11-482-0180
Cq
Cq
1-11
W
cu
0
;-4
0
11-4
cn
C
Cq
cc
IN
k
04
z
0--t
z
0
Z
z
TERMINATION FT.
ro
FOOTING SCHEDULE
MAW
SIZE
W x L x D
REINFORCEMENT
REMARKS
LONG.
TRANS,
UF-16
I6"XI2"
2 05
-
0.1
T5-1
VARIES
all
1211
CF-30
3'-0" x 3'-0" x 121,
4 05
4 05
EM5EF,> 12 BAR
CF-40
4'-0" x 4'-0" x 1211
5"5
5"5
T 4 5
CF-40510
4'-0" x 4'-0" x 24"
5 05
5 05
T45
NOTE -
1. CONTRACTOR TO PROVIDE 05 CORNER BARS LAPPED MIN. 30" EACH WAY,
FOR EACH BAR IN FOOTING.
NOTE :
ox DENOTES COLUMN START
0 DENOTES COLUMN END
BEAM SCHEDULE
TOP SIZE (INCHES) 13070 ft REINFORCING W TOP REINFORCING STIRRUPS
MARK ELEV. w 0 11,411 11511 11C11 "T" 11E" No. No. 4 SPACM REMARKS
BARS BARS BARS BARS BARS EACH END
"E" 5AR&J "C" BARS
\_ 11,411 5AR5
'IT" 5ARIE.
03 L L
T T
\1 " BARS 11,411 5AR5
1�2"All BARS MID BARS_
L1
Uj
L2
Y. SOSA
ICI
L3
DATE:
L 4
CITY OF
Ul
0.1
T5-1
VARIES
all
1211
2 05
Z
BUILIV
2 $5
EM5EF,> 12 BAR
STIRRUPS
•3
4102"
TB -2
131-all
all
4211
2 05
•
2 05
ro. TOP AND BOTTOM REINFORCEMENT SHALL BE CONTINUOUS FOR ALL TIE BEAMS.
LO
03
4012l'
T5-3
III-oil
all
2411
2 05
2 05
3. STIRRUPS TO BE CLOSED TYPE WITH 1350 HOOK.
ADDITIONAL BOTTOM REINFORCEMENT OVER THE SUPPORTS EQUAL TO AT LEAST 2551- OF
03
4e12l'
THE LARGER TOTAL BOTTOM REINFORCEMENT AREA CALLED OUT FOR THE MID SPAN OF
131-ali
all
4211
2 01
2 01
LESS THAN TWO 5AR5, SHALL BE CONTINUOUS OVER ALL SUPPORTS. TH15 ADDITIONAL
03
61211
REINFORCEMENT 15 TO BE SPLICED WITH A TENSION "CLASS A" SPLICE BEGINNING AT THE
5-2
11-101,
all
1211
2%
2 •6
03
651t
"E" 5AR&J "C" BARS
\_ 11,411 5AR5
'IT" 5ARIE.
03 L L
T T
\1 " BARS 11,411 5AR5
1�2"All BARS MID BARS_
L1
Uj
L2
Y. SOSA
ICI
L3
DATE:
L 4
CITY OF
Ul
0.1
41.
_T
Z
BUILIV
MIAA41
EM5EF,> 12 BAR
STIRRUPS
LO
•
W LL
'STRUC-rut,
NOTE :
•
1. 1" 16 THE LONGER OF ADJACENT SPAN.
ro. TOP AND BOTTOM REINFORCEMENT SHALL BE CONTINUOUS FOR ALL TIE BEAMS.
LO
0
2
2. a" WIDE BEAMS TAKE A MAXIMUM OF 2 5ARS, PER LAYER
I. AS PER ACI 318 -02, SECTION 1.13.2.2 IN EXTERIOR PERIMETER BEAMS PROVIDE
3. STIRRUPS TO BE CLOSED TYPE WITH 1350 HOOK.
ADDITIONAL BOTTOM REINFORCEMENT OVER THE SUPPORTS EQUAL TO AT LEAST 2551- OF
THE LARGER TOTAL BOTTOM REINFORCEMENT AREA CALLED OUT FOR THE MID SPAN OF
4. MID BARS TO BE 05 @12" ER WHENEVER BEAM DEPTH
ADJACENT BEAMS, AND IN ADDITION, AT LEAST 20% OF THE TOP REINFORCEMENT, BUT NO
15 LARGER THAN 2'-0 If .
LESS THAN TWO 5AR5, SHALL BE CONTINUOUS OVER ALL SUPPORTS. TH15 ADDITIONAL
5. CONTRACTOR TO PROVIDE 2 #5 CORNER BARS LAPPED
REINFORCEMENT 15 TO BE SPLICED WITH A TENSION "CLASS A" SPLICE BEGINNING AT THE
MIN. 30" EACH WAY.
FACE OF THE SUPPORT.
ti
�— 50 M 5AR5
NOTE - QUANTITY OF I'M[[)" 5AR5 VARIE5 W1 5EAM5 DEPTH.
5EE 5EAM5 5EE NOTE-4 ON 5AR PLGING DIAGRAM
A Al
94-M
L L C
a r c h it e c t u r
p I a n n i n
i n
AA 26000771
1B 26000638
250 catalonia, suite 403
coral gables, florida 33134
telephone 305 .567. 1977
facsimile 305. 567. 1125
REVISIONS:
A,
Uj
DRAWN BY:
Y. SOSA
ICI
PAM
DATE:
z
L11 Cr)
Ul
0.1
Z
LJJ
F-
LO
•
W LL
•
LO
0
2
REVISIONS:
A,
SHEET NUMBER
Sol
DRAWN BY:
Y. SOSA
ICI
PAM
DATE:
03-2&11
PROJECT NO.:
SHEET NUMBER
Sol