05-1359-002�I
P a 2.6 k
Us -2.1 k
,EE GIRDER
,CNN. DETAIL
JI � I II
Q
P • 0.1 k
U a -1.6 k
USP 1 NLf'TA -15
P a 2.2 k
171 U • -2.3 k
vEE G RDER
CONN. DETAIL
I I - F
1
fom
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el
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5' -0'
Pa 1.4 k Pa 0.8 k
U -1,5 k Us -13 k
USP I HLPTA -15 USP I HLPTA -15
WHERE BEAM TERMINATES
tft�T>7'
TOP BAR
N
�'
AT SLAB EXTEND TOP BARS
INTO ADJACENT SLAB TO 1/4 'E' BAR
STIRRUPS
`C' BAR
- L 'C' BAR
REMARKS
sNC .
PT. OF SPAN OR EDGE-OF
1 _
"E"
"C"
1 3 OF t 1 3 Of "
TYPE
SPACING C/C
1 3 Of + 1/3 OF +
"r
CANTILEVER
*3
4 GA. *9 HORIZ JOINT REINFORCING
0 16' O.C. IN ADDITION, PROVIDE 1 *16
' O.C.
3 -2
+10' -0'
8 "X38'
2*1
AND 1% EACH SIDE OF OPENINGS
M
ri
�_0 O.
s
s
Ri33 -3
+10' -0'
8"X12'
O
2*5
*3
O
1T4' O.C.
N
X
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m
1
IN BEAMS USE 90' STD.-- -
+12' -0'
8"X20'
^001
2 *6
IIII
*3
O.C.
I
2 B -
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8"X20'
2 *6
2 "5
I
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HOOK FOR MIN. ONE
"
o
+12'-
BOTT. BAR 0 END
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8'X20'
2 *6
2 *6
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SUPPORT (U.O.N. IN SCHED.)
*3
1=�=
e8' O.C.
EUT�__E
-CLASS
25-5
BBOTRTOM
8'X30'
2*1
2 *6
*3
010' O.C.
(U.O.N. IN SCHED)
•
d
2" CL.
LO
v
BOTTOM
d
r
STIRRUPS OR TIES AS SCHE'ED.
BAR
L -1
ADD'L TOP REINF SHOWN THUS
L -2
I
3
(SYMM. EA. END U.O.N.)
z
ELEV. +12' -0'
�- - -'-
SEE SCHED. FOR SPACING
NOTE:
WHERE BARS MARKED "CONTINUOUS" IN SCHEDULE REQUIRE
* L -1 OR L -2 (THE GREATER SPAN)
SPLICE, PROVIDE CLASS 'A' SPLICE (U.O.N. IN SCHED.)
** L -2 OR L -3 (THE GREATER SPAN)
0 POINT OF LEAST STRESS.
TYPICAL REINFORCING
PLACING DIAGRAM FOR CONCRETE BEAMS
N.T.S
BEAM SCHEDULE
MARK
ELEV.
SIZE
REINFORCING
B
STIRRUPS
SEE
N
REMARKS
sNC .
BOT.
TOP
"E"
"C"
SIZE
TYPE
SPACING C/C
ALL WALLS TO eE REINFORCED
MAONSONRY WALLS W * 6 0 46' VERT
*3
4 GA. *9 HORIZ JOINT REINFORCING
0 16' O.C. IN ADDITION, PROVIDE 1 *16
' O.C.
3 -2
+10' -0'
8 "X38'
2*1
AND 1% EACH SIDE OF OPENINGS
*3
ri
�_0 O.
s
s
Ri33 -3
+10' -0'
8"X12'
2"S
2*5
*3
1T4' O.C.
X
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1
-1
+12' -0'
8"X20'
^001
2 *6
IIII
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O.C.
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8"X20'
2 *6
2 "5
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*3
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25 -3
+12'-
*3
O.C.
