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P to 3' -IV
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2 -169 X 4 X 1/2 *w 10" w IN 112' R
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2.
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0, to 12'
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10' to 12'
16' to 11' -61
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02 STEEL COLUMN SCHEDULE
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02 STEEL COLUMN SCHEDULE
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TOP OF COLUMN
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BALANCE OF COLUMNS BY
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PRE- ENCINEERED BUILDING SISTEMS
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ELEVATION 100'-0 -
OR
ELEV.
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BOTTOM ELCVATION
OF BASE PLAX
COLUMN SIZE
YI8x24
BASEPLATE SIZE
1' -0• z 6.25 x 3/4'
BASEPLAIE DETAIL
52.0102 - 'A•
ANCHOR BOLTS
2-3/,62' -6-
REMARKS
NOTES:
1, CONCRETE STRENc1H F'c - 4000 PSI (UKESS OTFIERMSC NOTED.)
2. ANCHOR BOLTS ARE TO BE FURW_WO BT THE SIRUCURAL STEEL FABiICArOR
AND INSTALLED BY 1HC FOUNDATION CONTRACTOR.
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