13-491-017BEAM SCHEDULE
MARK
ELEV.
SIZE
BOTT.
TOP CONT.
"C" BARS
"D" BARS
"E" BARS
"I" BARS
EA. FACE
STIRRUPS
REMARKS
B x D
No.
SIZE
No.
SIZE
No.
SIZE
N0.
SIZE
NO.
SIZE
No.
SIZE
No.
u
SPACING EACH END
RB -1
+20' -0"
8" X 26"
2*
#7
2*
#6
@ 12"
BALI.2AT@4CORNERS
2B -3
+11' -0"
8" X 36"
4 **
#5
#3
t
@ 10"
*TOP & BOTTOM BARS CONT. ALL
THE BEAM.
RB -2
+20' -0"
8" X 26"
2
#6
2
#5
#3
@ 12"
@ 7"
2B -4
+11' -0"
8" X 36"
2
#6
#3
#5
@ 10"
RB -3
+20' -0"
8" X 12"
2
#5
2
#5
rLj
@ 12"
2B-5
+11' -0"
8" X 24"
2*
#6
#3
#5
® 4"
RB -4
+19' -0"
8" X 14"
2
#6
2
#6
'�
@ 7"
*BOTTOM BARS TO BE HOOKED
END.
28 -6
+12' -0 "*
12" X 24"
3
#6
#3
t
@ 6"
RB -5
+20' -4"
8" X 16"
2 1
#6 1
2
#5
@ 8"
*UPTURNED BEAM
2B -7
+12' -8 "*
8" X 28"
2
1
#3
#5
t
@ 6"
2B -1
+11' -0"
10" X 24"
2
#7
2
#6
Tj
8" X 12"
4 #5
#3 @ 8"
T2
8" X 16"
6 #5
#3
-b
@ 10"
TIE BEAM
26 -2
+10' -5"
8" X 27"
2
#6
2
#5
COL.
DETAIL
#3
@ 12"
BALI.2AT@4CORNERS
2B -3
+11' -0"
8" X 36"
4 **
#5
2
#5
#6
l c
8" X 27"
8 #5
#3 @ 8"
2
#3
#3
@ 12"
@ 7"
2B -4
+11' -0"
8" X 36"
2
#6
2
#5
#5
#3
rLj
@ 12"
2B-5
+11' -0"
8" X 24"
2*
#6
2
#5
#5
#3
'�
@ 7"
*BOTTOM BARS TO BE HOOKED
END.
28 -6
+12' -0 "*
12" X 24"
3
#6
3
#5
#5
#3
@ 8"
*UPTURNED BEAM
2B -7
+12' -8 "*
8" X 28"
2
#7
2
#5
#3
@ 10"
*UPTURNED BEAM
2B -8
+11' -0"
8" X 34"
2*
#6
2*
#6
#3
r[]
@ 12"
*ALL BARS CONT ALL THE BEAM
2B -9
+11' -0"
8" X 24"
2
#6
2
#5
#3
r[]
@ 10"
2B -10
+10' -0"
12" X 24"
3
#6
3
#6
#3
r6
CAD 9'
2B -11
+14' -0"
8" X 72"
4 **
#6
4 **
#6
5
#4
#3
@ 12"
** IN TWO LAYERS
2B -12
+11' -0"
8" X 16"
2
#6
2
#5
#3
® 6"
2B -13
#5
2
#5
2
#5
#3
@4" CANT
5" BALANCE
2B -14
+12' -0 "*
8" X 24"
2
#5
2
#5
#3
rt]
@8"
*UPTURNED BEAM
2B -15
+12' -0 "*
8" X 24"
2
#8
2
#5
2
#5
#3
'j
@ 8"
4 CANT
*UPTURNED BEAM
2B -16
+11' -0"
8" X 34"
4 **
#5
2
#5
#3
rf:]
@ 12"
** IN TWO LAYERS
2B -17
+11' -0"
8" X 18"
2
#6
2
#6
2
#5
#3
r[j
@ 6"
2B -18
+11' -0"
8" X 18"
2
#6
2
#6
2
#5
#3
t
® 6"
28 -19
+10' -0"
8" X 18"
2
#5
2
#5
#3
t
@ 7"
28 -20*
+11' -0"
8" X 40 "/30
4 **
#7
2
#5
5
#4
#3
'�
@ 11"
** I TTOM BARS
28 -21
+10' -0"
8' X 39 1/2'
2
#6
2
#5
5
#4
#3
`f]
@ 12 " *
OORDINATE W/ ARCH DWGS AND DOOR ANUF R R.
