06-425-014BEAM SCHEDULE
MARK
ELEV.
SIZE
B
.
TOP
ONT.
"C"
BARS
"D"
ARS
"E"
ARS
O
u_
ARE
,
S
RRUPS
REMARKS
B x D
No.
S w"
No.
SIZE
No.
SIZE
No.
SIZE
No.
SIZE
No.
SIZE
No.
�,
SPACING EACH END
RB -1
+21' -3"
8" x 28"
2
#5
2
#5
�
a
o
<
a
�
o
#3
0 12"
RBA -2
+21' -3"
8" x 24" MIN
2
#5
2
#5
#3
0 12"
* ARCHED BEAM. SEE TYPICAL DETAIL
RB -3
+21' -3"
8" x 24"
2
#5
2
#5
#3
0 12"
2BA -1
+10' -0"
*
8" x 29 "MIN.
2
15
2
#5
#3
0 10 1/2"
* ARCHED BEAM. SEE TYPICAL DETAIL
28 -2
+12' -0"
8" x 48"
2
#7
2
#5
5
#4
#3
@ 12"
* EXTEND AS SHOWN IN PLAN
28 -3
+12' -0"
12" x 30"
3
#6
3
#6
#3
0 12"
2BA -4
+12' -3"
8" x 37 "MIN*
2
#6
2
#5
#3
® 12"
* ARCHED BEAM, SEE TYPICAL DETAIL
2BA -5
+12' -3"
*
8" x 27 "MIN.
2
#6
2
#5
# 3
® 12"
* ARCHED BEAM. SEE TYPICAL DETAIL
213-6
+12' -3"
8" x 51" *
4
#6
2
#5
5
#4
#3
0 12"
* IN TWO LAYERS
26 -7
+12' -3"
10" x 27"
3
#6
3
#5
#3
0 6"
TOP &BOTTOM BARS HOOKED 0 EA END.
213-8
+12' -3"
8" x 16"
2
#5
2
#5
#3
0 6"
26 -9
+12' -3"
8" x 29"
2
#6
2
#5
#3
0 12"
28 -10
+14' -1'
*
8" x 30"
2
2
7 **
6
2
#6
#3
®12 "
* UPTURNED BEAM
** IN TWO LAYERS
213-11
+13' -0"
*
8" x 36 0/26"
4
**
#7
2
#6
#3
® 12"
* HAUNCHED BM. SEE DETAIL
** UPTURNED BEAM
IN TWO LAYERS
213-12
+12' -3"
8" x 27"
4
#6
2
#6
#3
® 12"
* IN TWO LAYERS
2BA -13
+17' -3"
8" x 12 "MIN.
2
#5
2
#5
#3
0 12"
* ARCHED BEAM. SEE TYPICAL DETAIL
TO
SEE PLAN
8" x 12" MIN.
2
#5
2
#5
4
#3
B®i4L ®48 CORNERS
TIE BEAM
EL. 1',
IF TOP 01
CONC. BEAM
(FOR REINF. SEE
&SCHEDULE)
TC
(SEE PLAN
BEAM NOTES:
1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2 15 L- SHAPED CORNER BARS WITH
30 -INCH LONG LEGS.
2. HOOK ALL TOP BARS AT ENDS.
3. 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 TO OVER OPENINGS AND ADD 2 #7 BOTTOM. WHEN TO DEPTH EXCEEDS 36" ADD #4 0 d/6 "I" BARS EACH FACE.
"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.
1 1/2" CIRCULAR HOOK. GREATER OF GREATER OF GREATER OF
CL 1 4 L1 �_j 3 L1 OR 1/3 3 L1 OR 1/3 L3 OR 1/3 L2
eE" BARS 7\1 3' -6" MIN. 3' -6" MIN. 6 DIA 3' -6" MIN.
C14 36 MIA LAP " CONT.
6" MIN. LICE �_ "I" BARS
ALL REINF. STEEL IN SAME STIRRUP SPACING AS
LAYER UNLESS OTHERWISE SCHEDULED.
NOTED. PLACE A MAX. OF 4
2 BARS PER LAYER IN 2" FIRST STIRRUP SPACED
8" WIDE BEAMS FROM FACE OF SUPPORT.
NOTES: L1 L2
1. "L" INDICATES THE LARGER OF ADJACENT SPANS. L "F" BARS
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 01" BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES
TYPICAL BEAM REINF PLACING DIAGRAM
36 DIA LAP
"D" BARS
2J5 L- SHAPED
CORNER BARS WITH
30 -INCH LONG LEGS.
CONC. TO OR CONC. BEAM
PLAN VIEW DETAIL.
AT CORNER BARS
SCALE 3/4' = 1' -0'
4" CONC
SLAB 4,_0,
- -�. -�-
DBL WWF
1 #5 s•
TYPICAL THICKENED
EL SEE PLAN A J STD. HOOK
ROOF LEVEL
U
CONC. BEAM OR SLAB
DOUBLE TIES
CLOSED TIES
VERT. REINF.
a
o I VERT. REINF.
N
EL. SEE PLAN
SECOND FL. LEVEL
EDGE DETAIL (TE)
SCALE: 3/4"=1 1 =20 „ CONC. BEAM OR SLAB
4
CL�SEP TIES
DOUBLE TIES
2' -6” LEG, TYP.
TOP & BOTTOM
TO 12" MIN 2 #5 TOP & BOTTOM CONT.
