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+2000
-1800
3
-7
NOTES:
1- SECOND FLOOR SLAB TO BE 7" THICK REINFORCED WITH #4 010" O.C.
EA WAY - BOTTOM.
ALL REINFORCEMENT SHOWN TO BE ADDITIONAL.
TOP STEEL
TC
v
-
2- TOP OF SECOND FLOOR SLAB TO BE AT ELEVATION + 11' -2 ". (TYP.)
(U.O.N.)
#4012" (T )TC3
EXCEPT WHERE
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TO BE #9 GAGE LADDER TYPE ® 16" O.C.
te
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6- * INDICATES SHEARHEAD SEE DETAIL 3/S -9
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WAY BOTTOM.
ALL REINFORCEMENT SHOWN TO BE ADDITIONAL.
SEE NOTE #7
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3
-7
NOTES:
1- SECOND FLOOR SLAB TO BE 7" THICK REINFORCED WITH #4 010" O.C.
EA WAY - BOTTOM.
ALL REINFORCEMENT SHOWN TO BE ADDITIONAL.
TOP STEEL
- - BOTT. STEEL
2- TOP OF SECOND FLOOR SLAB TO BE AT ELEVATION + 11' -2 ". (TYP.)
(U.O.N.)
3- ALL EXTERIOR MASONRY WALLS TO BE REINFORCED WITH #5 032" O.C.
EXCEPT WHERE
NOTED. PROVIDE 2 #5 ON EACH SIDE OF ALL OPENINGS. HORIZONTAL JOINT REINFORCEMENT
TO BE #9 GAGE LADDER TYPE ® 16" O.C.
te
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V =MAX. LL +DL) APPLIED REACTION
U =MAX. MAX. UPLIFT ��) APPLIED REACTION
SEE S -1 FOR SCHEDU.
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5- FOR CONC. BEAM SCHEDULE, SEE SHEET S -6
6- * INDICATES SHEARHEAD SEE DETAIL 3/S -9
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7- CONC. SLAB AT LOFT AREA TO BE 6" THICK W/ #4 0 12" O.C. EACH
WAY BOTTOM.
ALL REINFORCEMENT SHOWN TO BE ADDITIONAL.
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THIS DRAWING IS THE MPERTY OF
DAVID WEARNE JOHNSON NkARCHITECT
u1`133 OTHERWIH- FRONDED FOR
BY CONTRACT. THE
CONTENTS OF
-THIS DRAWING ARE CONFIDENTIAL
AND SHALL NOT BE'TRkNiSUITTED
10 ANY OTHER PAkTK 9:C-,PT AS
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REVISION
DATE
DATE
5 -16 -05
SHEET NO.
S -3