08-40-183BEAM SCHEDULE
MARK
ELEV.
SIZE
BOTT:
OVER 18"
TOP CONT.
"C" BARS
"E" BARS
STIRRUPS
REMARKS
B x D
No.
SIZE
No.
SIZE
No.
SIZE
No.
SIZE
SIZE
SPACING EACH END
B-1
T.O,S
8"x16"
2
#6
2
#5
� r
V V
Z
V VV
#3
@ 6" O.C.
G 1
1 B-1
+201-011
8"x24"
2
#7
2
#5
U7 Uj
LL
Q Z
#3
@ 10" O,C,
OU
1 B-2
+201-011
8"x24"
2
#8
2
#5
#3
@ 8" O.C.
1 B-3
+201-011
8"x24"
2
#7
2
#7
#3
@ 10" O C.
1 B-4
+201-011
8"x24"
2
#7
2
#7
#3
@ 10" O.C.
1 B 5
+201-011
8"x24"
2
#7
2
#7
#3
@ 10" O.C.
1 B-6
+ 20'-0"
8"x24"
2
#7
2
#7
#3
@ 10" O.C.
2B-1
81lx24"
2
#8
2
#8
#3
@ 8" O.C.
2B-2
8"x24"
2
#8
2
#8
#3
@ 8" O.C.
213-3
8"x24"
2
#8
2
#8
#3
@ 8" O.C.
28-4
8"x24"
2
#8
2
#8
#3
@ 8" O.C.
2B-5
8"x24"
2
#8
2
#8
#3
@ 8" O.C.
213-6
8"x24"
2
#8
2
#8
#3
@ 8" O.C.
213-7
8"x24"
2
#8
2
#8
#3
@ 8" O.C.
2B-8
8"x24"
2
#8
2
#8
#3
@ 8" O.C.
2B-9
8°x24"
2
#8
2
#8
#3
@ 8" O.C.
2B-10
8"x24"
2
#8
2
#8
#3
@ 8" O.C.
2B-11
8"x24"
2
#8
2
#$
#3
@ a" O.C.
2B-12
8"x24"
2
#8
2
#8
1
#3
@ 8" O.C.
213-13
81'x24"
2
#8
2
#8
#3
@ 8" O.C.
213-14
213-15
+ 23-6"
8"x24"
8"x46"
2
2
#8
#8
2
2
#8
#8
#3
#3
@ 8" O.C.
@ 8" O.C.
213-16
T,O.S.
8" X 16"#3
2
#7
2
#5
@ 6" O.C.
3B-1
+ 30'-0"
12" X 24"
3
#8
3
#8
#3
16 @ 5" BAL 10"
3B-2
+ 30' 0"
12" X 24"
3
#8
3
#8
#3
16 @ 5" BAL 10"
3B-3
+30'-0"
12" X 24"
3
#8
3
#8
#3
16 @ 5" BAL 10"
313-4
+ 30'-0"
12" X 24"
3
#8
3
#8
#3
16 @ 5" BAL 10"
5
+
#3
16@5"BAL 10"
+ 0
#3
16 @ 5" BAL 10"
313-7
+301-0"
12" X 24"
3
#8
3
#$
#3
16 @ 5" BAL 10"
3B-8
+301-011
8" X 24"
2
#6
2
#6
#3
@ 8" O.C.
413-1
+ 43-0"
8" X 24"
2
#6
2
#6
#3
@ 8" O.C.
RB -1
+601-0"
24"x72"
3
#7
5
#9
#4
16 @ 5" BAL 10"
TYPE II
RB -2
+ 60'-0"
24"x72"
3
#7
3
#9
#3
@ 8" O.C.
RB -3
+ 60'-0"
8"x72"
2
#6
2
#8
#3
@ 8" O.C.
RB -4
+ 60'-0"
6"x58"
2
#7
2
#7
#3
@ 8" O.C.
RB -5
+ 56'-0"
16"x32"
4
#7
4
#7
#3
@ 6" O.C.
RB -6
+ 60'-0"
16"x54"
2
#7
4
#8
#4
16 @ 5" BAL 10"
TYPE II
RB -7
+ 56'-0"
24"x32"
3
#6
3
#6
#3
@ 10" O.C-
RB-7
CANT.
