08-40-182MARK I FLEV
(3-2 0'-011
B-3 T.O.S.
B-4 T.O.S.
B-5 T.O.S.
1 B-1 + 10'0
"
1 B-2 + 10'-0"
1 B-3 + 10'-0"
1 B-4 + 10'-0"
1 B-5 + 10'-0"
1 B-7 T.O.S.
1 B-8 T.O.S.
1 B-9 T.O.S.
213-1 +20'-0"
2B-2 T.O.S.
213-3 T.O.S.
28-4 T.O.S.
213-5 T.O.S.
213-6 T.O.S.
26-7 T.O.S.
2B-8 T.O.S.
28-9 +20'-0"
28-10 T.O.S.
2B-11 T.O.S.
213-12 T.O.S.
28-13 T.O.S.
213-14 T.O.S.
213-15 + 23-6"
28-16 T.O.S.
38-1
+301-01,
313-2
+ 30'-0"
313-3
+301-011
313-4
+30,-0"
313-7
+ 30'-0"
313-8
+ 30'-0"
413-1
+431-011
RB -1
+ 60'-0"
RB -2
+601-011
RB -3
+ 60'-0"
RB -4
+ 60'-0"
RB -5
+ 56-0"
RB -6
+601-011
RB -7
+ 56'-0"
RB -7
;ANT.
+ 561-011
RB -8
+ 56-0"
TB
VARIES
TB -1
VARIES
TB -2
+10,-u
TB -3
2
BEAM SCHEDULE
SIZE BOTT. TOP CONT. "C" BARS "E" BARS STIRRUPS
B x D
No.
I SIZE No.
SIZE
No.
SIZE No.
SIZE SIZE
SPACING EACH END
8" X 24"
2
#6
2
#6
24"x72"
3
#7
24N 16"
6
#8 6
#8
#7
3
#3
@ 4" O.C, TYPE 2
8"x24"
2
#8 2
#5
8"x58"
2
#3
@ 8" O.C.
24"X34"
6
#8 6
#8
4
#7
#3
@ 4" O.C. TYPE 2
8"x221/2"
2
#8 2
#8
3
#6
#3
@ 4" O.C.
8"x24"
2
+7 2
#5
#6
8"x24"
#3
@ loll O.C.
8"x24" 2
+8
2
#5
#5
2
#5
8"x20"
#3
@ 8" O.C.
8"x24" 2
#7
2
#7
#6
2
#6
8"x24"
#3
@ 10" O.C.
8"x24" 2
#7
2
#7
a
• 4
•
#3
@ 10" O.C.
8"x24" 2
#7
2
#7
#3
@ 10" O.C.
,
A . LAP
#3
12"x24" 2
#8
2
+7
1
#6
#3
@ 10" O.C. THRU
12"x24" 2
#7
2
#7
A
fA
#3
@ 10" O.C. THRU
12"x24" 2
#8
2
#7
MIN.
•
.
+3
@ 10" O.C. THRU
8"x24" 2
#8
2
#8
SCHEDULED.
LAYER UNLESS OTHERWISE
@ 8" O.C.
8N24" 2
#8
2
#8
NOTED.
FROM FACE OF SUPPORT.
#3
@ 8" O.C.
8"x24" 2
#8
2
#8
L3
#3
@ 8" O.C.
8"x24" 2
#8
2
+8
#3
@ 8" O.C.
8"x24" 2
#8
2
#8
#3
@ 8" O.G.
8"x24" 2
#8
2
#8
+3
@ 8" O.C.
8"x24" 2
#8
2
#8
#3
@ 8" O.C.
8"x24" 2
#8
2
#8
#3
@ 8" O.C.
8"x24" 2
#8
2
#8
#3
@ 8" O.C.
8"x24" 2
#8
2
#8
#3
@ 8" O.C.
8"x24" 2
#8
2
#8
#3
@ 8" O.C.
81N24" 2
#8
2
#8
#3
@ 8" O.C.
8"x24" 2
#8
2
#8
#3
@ 81, O.C.
