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8) �"" INDICATES #4 HAIRPIN
9)
STAIRS SHALL BE 6" CONCRETE W/ #5 0 6" o.c. LONGIT.
AND #4 0 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
INDICATES #5 TOP BARS
6" CONCRETE W/ #5 0 6" o.c. EACH WAY (U.N.O.).
INDICATES #5 TOP BARS 0 12 "o.c. (6' LONG W/ 10" HOOK)
10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
T ®2
"o.
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.).
INDICATES #5 TOP BARS 12 c, (10' LONG)
11)
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
�=-3 INDICATES #5 TOP BARS @ 12 "o.c. (12' LONG W/ 10" HOOK)
ADJACENT TO WALL OPENINGS, POUR SOLID W/ (2) #6
VERT, BARS (TYP.).
T =4 INDICATES (2) #4 DIAGONAL TOP & BOTTOM. (5' LONG)
T -5 INDICATES #5 TOP BARS 0 12 "o.c. (14' LONG W/ 10" HOOK)
12) CW— INDICATES 8" CIP CONCRETE WALL
"c
W / #5 010 /c E.W. E.F.
INDICATES #5 TOP BARS
13) CW— INDICATES 8" CIP CONC. WALL W / #5 010' °c /c E.W.
— — — INDICATES #5 BOTTOM BARS
E.F. ALL PLANTER WALLS ARE CW -3 TYP. U.N.O.
A DENOTES #5 0 12" TOP & BOTTOM
14)
DRILL & EPDXY REBAR 5" INTO CONCRETE.
SR —# INDICATES STUD RAIL SHEAR REINFORCING.
15)
ALL PARAPET WALLS ARE MW -4 TYPICAL U.N.O.
SEE TYPICAL DETAIL ON SHEET 54.01
GENERAL CONTRACTOR NOTE
r+r NOT SCALE DRAWINGS
COORDINATE DIMENSIONS BETWEEN
NOTIFY ARCHITECTURAL DRAWINGS -
ENGINEER AND ARCHITECT OF DISCREPANCIES
BEFORE -• i WORK.
NOTE
MASONRY • BE COMPLETED
FLOOR THE ABOVE HAS BEEN POURED, CABLES
TENSIONED r . y• O•
INTERIOR MASONRY WALLS ARE TO •"
ABOVE. BELOW CONCRETE SLAB
NOTE:
A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18,12.4)
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U-
6 CIP CONCRETE STAIRS
W/ #5 0 12 "0. c. E.W.
BOTT. TYP.
N
Y
n
N
N
Structural Drawing Updated 11 -21 -13
Based on Architectural Backgrounds Dated 10 -28 -13
PERMIT
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BUILDING DEPY
,+
South Miami, FL
SET DISTRIBUTIONS:
o SHEET REVISIONS:
�DITED BY: yp
ROJECT NO. 11-2795