09-709-0264
5EAM 5GHEDULE
R5 -1
TOP OF BEAM
SIZE
RE INFORGING
2 -*5
4 -*5
2 -05
*3 a 12" O.C.
MARK
E!_EV.
STIRRUPS
FEM,ARKS
24"
2 -*5
2 -*5
2 -*5
*3 a 12" O.C.
5EE SECTIONS 2/6 -4 4 1/5 -5
R5-3
W.
D.
50T.
INTERM
TOP
2 -"5
03 a 12" O.C.
SEE SECTIONS 115 -4 4 3/6 -1
T15-4
+4' -111
8"
12"
2 -"5
-
"3 a 61/2 " D.C. (ENDS)
*3 a 121' O.C.
5-1
T5-5
NOT USED
TB -6
2-05
2 -"5
2-S
4 a 12" O.G. (BALANCE)
SEE SECTION 3/9 -4
*3 a 1211 O.G.
SEE SECTION
TB -"l
+22' -811
1311
1211
2 -*5
*3 41/2" O.G. (ENDS)
2 -*5
5-2
+9' -O"
8"
12"
2-05
1211
2-05
* 12" O.G. (BALANCE)
SEE SECTION 2/9 -4
*3 * 1211 O.G.
SEE SECTION 2/5 -5
_
F- 3.4X42
11411
4' -2"
12"
*3 a 41/2" O.G. (ENDS)
( -)2' -0"
B -3
+g' -O"
8"
12"
2 -S
05 a 12" O.G. EACH WAY (BOTTOM)
2 -05
4 + 12" O.G. (BALANCE)
SEE SECTION 1/9 -5
5-4
+15' -011
SE1-
DETAIL
2-
6-
2-
*3 a 12" O.C. (ENDS)
4 a 12 O -C. (BALANCE)
SEE SECTION I /S -6
•
•r
•
*6
2
*8
*4
/Or-
5-5
+11'- 111/411
8
I6"
2 -'5
2 -'5
2 -"5
4 12 ", (BALANCE)
SEE SECTION 3 /5-6
� ° O.G. (ENDS)
B -6
+11' -111/ "
4
8"
16"
2 -"5
2 -*"a
2 -"rte
4 + 12 O (BALANCE)
" O.C.
SEE SECTIONS 215-6 4 1,2/9 -i
"3 a 1/2 " O.G. (ENDS)
6
5-7
+12' -O°
8"
12"
2 -05
2-"5
4 �i 12" D.G. (BALANCE)
SEE SECTION 2/5 -6
5-8
+12' -0"
8"
14"
3 -01
2 -*5
4 - *6
SUPPORT
03 a 61/2" O.G. (ENDS)
< a 12" O.G. (BALANCE)
-
2 - *Yo
CENTER)
*3 a 411/2" O.C. (ENDS)
B -9
+12' -0"
g"
12"
2 -*5
2 -"6
4 * 12" O.C. (BALANCE)
-
5-10
+12' -0"
8"
14"
3 -01
2_+5
4 - *6
SUPPORT
*3 a 51/2" O.C. (ENDS)
4 ° 12" O.C. (BALANCE)
_
2 -%
CENTER)
5-I1
+12' -O"
8"
I(o11
4 -#5
SUPPOR
2 -05
)
4 -"1
(CENTER)
*3 a 51/2" O.C. (ENDS)
4 a 12" O.G. (BALANCE)
SEE SECTION 2/9 -5
z -"5
2 -"'1
CENTER
(ENDS)
R5 -1
+I1' -6" 4 VARIES
16"
30"
2 -*5
4 -*5
2 -05
*3 a 12" O.C.
SEE SECTION 3/5 -6
R5-2
+11' -O"
12"
24"
2 -*5
2 -*5
2 -*5
*3 a 12" O.C.
5EE SECTIONS 2/6 -4 4 1/5 -5
R5-3
+10' -O"
12"
18"
2 -*5
2 -*5
2 -"5
03 a 12" O.C.
SEE SECTIONS 115 -4 4 3/6 -1
TB -1
+11'- 111/4
8"
12"
2 -"5
_
2 -"5
03 a 12" O.G.
SEE SECTIONS 116 -4 4 1 /6-5 4 3/5 --1
T5-2
CONT.
