13-748-045SPAN
REF. TO FLOOR PLAN REF. TO FLOR PLAN
SEE FLOOR LOCATION LOCAoN or cow-, LOAP COW. LOAD TO
PLAN TO PRZAPUCZ MAK SiHEAR PROVOCIE MAX. motlen'm
,UNIFORM LOAD )
4'-O"x4'-O"
COLUMN 15CHEC;>ULF.
5# 5
NOIM.
SEE TYPICAL COLUMN DETAIL FOR ADDITIONAL TIES
F-2
ONE SIDE OF ALL CONCRETE COLUMNS MUST BE OPEN FOR INSPECTION
TRAN5\/ER5E
6# 5
6# 5
TH15 OFFICE) ONE SIDE OF ALL CONC. BEAMS SWDEEP 4 DEEPER WST BE OPEN FOR INSPECTION K/ PLASTIC CHAIRS ON 3 SIDES
F-5
REINFORCEMENT
TIES OR
"1 # 5
MARK
MARK
TYPE
SIZE
OR BASE PLATE
CAP PLATE
R E M A R K 9
100 # (FIVE LOCATIONS)
)Nr-I
STEEL
4" X 4" X 114"
SEE SECTION 615-5
5"X 5" X 516'
100 # (FIVE LOCATIONS)
F-5
V4F-2
545 # (Vio LOCATIONS,)
12 # 6
CAP STEEL COL.
REFER TO
SUPPORTINGS ROOF
E-
STEEL
4" X 4" X 1/4"
w 114" PLATE
SECTION 515--6
TOWER TRUSSES
A20 # (FIVE LOCATIONS)
V,IF-4
46-
REFER TO DETAIL ON 5-1 FOR
loll X 101, x 1/21,
1 1/2"X 516' X12*/12'
FOR 'L'SHAPE CAP 4 BASE
*#
NOTE--,
-JOIST MANUFAC,7LIRE SHALL VESI&N THE
STEEL
5" X Sit X 114"
K 4-514",V X a"
X 5/6'X 1 1/2-L'
PLATE USE 3-3/4"0 X a'
SHALL BE DESIC7NW TO SUPPORT THE CONCiNTRATEIJ-0
m
LOADS NITHOUT THE STIFFENERS
-----m
6'--6"X1O'-O"
LOWS H.S.
SHAPE PLATE
LCW-;; H.S.
CONC.
a X 12
4 # 5
# 5 a W O.C.
REFER TO COLUMN TYPES
U2
12'-O"x12'-O"
CONC.
5 X 24
6# 7
# 5 a 5" O.C.
F--q
I5'-O'x15'-O"
52"
16 # -1
15 # 17
a X 241
F-10
6'-O"xI5'-O"
20"
10 # 6 T 4 5 (O.L)
15 # 5 TOP
CONC.
.24X5
# 6
# 5 6" O•C.
I6 # f7 BOTTOM
F-11
SEE DETAIL
CIONC,
16 X Ic?
8# 6
# 5 a 6" O.C.
ON S-q
I I # *7 50TTOM
CONC.
a X 55
10 # 6
# 5 a 5" O.C.
56"
20 #7 T * 5
26 #7 T 4 5
CONC.
16 X 24
10 #7
# 5 a LV O.C.
14 # 5 TOP
REFER TO DETAIL ON 5--q
CONC.
12" 0
5 # 5
# a 0 61, O.c',
F-14
SEE DETAIL
20"
REFER TO DETAIL ON 5-cl
CONC.
16 X 45
12 # 7
# 5 a 12" O.C.
FOR REINFORCING
F-15
SEE DETAIL
16 X 48/
REFER TO DETAIL ON 5-cl
ON S-cl
FOR REINFORCING
CON C.
45 X 16
16 #q
#5a 120 O.C.
16 *'1 T 4 B
. # I TOP
*j
5000 PSF SOIL
CONC.
-24 X-24
a # c(
# 5 a IV O.C.
�� # BOTTOM
PRESSURE REOld
F-1"7
SEE DETAIL
GONG.
a X 26
6 # &
# 5 a 5" O.C.
ON 5-cl
FOR REINFORCING
CONC..
a X 12
4 #T
# 5 a 6" O.C.
AT PARAI
'ET AALL
REFER TO DETAIL ON 5-1 FOR
STEEL PLACEMENT. 5000 PSF
ON 5-41
a X 54/
4la
i e; BOTTOM
+ 5 # & ADD.
SOIL FRESGURE REO'd
F-ICI
(15)
24"
CONC.
54 X a
11 # &
# 5 0 a" Q.C.
# & 50TTOM
-24 # 6 BOTTOM
PRESSURE REO'd
6X1,61
SEE DETAIL
20"
REFER TO DETAIL ON S-cI
ON 5-q
CONC.
