04-1660(2)-0091 -
T TC
BE
1 ,
10 01 - 32'-10" —
�7. -4„ - ol
24
■ ■ y1J "■
■ #4 @ 12" TOP r+ ■ FC -1
x 5' -0" LG. (TYP.)
32'-9" -
R: 60475 LOS
R: 13060 L8
13' -5"
2 -
S -2 - ■-
10'- 0"-
R: 10565 LB
E
rq
TC
CO BELOW
n ■
#4 @ 12" TOP o
x 5' -0" LG. �9
■
r-- R: 13086 LOS
E.
n
t= 7„
#4 @ 16" E.W.
BOTTOM
r-- R: 40705 LBS
_z z z z
x STL. COL. 0
BELOW
(TYP.)
R: 13086 LBS
2
O
T
a
R: 13454 LOS
a�
i
LO
a R: 19611 LOS
0
J B -3 (BELOW)
TC
BELOW
a- @ I 3 #5
0 'q- x BELOW t =5.5" n
WALL #4 @ 1E" E.W.
■ `�' o
C1#4 @ 12" TOP BOT. 4 f
@ ;n x 5'- 0 LG. S -4
d- x I
-- - - - - -
1 /2 33
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ER: 19723 LOS R: 18476 LOS
' 15' -6" 7' -10"
10
3' -10 "— 6' -7 .
„ 8' -2„
4 'u %
■ ■ ■ _ r O
13-5 (BELOW) 0O <9
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' -- TC _ �' , x 5' -0" LG.
BELOW N 1 2, -2" a _ 9
I BAY WINDOW
DROP BEAM
BELOW jar B -4
R: 216 - LOS + (BELOW) x
PROVID 2 #5 X 5' -0 "'
LONG AT CORNERS (TYP.) . d `0
3 #5
BELOW o b
R: 1 8700 LOS =� WALL ,o m
#4 @ 12" TOP @
CMU WALL ' x 5' -0" LG. � x
BELOW i 2- X12' -1"
19 1111411
r
14'- 4"
R: 15169 LOS
R: 47922 LBS
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x
9'- " S -5" L 11' -2„
e
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r
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BELOW
OPEN TO BELOW
i
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(TYP.) C14 °'
OPEN TO BELOW
— o' —o"
- 2 #5 CON T.
AT EDGE
(TYP.)
TC -2
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■1111111 oil 111111111■1■'l 11 will 111HUI _
FIX O
8' -2„
56' -2"
( *) MIN. DIMENSION AT CENTER OF ARCH
■
■ a,
I
I
M
0
I
Q0
15' -4"
** NOTE:
IF THE EFFECTIVE DEPTH OF A BEAM
EXCEEDS 36 in., PROVIDE ADDT'L
LONGITUDINAL SKIN REINF. EACH FACE AT
12" INCREMENTS AS NEEDED.
EX.
• ¢� ##4 BARS
EACH FACE
d > 36" � a
12"
9r
.0.
SECTION 1
SCALE: 3/4 " =1' -0" S -2
WOOD TRUSSES @ 24" O.C.
R: 214 2rd�@%F
CONCRETE
BEAM
+10' -8"
/--E3-2
R: 16288 LOS
5/8" STUCCO ON 8"
NOMINAL CONCRETE
BLOCK W / #8 DUROWALL
@16" V. EXTENDED 4"
INTO TIE COLUMN (TYPE
LADDER) MORTAR TYPE
"M" OR "S"
Q
w
M
w
00 �-
I �
00
-1- O
2nd FLOOR
1/4" = 1' -0"
- 5/8" CD EXT. GRADE (19/32) WITH 10d
NAILS @ 4" O.C. AT EAVES, 8d NAILS @
6" O.C. AT EDGE AND FIELD. #30 FELT
TIN CAPPED @6" O.C. AND DADE
COUNTY APPROVED ASPHALT SHIGLES
2 "X8" WD. LEDGER W/1 /2 "O X 6"
LONG EXP. BOLT5 @ 24" O.C.
STAGGERED
VALLEY SET
METAL RAFTER TIES
�RT16 BY HUGHES
NOA. 00- 0913.07
SLAB PLAN
N
TOP BARS. SEE PLAN
7" CONC. SLAB
#4 @ 16" TEMP.
2nd FLR.
a a a v a
a v
30 T. BARS
SEE FRAMING PLANS
PROVIDE 1 #5
CONTINUOUS 1" MIN. (NOTE: DROP BOTTOM
OF POUR OVER ALL M.O. -SEE
STRUCTURAL NOTES)
VERT. WALL REINF. (SEE
FOUND. PAN) PROVIDE
HORIZ. REINF. 0 EACH
OTHER COURSE (TYP.)
SECTION 2
SCALE: 3/4 " =1' -0" S -2
LJ
METAL JOIST HANGER
U220 BY HUGHES
NOA. 98- 0717.03
0
+ 9' -8"
TOP OF TIE BEAM
TOP OF
CONCRETE
BEAM
+9' -8"
20' -8" WALL [L[VATION &SECTION DETAIL
1/2' =1' -0"
r�
0
' • + �. . q
Is-
m
C
Cn
i
C�
0
CN
ry�
— K. C.
