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NAILING SCHEDULE STRUCTURAL STEEL MASONRY NOTES ENE V' ..
JOIST OR RAFTERS TO SIDES OF STUD 1. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A- 1. ALL MASONRY WORK SHALL CONFORM TO THE 1986 d"� .f'f THE GENERAL. CONTRACTOR SHALL VERIFY ALL
•- EIGHT (8) INCH JOISTS OR LESS..........3-16d 36 SPECIFICATIONS AND TO THE A.I.S.C. EDITION OF THE UNIFORM BUILDING CODE. r DIMENSIONS AND SITE CONDITIONS BEFORE STARTING
CuK,� `Mwo�K' FOR EACH ADDITIONAL FOUR(4) INCHES
( SPECIFICATIONS FOR FABRICATION AND ERECTION. i' WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY
0n.4=1rjoq A"rEXT.aAC1--::0q IN DEPTH OF JOIST ......................1-16d 2. CONCRETE BLOCK SHALL BE OF SIZES SHOWN ON ,, DISCREPANCY BEFORE PROCEEDING WITH THE WORK.
JOIST OR RAFTERS AT ALL BEARINGS-- 2. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 FOR ARCHITECTURAL DRAWINGS AND/OR CALLED FOR IN
�':�I' TOE NAILS EACH SIDE....................2-lOd UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY SPECS. AND CONFORM TO A.S.T.M. (C-90) , GRADE 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES
CEILING JOISTS, LAPS OVER PARTITIONS, NOTED AS HIGH STRENGTH BOLTS WHICH SHALL "N" LIGHTWEIGHT OPEN END BLOCKS WITH MAXIMUM SHOWN ON DRAWINGS.
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