28 -22
+10' -0'
8" X 22"
2
#5
2
#5
#3
]
@ 9"
2B -23
+10' -0 "*
12" X24"
3
#5
3
#5
1
1
1
1
1
1
1 #3
1 rf]
@8"
* WITH TOP RAKED
TB
SEE PLAN
8" X 12"
2
#5
2
#5
Tj
8" X 12"
4 #5
#3 @ 8"
T2
8" X 16"
6 #5
#3
r[j
@12" 0 CORNERS
BAL. AT 48" O.C.
TIE BEAM
TB -1
SEE PLAN
12" X 12"
2
#5
2
#5
COL.
DETAIL
#3
BALI.2AT@4CORNERS
TIE BEAM
TB -2
SEE PLAN
8" X 18"
2
#6
2
#6
l c
8" X 27"
8 #5
#3 @ 8"
2
#5
#3
'f]
@ 7"
CC
SEE PLAN
8" X 8" MIN
1
#5
1
#5
CONCRETE CAP
CC -1
SEE PLAN
12" X 8" MIN
1
#5
1
#5
CONCRETE CAP
CC -RAKE
SEE PLAN
8" X 8" MIN
1
#5
1
#5
CONCRETE CAP RAKED
BEAM NOTES:
1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS WITH PROVIDE 24 BAR DIA. IN. 4 #3 0 12'
30 -INCH LONG LEGS. OR TERMINATE ENDS
2. HOOK ALL TOP BARS AT ENDS. STANDARD 90 HOOK R SEMI -
3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS 1 1/2" CIRCULAR HOOK. GREATER OF
IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE CLR. 1 4 L1 :V 1/3 L1 OR 1/3 L2
4. DROPMTB OVER OPENINGS AND ADD 2 #7 BOTTOM. WHEN TB DEPTH EXCEEDS 36" ADD #4 0 d/6 Y BARS EACH FACE. 5'-b": MIN. 7.. 3' -6" MIN.
r E ARS .,
COLUMN SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
VERTICAL OR
BASE PLATE (INCH)
TIES OR
CAP PLATE INCH
Tj
8" X 12"
4 #5
#3 @ 8"
T2
8" X 16"
6 #5
#3 @ 8"
3C
8" X 32"
10 #5
#3 8"
4C
8" X 20"
6 #5
#3 @ 8"
COL.
DETAIL
A
16" X 16"
10 #5
#3 @ 10"
8
8" X 36"
10 #5
#3 @ 8"
l c
8" X 27"
8 #5
#3 @ 8"
rk ) 11 #5 IN ONE GROUT FILLED CrLL SEE PLAN FOR SPAC$G.
2 #5 IN TWO GROUT FILLED CEL SEE PLAN FOR SPACING.
3 #5 IN THREE GROUT FILLED C LL SEE PLAN FOR SPACING.
F 4 #5 IN FOUR GROUT FILLED CE i SEE PLAN FOR SPACING.
1 #6 IN ONE GROUT - FILLED CELL SEE PLAN FOR SPACING.
2 #6 IN TWO GROUT FILLED CE SEE PLAN FOR SPACING.
3� 3 #6 IN THREE GROUT - FILLED CELL SEE PLAN FOR SPACING.
BARS # LAP SPLICE LENGTH
#5 3' -0"
#6 4' -6"
#7 5' -0"
COLUMN NOTES:
1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT,
SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP
MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS.
2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP.
3. #3 HAIRPINS AS REQUIRED
4. DOWELS LENGTH AT FOUNDATION SHOULD BE CALCULATED ONCE THE GRADE BEAM /
FOUNDATION DEPTH HAS BEEN DETERMINED BASED ON THE EXCAVATION / SITE CONDITIONS.
CONCRETE TB .
REINFORCEMENT
SEE SCHEDULE
c
CN WHEN TB DROP
OVER OPENING
f
CONC. EXTEND REINF. :
GRAF/LUZKO
RESIDE1 CF— µ
I W
N I 7601 SW 60 AVE MIAMI, FL 33133
KEYPLAN N.T.S.
