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STRI�GTURAL STE�L FRAr1S: ALL COLUrMB AND BHAMS 3HALL B� A3TM A-36
S'TEEL AND IUILL B8 PABRIGATED M STRtCT
�AGCORDANCE UIItN REG�J(RET1EN76 OF
'SPECIFIGATIOPI,°� POR TfIE D�31CsN, FAB. �4MD
ER�CTIO►J OF BTI�iJCTURAL 6TE�L �OR
SUtLDttJCs3'. A.t.S.G. LA1'E5T REVISION.
HOLTB: �OLTS TO BE NKsN STRENCsTH STEEL CONFORIKMCs 70 A3TM A-325.
ErHOP� AND FI�LD CE7NMEGTION&. ALL SE�101° CON�GTIONS A1F� TO BE
ILEI..D�p. SNOP ILEL.DS TO pE1I�LOP AT LEA3T TNE vALUE OF THE
ECIUIYALENT BOLTED GOI�CtiC7hl. 3/4' DOl.'TS SHALL � USED �OR ALL
GOI�I�GTiOhl3 EXC�PT A3 OTNERItNB� 3FdOURd ON DRAWRJGB. WF�ERE Gt�R
AND BBAM CC�iNECTtONS �RE NOT DErAILED, TF� COMJEGTIOMS SFi,4LL BE
87ANpARD, DESIGNED TO 8ATISFY THE MAXIMUM ALL.OUJABLE �ACTlahl FOR
TNE SEG'1'ION.
ALL FI�DL G01�8JECTIQN TO 8$ 90LTED. ALL FtELD BOLTMCs SHAI.L
COhPO}il"t TO AI.B�C. SPECiFIGATIONS AND TESTS FOR FIELD BOLTMC�.
1-IIGN STREN�sT1�F Si'��L BOLTS SHALL BE USED ON THfB !9'20JECT.
TI-118 GONTRACTOR SHALL PROYIDE ALL I�CE35AR1' HOl.ES FOR ALL OT+�ISR
rRAp�B AS ApYtB$p PRIOR TO MATERIALS TF�IROUC�si-I T1� SNOf'.
STEEL JOIStS: J0t8T8 f5I�4LL � LN SERIES LONC'sSP.4T� JOISTS
FABRICAT'ED OF AT LEAST 36�fA0 PS.I. DI,tT i�lOT EXCSEDMG 30�JmID PB.i,
YE(LG STREN['sT+�4 5T�E1... FABRtCATION 1�CTION SNALL. BE IN
ACCOF3�ANGE W1T1-I TI� LAl'�ST REGOM"'�NDAttONB OF TF� 8'f�EL JOIST
MSTITUTE. JOI:iT SIZMCa �ALL BE AS MDIGATED ON DRAIUMGS fiND
3tJB8TITt1TtON SNALL NOT BE ALLOUJED UJITHOLtT Af'PROYAL FI�OIH THP AIOCHtTEC7.
MEtAL DECIG METAL DECK SNALL � 13 P 20 AS MANUF,4GTUIQED BY
YULGR,�T OR EQl1AL. OBCK SHALL SE I V1' DEEP U11TH RIR3S AT 6' O.G.
FABR(CATION AhID ERECTION SHALL 19E IN ACCORDANGE U11TH
14ECCOM�ATIONS OF TI�E STEEL DECK INSTfTUT�. ALL DECK SHALL BE
SF10F PRIMED.
8� BOrli� BEAM � .ALL.
SE,4RIhk's U1ALL8
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No. 2850 i
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C E R�T I FJI E D
R E V i S i O N S
IAYE R PP I
FILE 725G_i�Ll
DRAWN BY {Z{�{
CHECKED BY RRI-t
DATE 08.03_98
COMM NO 5725
SHEET
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