+ 56'-0"
24"x32"
3
#6
3
#6
#4
@ 3" O.C.
RB -8
+ 56'-0"
8"x24"2
#6
2
#6
#3
@ 8" O.C.
TB
VARIES
8"x12"
2
#5
2
#5
#3
@ 12" O C.
TB -1
VARIES
8"x20"2
#5
2
#5
#3
@ 12" O.C.
TB -2
+ 10'-0"
1211x24"
2t#6
2
#3
@ 6" O.C.
ADD 2 #6 EA. VERT. FACE
TB -3
8"x24"
2
2
L#6
#3
@ 12" O.C.
INTERMEDIATE BEAM REINF:
BEAM DEPTH
BEAMS 8" WIDE
BEAMS 9" TO 14"
BEAMS 15" TO 18"
OVER 18"
UP TO 24"
NONE
NONE
NONE
NONE
25" TO 36"
2 #3 EA. FACE
2 #4 FA. FACE
2 #5 EA. FACE
2 #6 EA. FACE
37" TO 54"
2 #4 EA. FACE
2 #5 EA, FACE
3 #5 FA. FACE
3 #6 EA. FACE
55" & OVER
#4 @20" EA. FACE
1 #5 @18" EA. FACE
#5 @14" EA. FACE
#6 @14" EA. FACE
IE
TYPE I TYPE II TYPE III
n
TYPE IV TYPE V TYPE VI TYPE VII
STIRRUP TYPES
Tnm C7CC1 /CCC 01 AKR
CONC. SLAB
(SEE PLAN)
VARIES (SEE PLAN)
TOP REINF. STL
(SEE PLAN FOR
SIZE & SPACING)
P. C. J. (SEE PLAN)
PRECAST SOFFIT Z
= z
oa w
L N
4' MIN.
P. C. J.(SEE PLAN) BRIG.
TYP. JOIST NON-BEARING DETAIL
N. T. S.
TYP .
CONC. BEAM - BEAM TOP STEEL
N. T. S.
TR
NC. JOIST NON-BEARING DETAIL
TYPICAL SOFFIT BEAM TO COLUMN DETAIL
SCALE: 3/4'= V-0'
L1 /3
1 3/4" CLEAR
TYP. 3'-6" MIN,
70
N
INTERMEDIATE
BEAM REINFORCING
(SEE SCHEDULE)
EA
8" CONIC. BLOCK
WALL
T.O. BEAM
(SEE PLAN)
CONC. BEAM
(SEE PLAN &
SCH'L FOR SIZE
& REINF.)
TYP. CONC. JOIST END BEARING DETAIL
N. T. .
INTERMEDIATE
BEAM REINFORCING
(SEE SCHEDULE)
CONC. BEAM -
VVV VVV
L
V L V V V
t u u U
6
UCS• u'•u V
V
u
u
VVy YV V
6
V V V V
V
ch
(� W
V V
V
�WU
G
u V V• u V U "
U)Z
v u
U
uVV u
� r
V V
Z
V VV
....�
VVVV V VVCVU•
G 1
CONC. COL.
Q J
(SEE SCHEDULE)
TYPICAL SOFFIT BEAM TO COL. END CONDITIOf
SCALE: 3/4'= 1'-0"
"C' BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO f ,,
ADJACENT SPANS AT A COMMON SUPPORT, THE. LARGER BARS
PROVIDE 24 BAR DIA. MIN. SCHEDULED SHALL BE USED.
OR TERMINATE ENDS IN
STANDARD 90 HOOK OR SEMI- TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE
CIRCULAR HOOK. 1/3 OF SPANS WHERE REQUIRED.
2" CL 0,30 L 030 L 0.30 L 0.30 L
.
0.25 L v
lo
N
"E" BARS
a -q• " . d * . 36 DIA * Q X . . .
A . LAP . •
• -. • 4
V . •q
*A - •
• A MIN. U MIN, 6 n 6.j A. MI N MIN, 6.a 6' MIN.
6 Z�
A . STIRRUP SPACING AS . f A
ALL REINF, STEEL IN SAME SCHEDULED.
