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6,. NORMAL C JRH FACE A7 P -DINT M AND 0. CLjRa FACF IS , + 125 rnrr. 05"
AT POINT N AND P_
7. 7HE 75 mm (3') .LES II THE 16 mm (5/6„) DIA AIRss SHALL
BEPARMLLryEL TQC+ -iHE TOP O S EWA K.
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S. 01MENSIONS SH�6VIN ,UH, `THIS PLA14 FGft METRIC AND ENGLISH UNIT ARIA= NOT
EXACTLY EGUAL VALUES. I'f W'TRIC UNITS .ARE USED, r4L.L, VALUES 4-StO FIR
CONSTRI, C iGN SHA_L BE METRUC VALUES. F ENGLISH UNITS ARE USED,
ALL VAvI vSED FcR CONSTRUCTiCN SHALL BE --Iti-GLISH. VALUES. I' UNEP. ER.,
I ASTM E15 REINFORCING STEEL MAY ®E URS'lT`U li^ FOR ASTM 515V STEEL
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2.CAH H E. A0JOSTED S C THAT THE SLOP OF THE RACK I S
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IREItiAt VABLE PO R Ti ON 'CF IRE kR ACX, USE. 300 SER FES S TA ONLEiSS
STEEL BOLTS AND INUTS, FAIR WINOWALL BOLTS FOR CAST= A,,
AND WHERE NE.AOWA" AND WINaWALL ARE EXIsrING, wtri
KWIX-SOOT OR EQU 4VALENT CAN 13E USED,
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