05-141-0181
BEAM SCHEDULE
MARK
ELEV.
SIZE
BOTT.
TOP CONT.
"C11 BARS
"D" BARS "E" BARS
I BARS
EA. FACE
STIRRUPS
REMARKS
B x D
No.
S'zE ��
No.
SIZE
No.
SIZE
No.
SIZE
No.
SIZE
No.
SIZE
No.
5ZE ��
SPACING EACH END
RB -1
+20' -9"
1
16' x 13 11
2
#5
2
#5
W
,yut)
W
U
V V
•
#3
�
@ 12"
RB -2
+20' -9"
8" x 12"*
2
#6
2
#5
#3
L] I
@ 4 1/2"
* *COORD. W/ ARCH. DWGS.
RB -3
+20' -9"
8" x 12"
2
#7
2
#5
#3
LJ I
@ 4 1/2"
RB -4
+20' -9"
8" x 14"
2
#7
2
#6
#3
@ 5 1/2"
RB -5
+20' -9"
8" x 18"
2
#6
2
#5
#3
Ft
@ 7 1/2"
RB -6
*
8" x 10 "MIN
2
#5
2
#5
#3
@ 611
*COORDINATE W/ ARCH. DWGS.
** ARCH BEAM, SEE TYP, DETAIL
213-1
+11' -6"
16" x 18"
6
#8
4
#6
#3
@ 6"
2B -2
+11' -6"
8" x 40"
2
#7
2
#5
5
#4
#3
�I
@ 10"
2BA -3
+11' -6"
8" x 16 "min.
25
253
F1
@ 6 1 /2"
ARCH BEAM, SEE TYP. DETAIL
COORD. W/ ARCH. DWGS.
213 -4
+13' -0" *
8" x 30"
4
#7 **
2
#6
3
@ 12"
* UP TURNED BEAM
** 2 BARS IN SECOND LAYER
2B -5
+11' -5 1/4"
8" x 29 "*
2
#6 **
2
6
3
I
@ 8 1/2"
* ** SEE DETAIL "1" FOR BEAM SUPPORT,
BOTTOM BARS IN SECOND LAYER
2B -6
+13' -2"
8" x 36"
2
#7
2
#6
2
#5
5
#4
#3'
@ 12"
UP TURNED BEAM
28-7
+111-0 11
8" x 34"
2
J6
2
#5
2
#4
#3
17�1
@ 12,"
213-8
+11' -6"
8" x 16"
2
#8
2
#5
#3
@ 6 1/2"
2BA -9
+11'-0"
*
16" x 34".
3
#5
3
#5
5
#4*
#3
Ll
1
@ 10"
* ARCH BEAM, SEE TYP, DETAIL
COORD. W/ ARCH. DWGS.
213-10
+11'-0"
16" x 34"
46
46
5
#4
#3
[ }'
@ 10"
2B -11
+11' -6"
16" x 40"
5
#6
5
#6
5
#4
#3
@ 12"
213-12
+12' -2"
8" x 16 "*
2
#5
2
#53
C �I
@ 12"
* UP TURNED BEAM
28-13
+10' -6"
16" x 28"
4
#6
46
#3
��
@ 12"
213-14
+12' -0"
8" x 18"
2
#5
2
#5
#3
L I
@ 12"
2B -15
+12' -0"
8" x 12"
2
#6
25
#3
L
@ 4 112"
213-16
+111 -6"
16" x 40"
5
#6
2 -3
#5
3
j4
#3
F '
@ 12"
SEE SECTION 8 IN S -7
2B -17
+11' -6"
8 "X30 " /12 "*
2
#6
2
#6
2
#6
3
#4
#3
U1
@BAL. @12"
* AT CANTILIVER
2BA -18
+12'- 11
8" x 30 "*
min.
26
25
443
�'
@ 12"
*
T UP TURNED BEAM,ARCH BEAM,
SEE TYP. DETAIL, COORD. W/ ARCH. DWGS
2B-w19
+11' -6"
8" x 12"
2
#5
2
#5
3
r
@ 12"
213-20
+11' -6"
12" x 40"
4
#6
3
#6
2
#5
5
#43
1 �1
@ 12"
2BA -21
+8' -3 "*
E" x 28 "*
min.
25
25
#3
LJ
@ 12°
* ARCH BEAM, SEE TYP. DETAIL
COORD. W/ ARCH. DWGS.
2B -22
+10' -6"
8" x 28"
2
6
2
5
#3
L] I
@ 12"
2BA -23
+10' -6"
8' x 23 " *.
min.
25
2
#5
#3
[
@ 8
*ARCH BEAM, SEE TYP. DETAIL
COORD. W ARCH. DWGS.
2BA -24
+11' -5 1/4"
8" x 12 "*
min.