8"x24" 2
#8
2
#8
#3
@ 8" O.C.
8N46" 2
#8
2
#8
#3
@ B" O.C.
8" X 16"
2
#7
2
#5
#3
@ 6" O.C.
12"X24"
3
#8
3
#8
#3
16 @ 5" BAL 10"
12" X 24"
3
#8
3
#8
#3
16 @ 5" BAL 10"
12" X 24"
3
#8
3
#8
#3
16 @ 5" BAL 10"
16 @ 5" BAL 10"
12" X 24"
3
#8
3
#8
8" X 24"
2
#6
2
#6
8" X 24"
2
#6
2
#6
24"x72"
3
#7
5
#9
24"x72"
3
#7
3
#9
8"x72"
2
#6
2
#8
8"x58"
2
#7
2
#7
16"x32"
4
#7
4
#7
16"x54"
2
#7
4
#8
24"x32"
3
#6
3
#6
24"x32°
3
#6
3
#6
8"x24"
2
#6
2
#6
8"x12"
2
#5
2
#5
8"x20"
2
#5
2
#5
12"x24"
2
#6
2
#6
8"x24"
2
+6
2
#6
INTERMEDIATE BEAM REINF.
BEAM DEPTH
BEAMS 8" WIDE
#3
16@5"BAL 10"
OVER 18"
UP TO 24"
NONE
#3
@ a" O.C.
NONE
25" TO 36"
37" TO 54"
55" & OVER
2 #3 EA. FACE
2 #4 EA. FACE
#4 @20" EA. FACE
#3
@ 8" O.C.
2 #6 EA. FACE
3 #6 EA- FACE
#6 @14" EA. FACE
Z
#4
16 @ 5" BAL 10"
Q Z
#3
@ 8" O.C.
W
T.O. BEAM
(SEE PLAN)
a .
#3
@ 8" O.C.
W
Q
CONC. BEAM
#3
@ 8" O.C.
(SEE PLAN &
LO
3 LL
#3
@ 6" O.C.
& REINF.)
ut
#4
16 @ 5" BAL 10"
#3
@ 10" O.C.
#4
@ 3" O.C.
4
#3
@ 8" O.C.
v 36 DIA'
#3
@ 12" O.C.
#3
@ 12" O.C.
#3
@ 6" O.C.
4A.q
CcD12"DC-
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"
37" TO 54"
55" & OVER
2 #3 EA. FACE
2 #4 EA. FACE
#4 @20" EA. FACE
2 #4 EA. FACE
2 #5 EA. FACE
#5 @18" EA. FACE
2 #5 EA. FACE
3 #5 EA. FACE
#5 @14" EA. FACE
2 #6 EA. FACE
3 #6 EA- FACE
#6 @14" EA. FACE
'NI
CONC. BEAM -
BEAM TOP STEEL
REMARKS
TYPE II
TYPE II
Tr. r, nY rnr ni ,"
CONIC. SLAB
(SEE PLAN)
ADD 2 #6 EA. VERT. FACE
TYPICAL SOFFIT BEAM TO COLUMN DETAIL
SCALE: 3/4"= V-0"
P. C. J. (SEE PLAN)
PRECAST SOFFIT
TYP. JOIST NON-BEARING DETAIL
N. T. S.
TB
TYP. CONIC, JOIST NON-BEARING DETAIL
N. T. S.
EL, -8'-6"
F,0, BASEMENT SLAB
T1TE I TYPE II TYPE III
E ]_f FL-]] ILI
TYPE IV TYPE V TYPE VI TYPE VII
STIRRUP TYPES
z
�_
'3n w
P. C. J.(SEE PLAN)
VARIES (SEE PLAN)
V.G:J L
S" CONC. BLOCK
0.30 L
WALL
TOP REINF. ST'L
w
0.30 L
mUu
"E" BARS U
.LL
(SEE PLAN FOR
Z
�
SIZE & SPACING)
Q Z
4j4
W
T.O. BEAM
(SEE PLAN)
a .
