06-01R-005l f
GENERAL CONDITIONS:
THESE DRAWINGS ARE NOT TO BE SCALED; USE DIMENSIONS AND INFORMATION SHOWN.
REINFORCING IN SLABS ON FILL SHALL BE AS NOTED IN PLANS, AND
PLACED IN ACCORDANCE WITH "REINFORCING STEEL" AND "WELDED WIRE
FABRIC" SECTIONS OF THESE GENERAL NOTES.
PROVIDE 6 MIL 'VISQUEEN` VAPOR BARRIER UNDER ALL SLABS (UNLESS
OTHERWISE NOTED ON PLANS).
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WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT
THE FOLLOWING LOADS:
GRAVITY LOADING CASE:
TOP CHORD LOADING:
LIVE LOAD= 30 PSF
DEAD LOAD= 15 PSF
BOTTOM CHORD LOADING.
DEAD LOAD= 10 PSF UNIFORM + 200# APPLIED ON ANY SINGLE PANEL
POINT
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DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING SHALL COMPLY WITH
THE A.C.I. 318 BUILDING CODE (LATEST EDITION) AND BE ENTIRELY THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR,
SHORING DRAWINGS TO BE PROVIDED BY GENERAL CONTRACTOR AND SHALL
BE
THE STATE OF DEPT. BEFORE S O i CONCRETE Y. / ii 7
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WELDING
ALL WELDING TO BE DONE BY CERTIFIED WELDERS. WELDING SHALL BE
MADE WITH E70XX ELECTRODES AND CONFORM TO THE CURRENT RECOMMEN-
DATIONS OF THE A.I.S.C. AND THE AMERICAN WELDING SOCIETY.
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