-24 X e>
-7 # &
# 5 a 5" O.C.
F--21
6'-O"xI5'-O*
US
10 # & T 4 5 (0.1-)
CONC.
24 X 52
1 14 # '7
# 5 0 12" O.C.
IW# 6 66ill+6M'
I
PC
REFER TO COLUMN TYPE FOR
'Wit
6# 7 T 4 5
# 5 at 1:20 o.c.
CONC.
SIZE 4 REINFORCING
#.5 a 12" O.C.
TOP STEEL Tk%O LAYERS,
C 0 N C.
115 X 52
to # i
# 5 a 12" O.C.
15
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CONC.
12 X 24
a # b
# 5 a 12" O.C.
IQ
CONC.
16 X 24
6 # '7
# 5 o 12u O.C.
REFER TO COLUMN TYPES
SPAN
REF. TO FLOOR PLAN REF. TO FLOR PLAN
SEE FLOOR LOCATION LOCAoN or cow-, LOAP COW. LOAD TO
PLAN TO PRZAPUCZ MAK SiHEAR PROVOCIE MAX. motlen'm
,UNIFORM LOAD )
PEE FRAMIN& PLAN FOR # OF CONC. LOAD 4 LOCATIOR,
K E STIFFENER UNDER EACH CONCENTRATED LOA-V
4'-O"x4'-O"
1 00TINS, SCHEr;ULE
5# 5
5# 5
F-2
LON(9171)VINAL
TRAN5\/ER5E
6# 5
6# 5
TH15 OFFICE) ONE SIDE OF ALL CONC. BEAMS SWDEEP 4 DEEPER WST BE OPEN FOR INSPECTION K/ PLASTIC CHAIRS ON 3 SIDES
F-5
&'-O"xb'-O"
14"
"1 # 5
REMARK5
MARK
51ZE
4'-O"xI"7'-6"
545 # (SIX LOCATIONS)
REINFORCEMENT
•
100 # (FIVE LOCATIONS)
)Nr-I
16"
+ 545 # CrYiO LOCATIONS,)
ri ife
2 # 5
100 # (FIVE LOCATIONS)
F-5
V4F-2
545 # (Vio LOCATIONS,)
12 # 6
14"
100 # (TV40 LOCATION5)
# 4 a 45" O.C.
E-
C7
Z
14"
4 # 5
VVT,Wkljrj
A20 # (FIVE LOCATIONS)
V,IF-4
46-
REFER TO DETAIL ON 5-1 FOR
14"
4 # 5
# 5 a 120 Q.G.
*#
NOTE--,
-JOIST MANUFAC,7LIRE SHALL VESI&N THE
BAR.JO15T5 FOR MAXIMUt-6,
SHEAR AND
MOMENT FOR RTU/ CU OVER
THE FIRST PANEL. THE
TOP CHORD
SHALL BE DESIC7NW TO SUPPORT THE CONCiNTRATEIJ-0
m
LOADS NITHOUT THE STIFFENERS
-----m
PEE FRAMIN& PLAN FOR # OF CONC. LOAD 4 LOCATIOR,
K E STIFFENER UNDER EACH CONCENTRATED LOA-V
MkNF-I 15" 14" 2 # 5 WA
REFER TO 115-4
E1AF-I 24" 14" 5 # 5 BOTTOM # 4 0.24" Q.C. BOTT. FOR ADDITIONAL
REINFORCIN6
F-I
4'-O"x4'-O"
1 00TINS, SCHEr;ULE
5# 5
5# 5
F-2
LON(9171)VINAL
TRAN5\/ER5E
6# 5
6# 5
TH15 OFFICE) ONE SIDE OF ALL CONC. BEAMS SWDEEP 4 DEEPER WST BE OPEN FOR INSPECTION K/ PLASTIC CHAIRS ON 3 SIDES
F-5
&'-O"xb'-O"
14"
"1 # 5
REMARK5
MARK
51ZE
4'-O"xI"7'-6"
DEPTH
REINFORCEMENT
REINFORCEMENT
5000 PSF SOIL
)Nr-I
16"
14"
2 # 5
WA
F-5
V4F-2
24"
12 # 6
14"
5 # 5
# 4 a 45" O.C.
E-
C7
Z
14"
4 # 5
# 5 a 160 O.C.
c)
V,IF-4
46-
REFER TO DETAIL ON 5-1 FOR
14"