EL. SEE PLAN
10" HOOKS TOP AND BOTTOM
. 2
#5
Co T� UpU STD. HOOK
REINFORCING WALL 4 13 0 12" DOWELS SAME SIZE
CLOSED TIES & NO. AS VERT. BAR
12" M ° WELDED WIRE FABRIC
EL. SEE WSEE PLAN
GROUND FLOOR – x— x— x —'')2— x— x —x x— x —x —x— x-
_;
10" HOOKS TOP TB
AND BOTTOM
I
WA" C
LLMU
N-- z
T P I C A L DETAIL AT 2 #5 TOP & BOTTOM CONT.
TIE BEAM ELEVATION CHANGE
SCALE: 3/4" = 1' -0"
STEEL COL. (SEE SCHEDULE)
W S (REINF NOT C� OWN i i FILLED SOLID W/ CONC.
v7 0.3/16" I I EL SEE Pl
x x —x —x —x —x — I I —x —x —x —x —x —x —x —x
II
VAPOR RRIER 1 1/2" kl� 23" 1 WEEP HOLES
ENCASE COL IN BASE PLATE (SEE SCHEDULE)
CONC. BELOW I c0i NON- SHRINK GROUT AS REQ'D
SLAB AS SHOWN
1 1/2"
CL. X 1' -4" LONG
T — SEE SCHED FOR TOP BARS
SEE SOIL STATEMENT I IF APPLICABLE
c J L = 4- 3/4-DIA. ANCH. BOLTS
FTG., SEE PLAN AND
SCHEDULE
II 3" SEE SOIL
CL CL COL & FTG. STATEMENT
TYP. STEEL COLUMN TO
"F" BARS
3 #5 TOP
ADD'L —
FOOTING DETAIL
3/4" = 1' -0"
)ULE)
COMPACTED
N z 1 1/2" 6 MIL VISQUEEN
ZE
cn
En
Z U
Y a FOOTING
III- (SEE SCHEDULE)
4 3" CL. I 1!
IIII I!=
I I�II
UNDISTURBED NATURAL SOIL
STD. HOOK OR COMPACTED FILL
(SEE SOIL STATEMENT)
YPICAL COLUMN — FOOTING DETAIL
cn
0
M
ROOF OR 2ND FLOOR
TIE BEAM
VERT. REINF.
CONC. TIE
COLUMN
HORIZONTAL JOINT.
REINF. EVERY OTHER
COURSE, SEE GEN. NOTES
8" CMU WALL
(ABOVE GRADE)
–CLOSED TIES '[]
EL +0' -0"
–CONC. SLAB ON
GRADE
– HORIZ. JOINT REINF.
EVERY COURSE,
SEE GEN. NOTES
8" CMU WALL
(BELOW GRADE)
– DOWELS SAME SIZE
AND NO. AS VERT. REINF.
STD. HOOK
' '–' � ' `- UNDISTURBED WALL FOOTING
I— I I -1 I I I I -1 I I� I I: LIMEROCK
TYP. CONC. TIE COL.—
WALL FOOTING DETAIL
SCALE 3/4' = 1' -0'
Q.T.S.
EXTEND REINF.
TO TOP OF TB(TYP.) CONC. TO
CONCRETE TO SEE PLAN-
REINFORCEME NT
SEE SCHEDULE
I I
WALL FTG. 18" LEG, TYP. BEARING
EL SEE PLAN WALL —
- - - - - -- -- -- — -
/
.3 T------ - - - -�� - --
• /
#5 VERT. TRANSVE SE BARS
�3 / � 1
- -- – - -- + - - - -- j/
/ 2
-- - -' - -- .J - - -•�/ BOTTOM BARS
f_V 16" `— UNDISTURBED
LIMEROCK
TYPICAL STEPPED
FOOTING DETAIL CAULK
3/4" =1 ' —0" 1 /8" WIDE X 1/4 d DEEP
SAW CUT CONTROL JOINT
TO BE CUT WITHIN 24 HOURS
AFTER SLAB IS POURED
WELDED WIRE
L
U
a
N
8" MIN L L ADD 2 #7 BOTTOM I 8" MIN
IF h > 48" ADD INSTEAD
2 #8 BOTTOM
I
OPENING IN WALL
I
DROP TO OVER OPENING 11 1 L CONCRETE TO OR REINF.
WHEN TO DEPTH EXCEEDS 36" MASONRY AT
ADD SKIN REINFORCEMENT BOTH SIDES S O OF F AT
TYP. TB d�OP ®ISETA?L AT OPENING
SCALE 3/4' = 1' -0'
#3 a 8' TIES
a °
s
A 00
° A 1-1
e ° e A
DOWELS, SAME SIZE AS
LONGITUDINAL BARS
LONGITUDINAL BARS, SEE SCHEDULE
I Y FABRIC @ MID DEPT n 3 4� 3 4 —F
Li
11 5/8'
X —iC is _0 :: —X— iC —x x —x —i:-
MASONRY COL, 4 DETAIL
VAPOR BARRIER N.T.S.
(SEE PLAN)
TYR CONTROL JOINTS DETAIL (Cd)
1 1/2 1$ = 1 1-0$$
IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO. 56755
1800 SW 27 Ave. # 401
Miami, Florida 33145
Ph, (305) 648 -9008
Fax :(305) 648 -9128
E -MAID I,jcpQ2bellsouth,net
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