05-1359(3)-013P- 2b k
U- -2.1 k
W
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END JACKS
:I 1_2
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tl
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I 11 I II
'— _ —� —
TB l 0' -0')
' -0'
E.0 1.4 k
-1.5 k
USP 1 NLPTA -15
P ■ 0.1 k
U= -lb k
LISP 1 PLPTA -"15
P- 2.2 k
U- -23k
IL
P- 0.1 k
U■ -ib k
USP 1 NLPTA -15
TB 602'-09—
11 F,
—
FF_
_RB- I C-12'-01 G.T.
fa
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— — — — — — — WOOD TRUS _
�® ® ® ® 0
RB -1 l 2' -0
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P- 0.8 k
U- -13 k
USP 1 NLPTA -15
WHERE BEAM TERMINATES
At SLAB EXTEND TOP BARS
1p Spa Typ
TOP BAR N
—
INTO ADJACENT SLAB TO 1 /4 'E' BAR
k
'C' BAR
A BOTTOM REINFORCING
U= -12 k
'C' BAR
USP 1 NLPTA -15
CONN. DETAIL
P OF SPAN OR EDGE-OF
-
DETAIL
'
13 pF: 1 OF
Pt LED
ER
1 3 OF 1/3 OF
CANTILEVER
C
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U- -1.4 k
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or
USP I NLPTA -715
J
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215-3
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N
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U
a
CLASS 'A'
SPLICE 1
'd
1. BOTTOM cn
g
SUILDING CODE, 2001 EDITION.
JOSE A. SANCHEZ, P.E.
(U.O.N. IN SCHED.)
no.
BAR m
d
2" CL.
STRUCTURAL P.E. ## 40227
5001 S.W. 74th CT. #102
BOTTOM
MIAMI, FLORIDA 33155
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STIRRUPS OR TIES AS SCHE'ED.
5
BAR
L -1
E -MAIL: jaspe ®bellsouth.net
L -2
2 Of
a
L -3
(YMM. EA. END U.O.N.)
S E 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)
®POINT OF LEAST STRESS.
iYPICAL REINFORCING
PLACING DIAGRAM FOR CONCRETE BEAMS
.T.S
EAM NOTES:
- ADD 1 #5 E.F. 0 MID -DEPTH
- HOOK BOT. REINF. 0 COL. SUPPORTS
- 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
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USP 1 NLPTA -15
0_r0'
0I�
qI
s
u
0
1
N
V
m
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1
Q
P - 0.1 k
U■ -1b k
USP 1 NLPTA -15
0�
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N
I
31-011
---TB (412'-09 •4012� I I 9+'Ssi
X4'-O' -
�—
4«5612'
#4012' e4612'
X2'-O' 2' -0' X�' -6' ?C p 1p 1 = SC 11� X
0 0
`- C4 #4612'
m - 4' -0' -
8' -0'
215-2
2 -2X6 PI LEDGER
�n
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TB (40'-09
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SCALE: 1/4'=I'-O'
rz cill
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N
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04012'
X'1' -0'
J
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cf)1
P- 5.0
k
P ■ 55 k
—
P- 13 k
k
U= -65 k
A BOTTOM REINFORCING
U= -12 k
SEE GIRDER
USP 1 NLPTA -15
CONN. DETAIL
�I
�i
cf)1
P- 5.0
k
— TB ( +12' -0') — — — —
—
U- -12
k
PLATE WIT
A BOTTOM REINFORCING
MAT OF 04's
2-O.C. EACH WAY
SEE GIRDER
P= 23 k
ADD'L BO
CONN
DETAIL
'
2-2XQ
Pt LED
ER
t 2
s
x6' -6
iv 0
qj
_I
J ;
O
IQ
WI41
P= 0.1 k
U■ -lb k - _ -
USP 1 NLPTA -l5
I w
tt til 4
T`
%QI -
�a
Im!
2"5 0_ `r
O
� � N
0 6"6 ADD'L I
_ 1 6 3' BOT 4 TEMP ql I&
ip x �-
' ® SC 10+'63' a 0
i0 - 63 606m3'ADD L
I
Gk •4612'
X17' -0
b
X81- 6 12
0 X J TB
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- I all
04 12 0 &X12 X41
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1
V C14
TB • 6 42
8*5'�
xal 01
X40 ' iv 61 cAX
ql I I
� X i x � et
dl
04 'm 12' N
X4' -6'
P- 05 k
U■ -1.4 k
SP 1 NLPTA -75
i
ALL WALLS O BE REINFORCED
MAONSONRY WALLS W a 6 Q 48' VERT
t GA, •9 NO IZ JOINT REINFORCING
6 16' O.C. IN ADDITION, PROVIDE 1.16
AT END OF 16ALL5, WALL INTERSECTIONS
AND 1 ro EA N SIDE OF OPENINGS
—
— TB ( +12' -0') — — — —
—
CONSIST
A -' FLAT
PLATE WIT
A BOTTOM REINFORCING
MAT OF 04's
2-O.C. EACH WAY
ADD'L TOP
P= 23 k
ADD'L BO
`
ELEV. +12'-
'
U ■ -25 k
SEE GIRDER
CONN, DETAIL
C
`�
CJ'S
iil
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_ = GIRDER TRUSS =
Ile
N
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s~
Ir
III
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U- -1.4 k
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or
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'd
215-3
--t
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N
N
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a
EVE BEEN PREPARED IN ACCORDANCE
'd
,� rd
U
SUILDING CODE, 2001 EDITION.
JOSE A. SANCHEZ, P.E.
sheet
no.
CONSULTING ENGINEER
I w
tt til 4
T`
%QI -
�a
Im!
2"5 0_ `r
O
� � N
0 6"6 ADD'L I
_ 1 6 3' BOT 4 TEMP ql I&
ip x �-
' ® SC 10+'63' a 0
i0 - 63 606m3'ADD L
I
Gk •4612'
X17' -0
b
X81- 6 12
0 X J TB
LQ� N
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04 12 0 &X12 X41
X4 6' ++ I 1
1
V C14
TB • 6 42
8*5'�
xal 01
X40 ' iv 61 cAX
ql I I
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04 'm 12' N
X4' -6'
P- 05 k
U■ -1.4 k
SP 1 NLPTA -75
i
ALL WALLS O BE REINFORCED
MAONSONRY WALLS W a 6 Q 48' VERT
t GA, •9 NO IZ JOINT REINFORCING
6 16' O.C. IN ADDITION, PROVIDE 1.16
AT END OF 16ALL5, WALL INTERSECTIONS
AND 1 ro EA N SIDE OF OPENINGS
THESE DRAWING=S N
. -..
�'N,0SAI
•
(+ co
CO CO
CO LO
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P� C:2
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OR FRAMING TO
CONSIST
A -' FLAT
PLATE WIT
A BOTTOM REINFORCING
MAT OF 04's
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ADD'L TOP
REINF SHOWN TPUS
ADD'L BO
�REINP SHOWN TPUS - — —
ELEV. +12'-
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THESE DRAWING=S N
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EVE BEEN PREPARED IN ACCORDANCE
'd
,� rd
U
SUILDING CODE, 2001 EDITION.
JOSE A. SANCHEZ, P.E.
sheet
no.
CONSULTING ENGINEER
STRUCTURAL P.E. ## 40227
5001 S.W. 74th CT. #102
_
2
MIAMI, FLORIDA 33155
(305) 668 -4555 FAX (305)668 -2206
E -MAIL: jaspe ®bellsouth.net
2 Of
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