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8) `� INDICATES #4 HAIRPIN
9)
STAIRS SHALL BE 6" CONCRETE W/ #5 0 6" o.c. LONGIT.
AND #4 Cat 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.c.
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.).
INDICATES #5 TOP BARS C 12 (10" LONG}
11)
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
(--T -3 INDICATES #5 TOP BARS 0 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 @10 /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.
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
I
04
i
M
I ' C -7
I __ —_ ® C. B_
i Fe =756K ®= CONEAM —
Im
J
f
CO 4. 0 I
T 1 � I
r
a
� `
I
I
5 I
5__IT`R
IJ
N
7
8) `� INDICATES #4 HAIRPIN
9)
STAIRS SHALL BE 6" CONCRETE W/ #5 0 6" o.c. LONGIT.
AND #4 Cat 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.c.
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.).
INDICATES #5 TOP BARS C 12 (10" LONG}
11)
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
(--T -3 INDICATES #5 TOP BARS 0 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 @10 /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.
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
DO NOT SCALE DRAWINGS
COORDINATE DIMENSIONS i
ENGINEER ARCHITECTURAL # ARCHITECT �"
BEFORE "# WORK.
NOTE:
A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4)
• Drawing •rr •
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t
,FREDERIC.GiARRIE
'-'P .E. FLORIDA 1
r °AEG. &0791
.. r
PERMIT S'V T
11/20/13
ARCHITECTURE
INTERIOR DESIGN,
745 orienta avenue, suite 1121
altamonte springs, fl 32701
phone: 407.830.1400
fax. 407.830.4143
j AA0002731
www.forumarchitecture.com
2206 BENEFICIAL
COMMUNITIES
r Drive Sarasota,
da
i
South Miami, FL
4
w SET
r V rr 11'
SHEET REVISIONS:
III a r ` • ,. �
.+ ff .a:
i 11121/14 19 Fndn
! 12115114 20 9 Field
EDITED C
• . O
es From DeWaterirxl Issues _
tment To Mat Fndn Per GC