00-0495-026 REVISIONS:
1-1/2"DIA SCHEDULLE 40, JUNE 12, 2000
GALVANIZED STEEL POST @
4'O,C.
1-1/2"DIA SCHEDULLE 40,
GALVANIZED STEEL BOTTOM
1"DIA GALVANIZED STEEL
PICKET TO REJECT 4" OBJECTS-
1-1/2"DIA SCHEDULLE 40,
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CALCULATIONS
LEFT LAUREL ELEVATION 1 F=0 2F=50P/LFx4F -* 2F-200P F=100P
t
SUPPLY ANCHOR WITH MORE THAT 100P
SUPPLY 1-3/8*3-1/2 SLEEVE ANCHOR + �
=405P OF TENSION ON CONCRETE
THE FOLLOWING LIFE SAFETY FEATURES 1 T W/R A M S E T/REDHEAD
S BE PRO�ATTIM 'OFOCCUPANCY; =290P OF TENSION ON HOLLW CORE �, •. «.• C�`'
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DATE �� 13Y JOB:
DETAIL 1 -- B g�-22
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STRUCTURAL
ELEVATIONS