DATE:
OB -09
-2004
CONCRETE BEAM SCHEDULE
2
REINFORCEMENT
STIRRUPS OR TIES
REMARKS
MARK
SIZE
TOP
BOTTOM
CENTER
No.
SPACING
I
TO
8" X
12"
2
#5
2
#5
3
4 @ 12" from corners, bal. @
48" o.c.
See legend for heights
8 -1
8" X
28"
2
##6
2
##6
T
3
2 @ 6" o.c. at supports,
bal.
@ 12"
o.c.
Garage
beam 8' door
8 -2
8" X
36 "*
2
##6
2
#6
**
3
2 @ 6" o.c. at supports,
bol.
@ 12"
o.c.
Arched
Entry beams
3-3
10" X 14"
4
##5
4
##5
LAYERED
3
11 @ 6" o.c. at supports,
bal.
@ 12"
o.c.
Under
Front balcony
8 -4
10" X 12"
4
#5
4
##5
LAYERED
3
11 @ 6" o.c. at supports,
bal.
@ 12"
o.c.
Under
Rear balcony
8 -5
8" X
24 "*
2
#7
2
##7
**
3
2 @ 6" o.c. at supports,
bal.
@ 12"
o.c.
Arched
rear balcony beams
8 -6
8" X
16"
2
#5
2
#5
3
6 @ 6" o.c. at supports,
bal.
@ 12"
o.c.
Gazebo beams
MARK
SIZE
TOP
BOTTOM
ADDL, TOP STEEL
OVER SUPPORTS
REMARKS
Additional top steel
over support
x
x
Continuous
top steel
S13-1
7" X 60"
7 #6
7 #6
3 #6 x 6 -0
LONG
SB -2
7" X 60"
7 #6
7 #6
L1
Distribute all steel evenly over
1 x = Larger of 1-1/3 or 1_2/3
slab band.
L2
58-3
7" X 46"
4 #6
4 #6
3 #6 x 5' -4" LONG
58 -4
7" X 46"
4 #6
1 4 #6
3 #6 x 5' -4" LONG
S8 -5
7" X 46"
4 #6
4 #6
SB -6
_
7" X 36"
6 #5
6 #5
( *) MIN. DIMENSION AT CENTER OF ARCH
■
■ a,
I
I
M
0
I
Q0
15' -4"
** NOTE:
IF THE EFFECTIVE DEPTH OF A BEAM
EXCEEDS 36 in., PROVIDE ADDT'L
LONGITUDINAL SKIN REINF. EACH FACE AT
12" INCREMENTS AS NEEDED.
EX.
• ¢� ##4 BARS
EACH FACE
d > 36" � a
12"
9r
.0.
SECTION 1
SCALE: 3/4 " =1' -0" S -2
WOOD TRUSSES @ 24" O.C.
R: 214 2rd�@%F
CONCRETE
BEAM
+10' -8"
/--E3-2
R: 16288 LOS
5/8" STUCCO ON 8"
NOMINAL CONCRETE
BLOCK W / #8 DUROWALL
@16" V. EXTENDED 4"
INTO TIE COLUMN (TYPE
LADDER) MORTAR TYPE
"M" OR "S"
Q
w
M
w
00 �-
I �
00
-1- O
2nd FLOOR
1/4" = 1' -0"
- 5/8" CD EXT. GRADE (19/32) WITH 10d
NAILS @ 4" O.C. AT EAVES, 8d NAILS @
6" O.C. AT EDGE AND FIELD. #30 FELT
TIN CAPPED @6" O.C. AND DADE
COUNTY APPROVED ASPHALT SHIGLES
2 "X8" WD. LEDGER W/1 /2 "O X 6"
LONG EXP. BOLT5 @ 24" O.C.
STAGGERED
VALLEY SET
METAL RAFTER TIES
�RT16 BY HUGHES
NOA. 00- 0913.07
SLAB PLAN
N
TOP BARS. SEE PLAN
7" CONC. SLAB
#4 @ 16" TEMP.
2nd FLR.
a a a v a
a v
30 T. BARS
SEE FRAMING PLANS
PROVIDE 1 #5
CONTINUOUS 1" MIN. (NOTE: DROP BOTTOM
OF POUR OVER ALL M.O. -SEE
STRUCTURAL NOTES)
VERT. WALL REINF. (SEE
FOUND. PAN) PROVIDE
HORIZ. REINF. 0 EACH
OTHER COURSE (TYP.)
SECTION 2
SCALE: 3/4 " =1' -0" S -2
LJ
METAL JOIST HANGER
U220 BY HUGHES
NOA. 98- 0717.03
0
+ 9' -8"
TOP OF TIE BEAM
TOP OF
CONCRETE
BEAM
+9' -8"
20' -8" WALL [L[VATION &SECTION DETAIL
1/2' =1' -0"
r�
0
' • + �. . q
Is-
m
C
Cn
i
C�
0
CN
ry�
J. M.
— K. C.
DATE:
OB -09
-2004
SHEET
2
I
T
4
Cc
J. M.
— K. C.
DATE:
OB -09
-2004
SHEET
2