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2 *6
2 *6
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EUT�__E
Q
25-5
+12' -0'
8'X30'
2*1
2 *6
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CONSIST OF A 1' FLAT
LO
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PLATE WITH A BOTTOM REINFORCING
1 LU
ADD'L TOP REINF SHOWN THUS
•
ADD'L aOT REINF SHOWN THUS - — ---
z
ELEV. +12' -0'
w�
T.B. SEE
PLAN
8X12
2 #5
2#5
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---ADD
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TB -1
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8X12
2 #5
#5
#3
® 48" O.C.
ADD 4 3 (9 12
C CORNERS
BEAM NOTES:
1.-- ADD 1 #5 E.F. 0 MID -DEPTH
2.- HOOK BOT. REINF. 4 COL. SUPPORTS
3.- DROP BM. BOT. AT DOORHEAD & ADDD 2 #5 BOT.
4.- SPLICE TOP REINF. 0 MIDSPAN IF REQUIRED
5.- ADD 1#5 E.F. 0 12.O.C.
6.- UPTURNED BEAM
p, 1.1 k
U• -1.2 k
USP 1 HLPTA -15
�I
"I 0
s
Pa 0.1 k
U= -1.6 k
USP I PLPTA -15
G.T.
P ■ 0.1 k
U= -I.6 k
USP I PLPTA -15
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G.T. w
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P. 1.3 k
Us -1.2 k
$P i HLPTA -15
1* a 3.'i k
Us -6.5 k
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CONN DETAIL
2 -2X PT LED PR 2F3 -3-
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S E N D
SC;AL rE. 1/4' =1' -0'
2 -2X6 F' LEDGER
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----- T13 l 410)'-09
Pa 0.5 k
Us -1.4 k
P 1 HLPTA -15
FLOU"R FRAMING
B
-=
ALL WALLS TO eE REINFORCED
MAONSONRY WALLS W * 6 0 46' VERT
4 GA. *9 HORIZ JOINT REINFORCING
0 16' O.C. IN ADDITION, PROVIDE 1 *16
AT END OF WALLS, WALL INTERSECTIONS
AND 1% EACH SIDE OF OPENINGS
s
s
III
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1. 5'
04a12'
X1' -0' X6' -6' I 2 W di
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PLATE WITH A BOTTOM REINFORCING
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ADD'L TOP REINF SHOWN THUS
•
S E N D
SC;AL rE. 1/4' =1' -0'
2 -2X6 F' LEDGER
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----- T13 l 410)'-09
Pa 0.5 k
Us -1.4 k
P 1 HLPTA -15
FLOU"R FRAMING
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THESE DRAWING$ HAVE BEEN PREPARED IN ACCORDANCE ,�+ Fo U
WITH THE FLORIDA I5UILDINGi CODE, 2O�1 EDITION.
JOSE A. SANCHEZ, P.E. sheet no.
CONSULTING ENGINEER
0 { �
STRUCTURAL P.E. # 40227
5001 S.W. 74th CT. #102
t{
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MIAMI, FLORIDA 33155
nnn .CCC r.v /one \r��o nnnc
B
S -4
ALL WALLS TO eE REINFORCED
MAONSONRY WALLS W * 6 0 46' VERT
4 GA. *9 HORIZ JOINT REINFORCING
0 16' O.C. IN ADDITION, PROVIDE 1 *16
AT END OF WALLS, WALL INTERSECTIONS
AND 1% EACH SIDE OF OPENINGS
PSI
X
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m
1
6XI2
i
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J�
a
V)
0
P-4
Q0
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CONSIST OF A 1' FLAT
LO
PLATE WITH A BOTTOM REINFORCING
MAT OF *4112'O.C. EACH WAY
ADD'L TOP REINF SHOWN THUS
ADD'L aOT REINF SHOWN THUS - — ---
z
ELEV. +12' -0'
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.. 0
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THESE DRAWING$ HAVE BEEN PREPARED IN ACCORDANCE ,�+ Fo U
WITH THE FLORIDA I5UILDINGi CODE, 2O�1 EDITION.
JOSE A. SANCHEZ, P.E. sheet no.
CONSULTING ENGINEER
0 { �
STRUCTURAL P.E. # 40227
5001 S.W. 74th CT. #102
t{
3-2
MIAMI, FLORIDA 33155
nnn .CCC r.v /one \r��o nnnc