SEE SECTION 115 -6
NOT
USED
(421 -0"
$"
1211
2 -S
T15-3
+14'- 111/4"
1211
1211
2 -"5
-
2 -*5
*3 a 12" O.C.
-
T15-4
+4' -111
8"
12"
2 -"5
-
2 -*5
*3 a 121' O.C.
SEE SECTION 1/6 -4
T5-5
NOT USED
TB -6
+3 -6 11
SEE
DETAIL
2 -„5
_
2 -*5
*3 a 1211 O.G.
SEE SECTION
TB -"l
+22' -811
1311
1211
2 -*5
-
2 -*5
*3 * 1211 O.G.
SEE SECTION 1/5 -4
T5-8
+6' -21/4"
13i1
1211
2 -05
-
2 -05
*3 * 1211 O.G.
SEE SECTION 2/5 -5
RTB -1
+23' -011
SIZE
8"
12"
1 2 -"5
-
WIDTH
2 -"5
*3 0 12" O.C.
CONT.
SEE SECTION 115 -6
RT15-2
+221 -011
(421 -0"
$"
1211
2 -S
-
1611
2 -*5
*3 * 12" O.C.
SEE SECTIONS 2/5 -4 4
2/5 -5 4 4/8 --1
SEE SECTIONS 12/6 -5 4 2,3/5 -6 4 1,2,3/5 -1
RT5-3
+23' -0"
16"
8"
1211
2 -05
-
CONT.
2 -*5
03 a 12" O.G.
4 -*5 CONT. 4 "5 a 12" O.G. TRANSV.
-
RT5-4
+11' -O"
2' -0"
8"
1211
Z -"5
-
SEE SECTION 3/5 -5
2 -05
*3 * 12" O.C.
3' -0"
SEE SECTIONS 23/6 -4 4 4/9 -1
4 -05 a 10" O.C. EACH WAY (BOTTOM)
TB -(a
DETAIL
F -4.0
4' -0"
5-4 DETAIL
12"
5 -05 a 12" O.G. EACH WAY (BOTTOM)
(- )3' -8" (FOR C -1)
SEE SECTION 3/5 -4
F -5.0
5' —O"
51 -0"
12"
6 -"5 9 12" O.G. EACH WAY (BOTTOM)
(R r2T "
(FOR ST INT.)
_
F- 3.4X42
11411
4' -2"
12"
*5 a 12" O.G. EACH WAY (BOTTOM)
( -)2' -0"
-
F- 11.0X6.6
11' -O"
6' -r0"
16"
05 a 12" O.G. EACH WAY (BOTTOM)
(42' -0"
SEE SECTION 1 /6 -4
_
101 -011
3
*6
i
*8
04
1211
•
•r
•
*6
2
*8
*4
1211
O
- a1,
1
b
6)
FOOTING SC HEDUL.E
MARK
SIZE
RE INFORGINe
TOP OF
FTC . ELEV.
REMAFKS
LENGTH
WIDTH
TkICKNESS
WF -16
CONT.
16"
12"
2 -05 CONT. 4 *5 * 12" O.G. TRANSV,
(421 -0"
SEE SECTIONS 1 /5 -1 4 415 -6
WF -24
CONT.
24"
1611
3 -*5 CONT. 4 *5 a 12" O.G. TRANSV,
-
SEE SECTIONS 2/5 -4 4
2/5 -5 4 4/8 --1
WF -30
CONT.
30"
16"
4 -*5 CONT. 4 *5 a 12" O.G. TRANSV.
(- )1' -0"
SEE SECTIONS 1,2/8 -5
4 1,2,315 -6 4 1,2,3 /5--1
WF -36
CONT.
36"
12"
4 -*5 CONT. 4 "5 a 12" O.G. TRANSV.
( -)2' -O"
SEE SECTION 2/8 -1
F -2.0
2' -0"
2' -011
1211
3 -05 a 1011 O.G. EACH WAY (BOTTOM)
(44' -0"
SEE SECTION 3/5 -5
F -3.0
3' -0"
3' -0"
12"
4 -05 a 10" O.C. EACH WAY (BOTTOM)
( -)2' -8" (FOR ST EXT.)
