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m t. kEINFURCMG $TEFL. I. ALL WOkK SHALL MEET Rf:OUIREMENTS OF ICBO AND THE 1994 EDITION Of THE
g z z R' o. UNLESS CTHERWISE NOTED - ASTM A615 GRADE 60 DEFORMED BARS. UNIFORM BUILDING CODE INCLUDING LOCAL 8011,r1ING DEPARTMENT ADDENDA
j j N. SLAB-ON-GRAOF, COLUMN TIES, AND ALL #3 BARS - GKADF 40 OR STRONGER. CONSIDER THESE REOUIREMENTS AS PART OF THESE PLANS.
O ENSIONS AND CONDITIONS AT SITE. NOTIFY ARCHITECT OF DISCREPANCIES
u o 2. VERIFY OIM
w k, � 2. PARS SMALL III FREE OF LOUSE. FLAKY MIST, GREASE, LAITANf.C. OR OTHER AND RESD,vE BEFORE PROCEEDING WITH TiORK. O Q
p ci p H1TERIAL LIhFLY lU :L+PAIR BOND i0 CONCRETE. ^ C O
`� I� }, REFER UNCLEAR INFORMATION ON THESE DRAWINGS TO THE ARCHITECT FOR l� ,� cocu co
EDGE OF SLA 3 BEFORE PLACING CONCRETE OR GROUT, SECURE REINFORCING STEEL, D0'WELS, INTERPRETATION 9EFORE PROCEEDING WITH WORK
ANCHOR BOLTS, AND OTHER INSERTS IN POSIIoC I To PREVENT MOVEMENT. ' (D_ �- _ ___ <. DESIGN UI AND FURNISH SHORING. BRAK. ESE DRAWINGS
FENCES AND CANOPIES AS ,y to
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UP BARS 48 D:AME IEkS(2'-Lf MINIMUM) FOR #5 EF"S AND SMALLER O C v/W
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ISOLATION I I- FAST nC.AINST EARTH (UNFORMED) ) INCHES CONCEIT ANE STRUCTURAL CONFIGURATION. INFCRM.ATION RELA'(ED ON SHOP /1
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6 THPU M 11 BARS INCHES
_ I X5 BARS AND SMALLER 1-1/2 INCHES 7. NOTES AND;,PICAL DETAILS APPLT IN ADDITION TO ALL OTHER REQUIREMENTS. •r7 � .0
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I PECIAL IN PlL rl ON IS REQUIRED FOR HISH STFENSTH BOLTIF1r RFFEF' Tp 'F',Tl PN ENGINEERING INC �W LL..
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