05-437-017BEAM SCHEDULE
MARK
ELEV.
SIZE
REINFORCEMENT TIES b No.3 U.O.N.
REMARKS
BOTT.
TOP
„C"
,�E"
Plitt
E.F.
NO.
SPACING "E E"
N
SIZ
N
SIZ
B -I
«I0' -II'
8' X 36'
2
%
2
-,
#5 ®14" EA. FACE
#6 @14" EA. FACE
- - - --
*3
s 12' T14F4=T
c
5 -2
+10' -II'
24' X 22'
2
%
3
ri
W
o_
63
s 8' THRLIOIJT
ARCHED BEAM
5 -3
+10-II'
24' X 22'
3
%
2
e3
s 8' THRUOUT
ARCHED BEAM
5 -4
+10-11'
8' X 20'
2
5
2
5
C>
zl
03
s 8' THRUOUT
F— N
Co
5 -5
+II' -2'
8'X 34'
2
5
215
C)
Z�
2 5
e3
s 8' THRl=T
5 -6
+13' -9'
8' X 30'
2
%
2
03
s 12' THRUOUT
AfeCHEO BEAM
5 -1
+10-11'
8'X 28'
2
%
2
rb
3
s 12' THF4=T
ARCHED 5EAM
5 -8
+II' -2'
8' X 42'
2
01
2
V3
012' THRIJOUT
ARCHED BEAM
5 -9
SEE SECT.
IS' X 30'
3
5
365
63
012' THRI=T
ARCHED BEAM
R13-1
+20' -8'
8'X IS'
2
%
2
%
03
s 8' THRI10l1T
ARCHED BEAM
R15-2
+10' -8'
8'X 28'
2
X16
2
%
e3
is 8' THF4=T
ARCHED BEAM
TB
VARIES
8' X 12'
2
5
2
5
03 624'THRU
TB -I
VARIES
8'X I6'
2
5
2
5
03 812'THF41
T13-2
VARIES
8'X 36'
2
%
2
X16
#3 0127141W
PROVIDE 24 BAR DIA. MIN.
OR TERMINATE ENDS IN
STANDARD 90 HOOK OR SEMI-
CIRCULAR HOOK.
2" CL.
0.25 L 0.30 L
"E" BARS 04
J
6' MIN. V
N
ALL REINF. STEEL IN SAME
LAYER UNLESS OTHERWISE
NOTED.
L1
"C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO
ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS
SCHEDULED SHALL BE USED.
TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE
1/3 OF SPANS WHERE REQUIRED.
,, 0.30 L ,. 0.30 L ,.
ja�mm
NOTES:
1. "L" INDICATES THE LARGER OF ADJACENT SPANS.
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP.
TYPICAL BEAM REINF. FILM= DIAGRAM
N. T. S.
36 DIA
LAP
J
V
(V
STIRRUP SPACING AS
SCHEDULED.
FIRST STIRRUP SPACED
FROM FACE OF SUPPORT.
L2
INTERMEDIATE BEAM REINF.
BEAM DEPTH
BEAMS 8" WIDE
BEAMS 9" TO 14"
BEAMS 15" TO 18"
OVER 18"
UP TO 24"
NONE
NONE
NONE
NONE
25" TO 36"
2 #3 EA. FACE
2 #4 EA. FACE
2 #5 EA. FACE
2 #6 EA. FACE
37" TO 54"
2 #4 EA. FACE
2 #5 EA. FACE
3 #5 EA. FACE
3 #6 EA. FACE
55" & OVER
#4 ®20" EA. FACE
#5 @18" EA. FACE
#5 ®14" EA. FACE
#6 @14" EA. FACE
E: \0509N$bud\S-5Awp, 4/8/2005 7.25:20 AM
MIN. I, 6' 1, 1, 6' I, MIN.
0.30 L
L3
SEE PLAN
FOR BAR
ARCHED BEAM DETAIL
N.T.S.
2 •5 ADD. (TYP)
TIE BEAM REIN. STEEL.
20 DIA. MIN. OR
TERMINATE WITH
A STD. 90' HOOK
11 A III III -- - -
LOCATION AS sFM ON PLAN
W/ 2 -16d COMMONS NAIL EA TRUSS
TYPICAL TRUSS BRACING
11E BEAM DROP DETAIL
N.T.S.
CELLS
E
20 DIA. MIN. OR
TERMINATE WITH
A STD. 90' HOOK
DOWEL UPPER BAR
roy
TIES
1 1/2- CLEAR
SECTION A —A
REINF.
2 CELLS ADJACENT W/ 2 %
FTO WALL OPENING LLOX
.o
LOWER BAR -- ji UPPER BAR
A--- TIES
11 1/2" CLEAR
SECTION D—D
TYPICAL COLUMN SPLICE DETAIL
N. T. S.
SEE PLAN
Q0 Ln
CIA r4-
a-
FOR BAR SIZE
°w
M I
CFILL
THREE CELLS
M N
72
a
INTER1Aac BLOCK
COURSES(TYPJ
11E BEAM DROP DETAIL
N.T.S.
CELLS
E
20 DIA. MIN. OR
TERMINATE WITH
A STD. 90' HOOK
DOWEL UPPER BAR
roy
TIES
1 1/2- CLEAR
SECTION A —A
REINF.
2 CELLS ADJACENT W/ 2 %
FTO WALL OPENING LLOX
.o
LOWER BAR -- ji UPPER BAR
A--- TIES
11 1/2" CLEAR
SECTION D—D
TYPICAL COLUMN SPLICE DETAIL
N. T. S.
CORNER IDETAIWJALL INTERSECTIO
11FOill0
END WALL
X00 �
Em—
TYPICAL WALL
ALL OFENIN
SIDEOF COLIM (EVERY OT14ER
COURSE MIN)
(CORNER WITS
F'ER' IWW EVERY C%IER COURSE)
CSC
TIE COL.
SEE SCHED.
TIE COLUMN DE-TAIL
>`
313 83 0
SLOPE 1 TO 6
MAXIMUM
%DDITIONAL #3 TIE
4 ® 3 ")
PIES (AS SCHEDULED)
I V I V V CONSULTING ENGINEERS
CA. Nx 26217
16581 SW 64TH TER.
IMNA, FLORIDA 33193
Tel. 786.338.1082
Fox 954.4412444
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SEE SCHED.
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313 83 0
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MAXIMUM
%DDITIONAL #3 TIE
4 ® 3 ")
PIES (AS SCHEDULED)
I V I V V CONSULTING ENGINEERS
CA. Nx 26217
16581 SW 64TH TER.
IMNA, FLORIDA 33193
Tel. 786.338.1082
Fox 954.4412444
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DRAIIN
E.1[.R.
CHECKED
E.A.C.
DATE
DEC. 21 "04
SCALE
SHOIFN
JOB No.
04 -1221
SHEET
S -5
OF 9 SHEETS