8" I MIN I I
ADD 2 #7 BOTTOM
IF h > 48" ADD INSTEAD
2 #8 BOTTOM
CMU LOAD I
BEARING
WAL I OPENING IN WALL
I
DROP TB OVER OPENING - WHEN TB DEPTH EXCEEDS 36"
ADD SKIN REINFORCEMENT
( #4 BARS 0 d/6 EA. FALL)
TYP. TB DROP DETAIL Al
SCALE 3/4" = 1' -0
CLEAR COVER
SEE STRUCT I I
NOTES
FOR E STIRRUP/ TIES,
AN ,
D SADULE
c�
z z
W
cn
um
L CONCRETE TB OR
BOTH SIDES OF OPENING #' ► ►
v
o OR NUMBER OF BARS
PER LAYER SEE PLAN
AND SCHEDULE
BAR PLACEMENT DETAIL IN CONCRETE
MEMBERS IN TWO OR MORE LAYERS
STEEL COLUMN SCHEDULE
BASE PLATE TOP PLATE
MARK SIZE REM.
DIMENSION (INCH) CONNECTORS DIMENSION(INCH) CONNECTORS
ST TS 4 x 4 x 1/2 3/4" X 12" X 12" (4) 5/8"X6" LONG. NELSON WELDED X 7 5/8" X 10" '4) 5/8-X6-
TO STEOL PLATE
WELDED
1 STUDS TO STEEL PLATE
�T TS 4 X 4 X 1/4 1/2" X 7' X 7' SEE SECTION 11 IN S -7 1/2" X 4' X 12" SEE SECTION 6 IN S -8
STEEL COLUMN NOTES:
1. OPENINGS IN THE STEEL TOP AND
BOTTOM PLATES NOT ALLOWED.
'LO
LO
r
100 '
�t 1 1/2- � 1 1/
1 1/2w
° wz
cn c,
o
1 1/2- SEEE PLAOL & SCHEDULE
1 1/27 1/2'
PLAN ELEVATION
DETAIL TOP PLATE 7 5/8 "x10"
W /(3) WELDED STUDS
SCALE 3/4" = 1' -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.
GREATER OF 36 DIA P GREATER OF
3 L1 OR 1/3 L3 OR 1/3 L2
3' -6 MIN. 3'-6" MIN.
1 1/2"
"D" BARS -- I CLR
c" I 1 "CLR. MIN OR ONE w ' L CONT, 1 "CLR. MIN OR ONE BAR
DIAMETER WHICHEVE R •J "I" BARS 6" �6-. DIAMETER WHICHEVER
IS GREATER IF IN 0 YERS " IS GREATER IF IN TWO YERS.
ALL REINF. STEEL IN SAME STIRRUP SPACING AS
LAYER UNLESS OTHERWISE I F IT IT I SCHEDULED.
ri NOTED. PLACE A MAX. OF F RST STIRRUP SPACED
8" BARS E BEER LAYER IN L OM FACE OF SUPPORT. L2 L3
Ll "F" BARS NOTES: "F" BARS
TYPICAL BEAM R E I N F. PLACING DIAGRAM 2. WHERE INDICATES
BOTTO B BARS OF RARE INDICATED AS CONTINUOUS
N. T. S. 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
SA HAIR PINS
SAME SPACING AS
COLUMN SCHEDULE TIES
1 1 /2" CL R-.
TYPP.
.
6 BARS
COL. DETAIL
3 HAIR PINS
AME SPACING AS
UMN SCHEDULE TIES
14?" C
•
8
BARS
COL.
DETAIL
3 HAIR PINS
E SPACING AS
COLUMN SCHEDULE TIES
STRUCTURAL ENGINEER
FLORIDA LICENSE NO. 56755
1800 S.W. 27th. Ave. #401
Miami, Florida 33145
Ph: (305) 648 -9008
Fax: (305) 648 -9128
E -MAIL: ijcpe@bellsouth.net
REVISIONS
ARCHITECTURE
PRELIMINARY REVIEW
NORTH SEAL
ARCHITECTURE GIORGIO BALLI
O O
NUMBER: BUILDING DEPT.
STRUCTURAL ECTiON JOB
CHECKED BY: M. ENRIQUEZ
ISSUE DA OCT. 25, 2012
NOTED S ALE:
C AS
SHEET TITLE
SCHEDULES
SECTIONS
SHEET NUMBER
ME
COPYRIGHT GIORGIO BALLI, PA.
8301 SW 53 AVE MIAMI, FL 33143 - 305.669.5160