LAYER UNLESS OTHERWISE
NOTED.
FIRST STIRRUP SPACED
FROM FACE OF SUPPORT
L1 L2 L3
NOTES; 1. "L" INDICATES THE LARGER OF ADJACENT SPANS
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS 5, WHEN NECESSARY, LAP BOTTOM BARS OVER SUPPORTS AND TOP BARS AT MIDSPAN
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL AS SHOWN
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP, 6, TOP BARS SHALL BE CONTINUOUS, IF REQUIRED, SPLICE WITH 36 BAR DIAMETER SPLICE
3. PLACE MAXIMUM OF 2 BARS PER LAYER ON 8" -WIDE BEAMS. AT INTERIOR SPANS OTHER THAN FIRST AND LAST. LOCATE SPLICE AT MIDSPAN.
7. BOTTOM REINFORCEMENT SHALL BE TERMINATED WITH ACI STANDARD HOOK
4. ALL BEAMS ARE CAST -IN-PLACE BEAMS, UNLESS OTHERWISE NOTED IN SCHEDULE FOR ALL PERIMETER BEAMS
TYPICAL BEAM REINF. PLACING DIAGRAM
N.T.S.
GREATER OF � F_ GREATER OF
0.3/L1 OR 03/L2 w 0.3/L2 OR 0.3/L3 L4 OR L3/3
10_3'-6" MIN. 3'-6" MIN. U p &-6" MIN. 3'-6" MIN. WHICHEVER IS
GREATER
CV �
"C" BARS a "C" BARS 3'-6" MIN
1' �2" STIRRUP STIRRUP
"F" BARS U"G" BARS SPACING EXT. STRANDS 2" 1" DEEP KEYSPACING
G" BARS
6" O.C. MAX. 6" O.C. MAX.
CLOSED TIES � "
BY MANUF
SOFFIT P/C SOFFIT BEAM
L1 L2 L3
CONC. COLUMN CONC, COLUMN CONC. COLUMN
TYPICAL SOFFIT BEAM BAR PLACING DIAGRAM
SCALE: N. T. S.
NOTES:
1, PLACE A MINIMUM OF 2 BARS THROUGH CLOSED SHEAR REINF, 3. SPLICE "I" BARS AT SUPPORTS W/30 BAR DIAMETER LAP SPLICES.
2, SPLICE TOP BARS AT MID SPAN W/ 30 BAR DIAMETER LAP SPLICES, 4. PLACE "C" AND "G" BARS OVER RIGHT-HAND SUPPORT, UNLESS NOTED IN REMARKS.
CONT "I" BARS
"D" BARS
R
GI BARS
L4 (CANTILEVER)
- CONC. COLUMN
1 3/4" CLEAR
IJ
U UUUUu V V 6 v
u • t • #26000522
o r
V
J U u CD w
Y 17 U U lr
,aQ
r
F r
u u =
V •- U
4 V n w
iui V UC3 V �� L
w
r �
T N
= M
�/] M
o
� M
C
a
r r"
LL
� a
U
� m
o M
N
w
C r
r `
w c
� C
U o
t U
r z
LU
I
ARCHITECTURE INTERIOR'bESIGN PLANNING
SEAL
MARIO A, SUAREZ�
F.E, 25414
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAILES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT, THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AJTHORI7FD BY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
M.A.S.
CHECKED &Y;
ISSUE DATE.
DECEMBER 10, 2007
REVISIONS
SHEET TITLE
BEAM AND SOFFIT
SCHEDULES & DETAILS
SHEET: OF:
S-303 19
U
C
A
Ui A
o
LU
w
H [n
cn
C�
0
ch
(� W
°'L
t
Z
Z
U)Z
U
.tS W::'
� r
Z
LLI <
....�
W
VJ
Q J
��
Z)AO
U7 Uj
LL
Q Z
U
OU
w-5
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAILES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT, THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AJTHORI7FD BY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
M.A.S.
CHECKED &Y;
ISSUE DATE.
DECEMBER 10, 2007
REVISIONS
SHEET TITLE
BEAM AND SOFFIT
SCHEDULES & DETAILS
SHEET: OF:
S-303 19