13-1219R-007DROP CONCRETE TIE BEAM AT DOOR & WINDOW
O
OPENING (IF REQUIRED) WITH (1) - #5 AT EACH
COLUMN / TIE COLUMN
SCHEDULE ,
f C =4, ® ®d psi
FACE FOR EVERY 12 INCH OF DROP AND
GREATER OF
0.5 L1
LAP SPLICE (TYP.)
"B" BARS LENGTH 0.75E "T" BARS RUN CONTINUOUS
STIRRUPS #3 @ 12" MAXIMUM.
OR
°T"
0.3 L2
(SEE SCHEDULE}
OR LAP AS REQ'D. AT MID
a
BAR
0.3L 0.3E
SPAN,
LAP SPLICE (TYP.) 0.25L
.
�1
" GLR.
8"
12"
__
__
__
(SEE SCHEDULE)
"E" BARS
TYPE -1
E
SEE PLAN
8"
8"
--
--
--
(2) #5
#3 @ 8"
TYPE—[
0
CD
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0
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W
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SEE PLAN
12"
12"
--
--
--
d
(4) #6
#3 @ 10"
TYPE -1
0
CD
LC)
.
CD
4BALAANCE(TYP.
N
•
lqt
i
C
CD
f
i
j TYP.)
STD. HOOKS
"E" BAR
C" BARS
\—"W
"G" BARS
�(T�}
BARS
Da
MID BARS
2" 2"
L1
L L2
L3
L4
OPENING WIDTH ( *)
d8"(MIN.)
(MIN.)8°
LAP SPLICE (TYP.)
"A" BARS RUN CONTINUOUS OR
3/4" CLEAR COVER FOR SLABS
(SEE SCHEDULE)
1 1/2" CLEAR COVER FOR BEAMS LAP AS REQ'D. AT SUPPORTS,
3" CLEAR COVER FOR GRADE BEAMS
#5 JAMB BARS (TYP.) THIS BAR SHALL BE
CONTINUOUS BETWEEN LATERAL SUPPORTS OR
NOTE :
7. PROVIDE CORNER BARS AT ALL CONCRETE TIE BEAM INTERSECTIONS. BARS SHALL BE
REBAR OF
BETWEEN FLOOR, SEE TYPICAL CONCRETE BLOCK
1. "E" BARS
ARE TOP BARS AT NON - CONTINUOUS ENDS.
SAME SIZE AND QUANTITY AS BEAM REINFORCING, EXTENDING 48 BAR DIAMETER.
FILLED CELL
DETAIL FOR BAR PLACEMENT ON JAMB SCHEDULE.
2. "C" BARS
ARE TOP BARS OVER INTERIOR SUPPORTS.
8. ALL TIE BEAMS SHALL HAVE (4) - #3 STIRRUPS AT 12" o.c. AT CORNERS AND AT EACH
3. "L" IS THE LONGER OF ADJACENT SPAN.
BEND AND AT 48" o.c. ELSEWHERE, UNLESS OTHERWISE NOTED.
4. 8" WIDE BEAMS TAKE A MAXIMUM OF 2 BARS PER LAYER.
8" (MIN.)
5. STIRRUPS
TO BE CLOSED TYPE WITH 135" HOOK.
6. "Do" EQUALS TO 2 TIMES BEAM DEPTH.
TYPICAL CAST -IN -PLACE BEAM REBAR DIAGRAM
[------CONCRETE
SCALE: N.T.S.
WINDOW SILL
REINF. W/ (1) #5 TOP &
BOTT.
BEAM
SCHEDULE
FLOOR SLAB
BOTTOM'
SIZE (INCHES)
REINF.
TOP REINFORCING
STIRRUPS
TOP
.
MARK
MIDBARS
REMARKS
W
D
" A"
''B"
"E"
"T"
" C "
"Do"
BALANCE
( *) COORDINATE WITH ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS OF OPENINGS.
RTB -1
MATCH EXIST.