2
#6
2
#5
#3
[
@ 4 1/2
COORD. ARCH BEAM, ARCH. WGSETAIL
2BA -25
+12' -2"
8" x 12 "*
min
a
��
* UP TURNED AND ARCH BEAM,
SEE TYP. DETAIL COORD, W/ ARCH. DWGS
2B-26
+11' -5 1/4"
12" x 29"
3
#5
3
#63
�
�
@ 12°
* EXTEND TOP BARS 4' -0" INTO
CONCRETE SLAB
2B -27
+11' -6"
16" x 29"
46
453
F [
11
@ 12
28--28
+11' -6"
8" x 29"
2
#6
2
#6
#3
' @ 12"
2B -29
+11' -6"
8" x 16"
2
#7
2
#5
#3
__7
@ 6 112"
213-30
+11' -6"
8" x 12"
2
#6
253
@ 4 1/2"
26-31
+11' -6"
8" x 16"
2
#7
2
#5
#3
�'
@ 6 1/2"
2B -32
+11' -6"
16" x 14"
5
#7
4
#6
#3
��
@ 51,
213-33
NOT USED
2B -34
NOT USED
213--35
+11' -6"
8" x 12"
2
#5
2
#5
#3
�'
@ 4 1/2"
TB
SEE PLAN
8" x 12"
2
#5
2
#5
BEAM NOTES:
1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS WITH
30 -INCH LONG LEGS.
2. HOOK ALL TOP BARS AT ENDS.
J. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS
IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE
MINIMUM 36- INCHES.
4. DROP TB OVER OPENINGS AND ADD 2 #7 BOTTOM. WHEN TB DEPTH EXCEEDS 36" ADD #4 @ d/6 "I" BARS EACH FACE.
2 5 L- SHAPED
C RNER BARS WITH
30 -INCH LONG LEGS.
"`--L CONC. TB OR CONC. BEAM
PLAN VIEW DETAIL
AT CORNER BARS
SCALE 3/4" = 1' -0"
11
CLOSED@ TIES
2' -6" LEG, TYP.
TOP do BOTTOM
TB 12" MIN 2 #5 TOP do BOTTOM CONT.
EL, SEE PLAN
„ 10" HOOKS TOP AND BOTTOM
I2 #5
STD. HOOK
CONTINUOUS WALL 4 #3 @ 12"
REINFORCING CLOSED TIES
12" M
r EL. SEE PLAN
I
10" HOOKS TOP TB
AND BOTTOM 1777 1
I 8" CMU
WALL
TYPICAL DETAIL AT
L2 TOPI do BOTTOM CONT.
Elf
w
TIE BEAM ELEVATION CHANGE
SCALE: 3/4" = 1' -0" af
FOR VERT. REINF. SPACING M
9 GA. LADDER TYPE HOR. AND SIZE SEE PLAN
JOINT REINF. EVERY SECOND AND SCHEDULE
COURSE (16" O.C.) EXTEND I 8" LOAD BEARING
4" INTO TIE COLUMNS CMU WALL
II
4" CONC. SLAB ON WELL COMPACTED FILL
W/ 6 x 6 .- W1.4 x W1..4 W.W.F. (TYP. U. 0.
I� DOUBLE W.W.F.
5' -0
m
011) ( EL. TO MATC I
it TOP OF FIN. FLOOR, EXISTING
GRADE z r-'jc xX xx rx xx
_ —_ -
- III - III -I 11= � -
°° I -III 1 I VAPOR BARRIER -I I PEI I I -I I I -I I I -I I-
''
PROVIDE CLEANOUT III —I I COMPACTED FILL 1= 111 = 111 - 111 =111 =1
OPENING TO INSPECT
REINF. do GROUT FILL, I 15 CONT.
TYP. AT FIRST COURS
AT EVERY LEVEL TOP REINF. SEE PLAN IF APPLICABLE
J
(J
1 1/2"
CL.
FOOTING (SEE PLAN AND SCHED)
r ,`,
'` • 1 ;1 SCALE 3/411 = 1'_0"
3" C L L.
A
3" CIL
EE SOIL STATEMENT
BOTT. REINF. SEE SCHEDULE
TYPICAL WALL FOOTING DETAIL
N. T. S.
r "C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO
ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS
- PROVIDE 24 BAR DIA. MIN. SCHEDULED SHALL BE USED.
OR TERMINATE ENDS IN TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE
STANDARD 90 HOOK OR SEMI- 1/3 OF SPANS WHERE REQUIRED.
CIRCULAR HOOK. GREATER OF GREATER OF GREATER OF
1 4 L1
N 1/3 L1 OR 1/3 L 3 L1 OR 1/3 L IN. L3 OR 1 /3 L2
3'-6" MIN. 3' -6" MIN. 3' -6" MIN. 36 DIA LA 3' -6" M
r'E" BARS _T
EL. SEE PLAN
ROOF LEVEL
OR 2ND FLOOR
SEAM
REINF.
