK WELDW. `_.'�' -.- ; , .-,2', -.i -.� -. ... * .. � INE 1MI) MNU70 AND EXAMINATION SHALL BE DOMMElInED IN AWMANCE IM iIE IWOUGHLY PIROTEM AMM D" PYR I 8 *,�Ek , I
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