(- )4' -0" (FOR MC)
SEE SECTION 1 /5 -1
F -4.0
4' -0"
4' -0"
12"
5 -05 a 12" O.G. EACH WAY (BOTTOM)
(- )3' -8" (FOR C -1)
SEE SECTION 3/5 -4
F -5.0
5' —O"
51 -0"
12"
6 -"5 9 12" O.G. EACH WAY (BOTTOM)
(R r2T "
(FOR ST INT.)
_
F- 3.4X42
3' -4"
4' -2"
12"
*5 a 12" O.G. EACH WAY (BOTTOM)
( -)2' -0"
-
F- 11.0X6.6
11' -O"
6' -r0"
16"
05 a 12" O.G. EACH WAY (BOTTOM)
(42' -0"
SEE SECTION 1 /6 -4
eoLUMN Sc+���uLE
0
COLUMN DETAIL5
21-011
MG
se
ROOF TIE BEAMS
4 BEAMS
LINTEL
ar•r o•r • r rGrr3 w��
• U • V V V v R V W
V i• L • Y U i • f W
li V U C f L N.+V U
Gfv C,ur W • G •WuG U u W
• • • rCf r f
-••• n o s G r••
W G C • • tp 4 r r V V W '
W Y r f tY • V W V
• U • G L V N
ROOF UJ IND �O�SS��•
U'FL IFT�
CONCRETE COLUMN REINFORCING
MARK
SIZE
VERT.
TIES
REMARKS
TC
8 "x12"
4 -*5
0310 8"
-
TC -I
8 "x16"
b -*5
0-319 8"
-
C -1
8 "x16"
6 -*5
"3 + 8"
-
St
4 11x4 "A /4"
-
-
TO BE FILLED WITH GROUT, SEE SECTION 3/5-5
MC
24 "x24"
4 -05
-
SEE SECTION 1/6-1
MCP
16 "x16"
4 -05
-
SEE SECTION 2/5 -1
0
COLUMN DETAIL5
21-011
MG
se
ROOF TIE BEAMS
4 BEAMS
LINTEL
ar•r o•r • r rGrr3 w��
• U • V V V v R V W
V i• L • Y U i • f W
li V U C f L N.+V U
Gfv C,ur W • G •WuG U u W
• • • rCf r f
-••• n o s G r••
W G C • • tp 4 r r V V W '
W Y r f tY • V W V
• U • G L V N
ROOF UJ IND �O�SS��•
U'FL IFT�
ZONE
PSG
1
-553
2
�'.EM,ARKS
INCHES
FT. - IN.
OVERHANG
-112.6
ROOF TIE BEAMS 4 BEAMS REINFORCEMENT
(SEE BEAM SCHEDULE FOR REINFJ
LINTEL REINFORCEMENT
(SEE LINTEL SCHEDULE FOR REINF.)
"� TIPA * F3n ter_
ROOF TIE BEAMS & BEAMS DROP DETAIL
SC: 3/4" = 1' -O"
V •
w u
u u
J MP rii •
D FOPPE D 5E AM SC E D L�L E
MAX.
OVERALL
HEIGHT
MAXIMUM
SPAN LENGTH
INTERMEDIATE
"I" B14RS
50TTOM **
"B" 5 ARS
TIES
�'.EM,ARKS
INCHES
FT. - IN.
QTY *
SIZE
OTY
SIZE
SIZE
SF C-.
16
6' -6"
-
-
2
*6
"3
5"
20
8' -O"
-
-
2
*i
03
6"
24
10' -0"
-
-
2
*8
03
8"
u
28
10' -O"
1
*5
2
*8
*3
10"
32
10' -011
2
*5
2
*8
03
12"
a
36
101 -011
2
*5
2
*8
*3
1211
40
101 -011
3
*6
2
*8
"4
1211
44
101 -011
3
*6
2
*8
04
1211
48
101-011
4
*6
2
*8
*4
1211
* 8EE DROP BEAM NOTE 2. ** SEE DROP BEAM NOTE 3.
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FTNG. BARS
(SEE SCHEDULE)
*5 CORNER BAR
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30" LAP
TYP. "L" WALL FOOTING
INTERSECTION
Q
Q
J
0
TYP "T" WALL FOOTING
INTERSECTION
WALL FOOTING CORNER DETAILS
SG: 1/211 C I' -011
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[late:
Drawn:
Checked: N.C./J.M.R.
Proj. No.:
Cad File:
JOSE M. REQUEJO
FL. RA. 15570