). TIE
IMN
ZONTAL JOINT.
F. EVERY OTHER
RSE, SEE GEN. NOTES
MU WALL
VE GRADE)
0
Q
_OSED TIES �]
EL. +0' -0"
V
VW G
)NC. SLAB ON
iVv
BADE
i V
V U
)RIZ. JOINT REINF.
G'i
V U V U
IERY COURSE,
C
�•�
=E GEN. NOTES
v v
i „
CMU WALL
LOW GRADE)
1" G
)WELS SAME SIZE
DOWELS SAME SIZE
JD NO. AS VERT. REINF.
do NO. AS VERT. BAR ;
HOOK
o
Elf
EL. SEE PLAN
GROUND FLOOR
x
x —X —x
TYP. CONC. TIE COL. -
WALL FOOTING DETAIL
CONCRETE TB
REINFORCEMENT
SEE ........
CMU I
BEARIP
WALL
4" CONC
SLAB —
CONT. BARS 6" 611
U
ALL REINF. STEEL IN SAME STIRRUP SPACING AS
LAYER UNLESS OTHERWISE SCHEDULED.
NOTED. PLACE A MAX. OF
2 BARS PER LAYER IN 2" FIRST STIRRUP SPACED
8" WIDE BEAMS FROM FACE OF SUPPORT.
L1 L2
"F" BARS "F" BARS
TYPICAL BEAM REINF. PLACING DIAGRAM
OOTING
DBL, WWF
1 #5
TYPICAL THICKENED
z
co
N z
u
z c�
F
VUi u � yV JtVi c.�`vV Grp
U V V U V 4 v W V
V W W U
U V
CONC. BEAM OR SLAB
DOUBLE TIES
CLOSED TIES 7-1
VERT, REINF.
I
VERT. REINF.
EL. SEE PLAN
SECOND FL. LEVEL
�CONC. BEAM OR SLAB
I
DOUBLE TIES
WELDED WIRE FABRIC
x— x--.Z— x— x— x— x
-1I I .III .III .I I 7 I �COMPAGTED
1 1/2" FILL
6 MIL VISQUEEN
FOOTING
(SEE SCHEDULE)
311 GL. I III IIII
T17 —1 I =1 I-
T UNDISTURBED NATURAL SOIL
STD. HOOK OR COMPACTED FILL
(SEE SOIL STATEMENT)
TYPICAL COLUMN - FOOTING DETAIL
EDGE DETAIL (TE) N.T.S.
SCALE: 3/4 " =1 '=O" SEALAJNOINT, W/
1/2"
CL. STEEL COL. (SEE SCHEDULE)
"D" BARS —�k CONC. STAB FILLED SOLID W/ CONC.
N. T. S.
EXTEND REINF.
WHEN TB DEPTH EXCEEDS 36" BOTH SIDES OF OPENING
ADD SKIN REINFORCEMENT
( #4 BARS @ d/6 EA. FALL)
TYP. TB DROP DETAIL AT OPENING
SCALE 314" = 11 -0'1
u, Z (REINF NOT OWN)
c)a3 /16"
1 1/2" I 1/2"
EL, SEE PLAN
OR BARRIER-/ 3 I I 3" WEEP HOLES
ENCASE COL. IN BASE PLATE (SEE SCHEDULE)
CONC. BELOW _ NON- SHRINK GROUT AS REQ'D
SLAB AS SHOWN
X 1' -4" LONG
— I 1 SEE SCHED FOR TOP BARS
SEE SOIL STATEMENT II IF APPLICABLE
J L 4- 3/4 "DIA. ANCH. BOLTS
NOTES:
1. "L" INDICATES THE LARGER OF ADJACENT SPANS.
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP.
3. "1" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM.
SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAM, LAP SPLICES
FTG., SEE PLAN AND
SCHEDULE
rn Ci �11 III 3" SEE SOIL
CL. COL do FTG. STATEMENT
TYP. STEEL COLUMN TO
FOOTING DETAIL
3/4" = 1' -0"
EL. SEE PLAN WALL FTC. 18" LEG, TYP.