8"
12"
2- #5
2- #5
4 - #3 @ 12"
#3 @ 48"
SEE NOTE: 8 ABOVE
2
1
LINTEL AND SILL DETAIL
RKB -1
VARIES
8"
8"
1- #5
1 - #5
4 - #3 @ 12"
#3 @ 48"
SEE NOTE: 8 ABOVE
SCALE: N.T.S.
RKB -2
VARIES
8"
16"
2 - #5
2 - #5
#3 @ 6"
#3 @ 6"
RB -1
+ 10' -6"
8"
26"
2 - #5
1
2 - #5
1 - #5 E.F.
#3 @ 10"
#3 @ 10"
SEE PLANS AND PLAN NOTES FOR
LOCATION OF GROUTED CELLS —
STOP GROUT MIN 1 1/2" BELOW TOP
DF UNIT IF POUR IS STOPPED FOR
MORE THAN ONE HOUR
MAX HEIGHT OF POUR = 8' -0" WAIT
3 TO 5 MINUTES AND CONSOLIDATE
WITH FLEXIBLE CABLE VIBRATOR
RECONSOLIDATE LATER BEFORE
PLASTICITY IS LOST. WAIT MINIMUM
30 MINUTES BEFORE PLACING
NEXT LIFT.
CM U WALL SECTION DETAIL
SCALE : NTS
TYP. C U GROUTING DETAIL
I r 1 r •
. L
•
r•
r.l , .r:
VMASONRY
JOINT REINFORCEMENT DETAIL
TYPICAL MASONRY
FILLED CELL. DETAIL
a ■ -
PLAN a
SCHEDUI
)OWEL TO
AATCH
JERTI CAL
REINFORCEMENT
TYP. 4 1/2"
x4 1/2" CUT
MASONRY
INSPECTION
& CLEAN
OUT HOLE
VA
PL
An
SEE PLAN AND SCHEDULE
NOTES:
1. USE #3 TIES FOR #10 VERTICAL REINFORCING OR SMALLER.
2, TIE SPACING SHALL BE THE SMALLER OF:
A - LEAST DIMENSION OF COLUMN
B - 16 TIMES MAIN BAR DIAMETER
C - 48 TIMES TIE BAR DIAMETER.
3. FOR ONE STORY BUILDING THE REINF. DETAIL IN INTERMEDIATE
FLOOR MAY NOT APPLY, UNLESS OTHERWISE NOTED.
TYPICAL COLUMN REINFORCING DIAGRAM
m - r REVISIONS BY
22 03 -24- 2014.,
SCALE: N.T.S.
O
COLUMN / TIE COLUMN
SCHEDULE ,
f C =4, ® ®d psi
rr
MARK
ELEVATION
A
B
C
D
E
a
REINFORCING
TIES
REMARKS
.
�1
SEE PLAN
8"
12"
__
__
__
(4) #5
#3 @ 8"
TYPE -1
E
SEE PLAN
8"
8"
--
--
--
(2) #5
#3 @ 8"
TYPE—[
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SEE PLAN
12"
12"
--
--
--
(4) #6
#3 @ 10"
TYPE -1
0
CD
LC)
.
CD
•
N
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lqt
TOP AND BOTT.
CORNER PROVIDE
30" MIN. LAP SPLICE
PROVIDE STD. HOOK ON
INSIDE BEAM REINF
•PP a
EACH , REMAINDER
SCHEDULE NOTED IN BEAM
TIE BEAM REINFORCING,
SCHEDULE
"A" 1=
"B„
TYPE -1
CORNER TIE BEAM
REINFORCING DETAIL (TYP.)
SCALE: N.T.S.
s
s
INTERSECTION TIE BEAM
REINFORCING DETAIL (TYP.}
SCALE: N.T.S.
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DRAWN
R.L.
CHECKED
J.M.
DATE
10 -29 -13
SCALE
AS SHOWN
JOB No.
SHEET
S-3,
OF 4 SHEETS