4
wM
W
Q
CONC. BEAM
:2i A
(SEE PLAN &
LO
3 LL
SCH'L FOR SIZE
03=
& REINF.)
ut
4" MIN.
♦ ,
BRG.
4
TYP. CONC. JOIST END BEARING DETAIL
PROVIDE 24 BAR DIA. MIN.
OR TERMINATE ENDS IN
STANDARD 90 HOOK OR SEMI-
CIRCULAR HOOK.
2" CL. ---i
INTERMEDIATE
BEAM REINFORCING
(SEE SCHEDULE)
TYPICAL SOFFIT BEAM TO COL. END CONDIT10k
SCALE: 3/4 V-0"
"C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO
ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS
SCHEDULED SHALL BE USED.
TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE
1/3 OF SPANS WHERE REQUIRED.
NOTES: 1. "L" INDICATES THE LARGER OF ADJACENT SPANS, 5. WHEN NECESSARY, LAP BOTTOM BARS OVER
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS SUPPORTS AND TOP BARS AT MIDSPAN AS SHOWN
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL 6. TOP BARS SHALL BE CONTINUOUS. IF REQUIRED,
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. SPLICE WITH 36 BAR DIAMETER SPLICE AT INTERIOR
3, PLACE MAXIMUM OF 2 BARS PER LAYER ON 8" -WIDE BEAMS. SPANS OTHER THAN FIRST AND LAST. LOCATE SPLICE
AT MIDSPAN.
4. ALL BEAMS ARE CAST -IN-PLACE BEAMS,
UNLESS OTHERWISE NOTED IN SCHEDULE
TYPICAL BEAM REINF. PLACING DIAGRAM
N.T.S.
1 1/2" x 3 1/2" #5 @ 12" x 6'-0' TOP STEEL
KEY DOWELS
• 4 a • . •
• . .'A 44
a
a 4
4 , • , - • •a
4
, 4 • • a a 4
•
NP. MAT FOUNDATIO
SCALE: 3/4"= V-0"
� BOTTOM STEEL
N COLD JOINT DET.
7. BOTTOM REINFORCEMENT SHALL BE
TERMINATED WITH ACI STANDARD HOOK
FOR ALL PERIMETER BEAMS.
on"
TYP. WALL CORNER DETAIL
N.T.S.
GREATER OF ---i F— GREATER OF
L1/3 0.3/L1 OR 0.3/L2� 0.3/L2 pR 0.3/L3 L4 ORL3/3
13/4" CLEARlo
TYP. 3'-6" MIN. 3-6" MIN. 3'-6" MIN. 00 3'-6" MIN. 3'-6" MIN. WHICHEVER IS
INTERMEDIATE GREATER
BEAM REINFORCING "E" BARS "C" BARS d "C" BARS
(SEE SCHEDULE) 0 3'-6" MIN.
11 X
0 f
7 F 7
, U[N/7— 7/7 -7/7
//IV
SOFFIT 1' 2" STIRRUP STIRRUP 2"
"F" BARS "G" BARS EXT. STRANDS 2"
SPACING SPACING
CLOSED TIES 6" O.C. MAX. 1"DEEP KEY
6" O.C. MAX.
P/C SOFFIT BEAM "G" BARS
BY MAN UF.
L1 L2 L3
10
CONC. COLUMN CONC. COLUMN CONC. COLUMN
TYPICAL SOFFIT BEAM BAR PLACING_ DIAGRAM
NOTES: SCALE: N. T. S.
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
r "D" BARS
"G" BARS
L4 (CANTILEVER)
- CONC. COLUMN
13/4" CLEAR
TYP.
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0.30 L
N N
0.30 L 0.30 L
w
0.30 L
mUu
"E" BARS U
.LL
Z
�
j
Q Z
4j4
W
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♦ ,
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Q
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LOr
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J
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LO
3 LL
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03=
•
ut
♦ ,
4
v 36 DIA'
(
' r
• •
• r . •
•
a
• 4
•
49
,
A . LAP
r •
• • I
.
A
fA
A [A
ar allMIN.