_ _ a
..... w
3 #5 TOP 1i /, cn
ADD'L ?---- --- - -- �! - - ---- w
EL. SEE PLAN I 3 #5 VERT. f ASE BARS
_ -- ... - -- 4 - - - - -- j� 2 1
� 2
-- -- -- =- "• - --- '- -- - - :1;'V
BOTTOM BARS
-� 1 1 -1 I I I I I -1 11 1 -1
CD
=1 I I-1 I I -1 I I I I lEd
-� I I- III - III - III -III - I I
2'--6" 16 UNDISTURBED
LIMEROCK
TYPICAL STEPPED
FOOTING DETAIL
3/4" =1 1 -0"
IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO. 56755
2333 Brickell Ave_. J902 ,;!►
Miami, Florida 331; '41ER'c
Ph: (305) 1560 -97
F"ax:(305) 1560 - 36.0..'' \FIC,4r*
Bp: (305) 701- 5009c�,; .' F
E -MAIL: icalvoQc'artFAnkx it .�
M:
: y
5U5 SW 73 ST #'4 MIAMI. FLORIDA 33143
305 - 467 -0v1! TEL 306 - 669-5162 FAX
REVISIONS
r U
V
V
VW G
t.G
iVv
V
V V
i V
V U
V
G'i
V U V U
U
STD. HOOK
C
�•�
u
r��
v v
i „
1" G
y•!
V V V W l
`IL_J'
Q)
W
,yut)
W
U
V V
•
iV ii
V
G
�
m
CONC. BEAM OR SLAB
DOUBLE TIES
CLOSED TIES 7-1
VERT, REINF.
I
VERT. REINF.
EL. SEE PLAN
SECOND FL. LEVEL
�CONC. BEAM OR SLAB
I
DOUBLE TIES
WELDED WIRE FABRIC
x— x--.Z— x— x— x— x
-1I I .III .III .I I 7 I �COMPAGTED
1 1/2" FILL
6 MIL VISQUEEN
FOOTING
(SEE SCHEDULE)
311 GL. I III IIII
T17 —1 I =1 I-
T UNDISTURBED NATURAL SOIL
STD. HOOK OR COMPACTED FILL
(SEE SOIL STATEMENT)
TYPICAL COLUMN - FOOTING DETAIL
EDGE DETAIL (TE) N.T.S.
SCALE: 3/4 " =1 '=O" SEALAJNOINT, W/
1/2"
CL. STEEL COL. (SEE SCHEDULE)
"D" BARS —�k CONC. STAB FILLED SOLID W/ CONC.
N. T. S.
EXTEND REINF.
WHEN TB DEPTH EXCEEDS 36" BOTH SIDES OF OPENING
ADD SKIN REINFORCEMENT
( #4 BARS @ d/6 EA. FALL)
TYP. TB DROP DETAIL AT OPENING
SCALE 314" = 11 -0'1
u, Z (REINF NOT OWN)
c)a3 /16"
1 1/2" I 1/2"
EL, SEE PLAN
OR BARRIER-/ 3 I I 3" WEEP HOLES
ENCASE COL. IN BASE PLATE (SEE SCHEDULE)
CONC. BELOW _ NON- SHRINK GROUT AS REQ'D
SLAB AS SHOWN
X 1' -4" LONG
— I 1 SEE SCHED FOR TOP BARS
SEE SOIL STATEMENT II IF APPLICABLE
J L 4- 3/4 "DIA. ANCH. BOLTS
NOTES:
1. "L" INDICATES THE LARGER OF ADJACENT SPANS.
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP.
3. "1" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM.
SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAM, LAP SPLICES
FTG., SEE PLAN AND
SCHEDULE
rn Ci �11 III 3" SEE SOIL
CL. COL do FTG. STATEMENT
TYP. STEEL COLUMN TO
FOOTING DETAIL
3/4" = 1' -0"
EL. SEE PLAN WALL FTC. 18" LEG, TYP.
_ _ a
..... w
3 #5 TOP 1i /, cn
ADD'L ?---- --- - -- �! - - ---- w
EL. SEE PLAN I 3 #5 VERT. f ASE BARS
_ -- ... - -- 4 - - - - -- j� 2 1
� 2
-- -- -- =- "• - --- '- -- - - :1;'V
BOTTOM BARS
-� 1 1 -1 I I I I I -1 11 1 -1
CD
=1 I I-1 I I -1 I I I I lEd
-� I I- III - III - III -III - I I
2'--6" 16 UNDISTURBED
LIMEROCK
TYPICAL STEPPED
FOOTING DETAIL
3/4" =1 1 -0"
IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO. 56755
2333 Brickell Ave_. J902 ,;!►
Miami, Florida 331; '41ER'c
Ph: (305) 1560 -97
F"ax:(305) 1560 - 36.0..'' \FIC,4r*
Bp: (305) 701- 5009c�,; .' F
E -MAIL: icalvoQc'artFAnkx it .�
M:
: y
5U5 SW 73 ST #'4 MIAMI. FLORIDA 33143
305 - 467 -0v1! TEL 306 - 669-5162 FAX
REVISIONS
`IL_J'
Q)
�
m
:3
REAL
curr /WATERH
� -24 -04