N MIN.
6" 4 E,
MI q. N MIN.
6"6 C
MIN.
•
.
STIRRUP SPACING AS
ALL REINF. STEEL IN SAME
SCHEDULED.
LAYER UNLESS OTHERWISE
FIRST STIRRUP SPACED
NOTED.
FROM FACE OF SUPPORT.
L1
ol L2
L3
NOTES: 1. "L" INDICATES THE LARGER OF ADJACENT SPANS, 5. WHEN NECESSARY, LAP BOTTOM BARS OVER
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS SUPPORTS AND TOP BARS AT MIDSPAN AS SHOWN
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL 6. TOP BARS SHALL BE CONTINUOUS. IF REQUIRED,
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. SPLICE WITH 36 BAR DIAMETER SPLICE AT INTERIOR
3, PLACE MAXIMUM OF 2 BARS PER LAYER ON 8" -WIDE BEAMS. SPANS OTHER THAN FIRST AND LAST. LOCATE SPLICE
AT MIDSPAN.
4. ALL BEAMS ARE CAST -IN-PLACE BEAMS,
UNLESS OTHERWISE NOTED IN SCHEDULE
TYPICAL BEAM REINF. PLACING DIAGRAM
N.T.S.
1 1/2" x 3 1/2" #5 @ 12" x 6'-0' TOP STEEL
KEY DOWELS
• 4 a • . •
• . .'A 44
a
a 4
4 , • , - • •a
4
, 4 • • a a 4
•
NP. MAT FOUNDATIO
SCALE: 3/4"= V-0"
� BOTTOM STEEL
N COLD JOINT DET.
7. BOTTOM REINFORCEMENT SHALL BE
TERMINATED WITH ACI STANDARD HOOK
FOR ALL PERIMETER BEAMS.
on"
TYP. WALL CORNER DETAIL
N.T.S.
GREATER OF ---i F— GREATER OF
L1/3 0.3/L1 OR 0.3/L2� 0.3/L2 pR 0.3/L3 L4 ORL3/3
13/4" CLEARlo
TYP. 3'-6" MIN. 3-6" MIN. 3'-6" MIN. 00 3'-6" MIN. 3'-6" MIN. WHICHEVER IS
INTERMEDIATE GREATER
BEAM REINFORCING "E" BARS "C" BARS d "C" BARS
(SEE SCHEDULE) 0 3'-6" MIN.
11 X
0 f
7 F 7
, U[N/7— 7/7 -7/7
//IV
SOFFIT 1' 2" STIRRUP STIRRUP 2"
"F" BARS "G" BARS EXT. STRANDS 2"
SPACING SPACING
CLOSED TIES 6" O.C. MAX. 1"DEEP KEY
6" O.C. MAX.
P/C SOFFIT BEAM "G" BARS
BY MAN UF.
L1 L2 L3
10
CONC. COLUMN CONC. COLUMN CONC. COLUMN
TYPICAL SOFFIT BEAM BAR PLACING_ DIAGRAM
NOTES: SCALE: N. T. S.
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
r "D" BARS
"G" BARS
L4 (CANTILEVER)
- CONC. COLUMN
13/4" CLEAR
TYP.
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4311 PONCE DE LEON ILVD.
CORAL GABLES, 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 6Y CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
6E TRANSMITTED TO ANY PARTY E%CFFT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO-
MA0605
DRAWN NY:
M.A.S.
CHECKED BY:
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
-3, CITY COMM. 04-22-08
SHEET TITLE
BEAM AND SOFFIT
SCHEDULES & DETAILS
SHEET: 0F:
S-303 20
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4311 PONCE DE LEON ILVD.
CORAL GABLES, 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 6Y CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
6E TRANSMITTED TO ANY PARTY E%CFFT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO-
MA0605
DRAWN NY:
M.A.S.
CHECKED BY:
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
-3, CITY COMM. 04-22-08
SHEET TITLE
BEAM AND SOFFIT
SCHEDULES & DETAILS
SHEET: 0F:
S-303 20
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