4 # 5
# 5 a 120 Q.G.
*#
MkNF-I 15" 14" 2 # 5 WA
REFER TO 115-4
E1AF-I 24" 14" 5 # 5 BOTTOM # 4 0.24" Q.C. BOTT. FOR ADDITIONAL
REINFORCIN6
F-I
4'-O"x4'-O"
14"
5# 5
5# 5
F-2
5'-O"x5'-O"
14"
6# 5
6# 5
TH15 OFFICE) ONE SIDE OF ALL CONC. BEAMS SWDEEP 4 DEEPER WST BE OPEN FOR INSPECTION K/ PLASTIC CHAIRS ON 3 SIDES
F-5
&'-O"xb'-O"
14"
"1 # 5
-1 # 5
Fri
F-4
4'-O"xI"7'-6"
24"
# 6 TOP
1*7 # 5 TOP
5000 PSF SOIL
R E IN F
it`BOTTOM
PRESSURE REOid
F-5
I's-1191*0
22"
12 # 6
12 # &
Ell VA
E-
C7
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C)
z
E-�
c)
12. # 5.+ 4 # -1 Top
IX
REFER TO DETAIL ON 5-1 FOR
>ti Qc"
10'-O"x26'-O"
56 11
*#
40 #1 T 4 5
STEEL PLACEMENT. 5000 PSF
0
16 Wi d.4 i BOTT.
SOIL PRESSURE REO'd
6'--6"X1O'-O"
20"
6 M# 5 TOP
* 12 # 6 TOP
to
Gi i
Ly
F-a
12'-O"x12'-O"
26"
12 # 7
12 #"T
F--q
I5'-O'x15'-O"
52"
16 # -1
15 # 17
F-10
6'-O"xI5'-O"
20"
10 # 6 T 4 5 (O.L)
15 # 5 TOP
I6 # f7 BOTTOM
F-11
SEE DETAIL
24"
-T TOP
... 10 ..# ......
ICT # STOP
5000 PSF 501L
ON S-q
I I # *7 50TTOM
Pf;ZF-5wpz REO-cf
F-12
W-O"X20'-O"
56"
20 #7 T * 5
26 #7 T 4 5
F-15
to,-O"x2O'--6"
5011
11 # -7 T 4 5
14 # 5 TOP
REFER TO DETAIL ON 5--q
_�4'#* j'66-jyC;M
FOR STEEL PLACEMENT
F-14
SEE DETAIL
20"
REFER TO DETAIL ON 5-cl
ON 5-cl
FOR REINFORCING
F-15
SEE DETAIL
5011
REFER TO DETAIL ON 5-cl
ON S-cl
FOR REINFORCING
F-16
16 *'1 T 4 B
. # I TOP
*j
5000 PSF SOIL
�� # BOTTOM
PRESSURE REOld
F-1"7
SEE DETAIL
-2a"
REFER TO DETAIL ON 5-1
5000 PSF 501L
ON 5-cl
FOR REINFORCING
PRESSURE REO'd
F-15
SEE DETAIL
24"
. # 6 TOP
*6
50#6T45
REFER TO DETAIL ON 5-1 FOR
STEEL PLACEMENT. 5000 PSF
ON 5-41
4la
i e; BOTTOM
+ 5 # & ADD.
SOIL FRESGURE REO'd
F-ICI
4'-O"x20'-O"
24"
5 5 #.& TOP..
.. ....
# 6. Tof.l.
.. .. ..
5000 PSF 501L
# & 50TTOM
-24 # 6 BOTTOM
PRESSURE REO'd
F-20
SEE DETAIL
20"
REFER TO DETAIL ON S-cI
ON 5-q
FOR REINFORCING
F--21
6'-O"xI5'-O*
20"
10 # & T 4 5 (0.1-)
15 * 5 TOP
TOP STEEI— Tk%O LAYERS,
IW# 6 66ill+6M'
I
PC
59-614
'Wit
6# 7 T 4 5
# 5 at 1:20 o.c.
T 4 5 A/ 50"
TOP STEEL Tk%O LAYERS,
rdrajo—Ij
ffmisisj=m
plffdl 12 lew—Am I I --�
NEAL•
CONCRETE
A
I
THE CONC. BEAMS 4
REPORT ANY DISCREPANCY TO
TH15 OFFICE) ONE SIDE OF ALL CONC. BEAMS SWDEEP 4 DEEPER WST BE OPEN FOR INSPECTION K/ PLASTIC CHAIRS ON 3 SIDES
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TOP STEEI— Tk%O LAYERS,
TOP STEEL Tk%O LAYERS,
ImmowAgg
TOP STEEL THREE LAYER-->,
EWA--= WPJQff19mF&JQJ51jQ=WWIvJrA
REFER TOSECTION
FOR ADDITIONAL
REINFORCIN& I 6EOMETR*7'
(SIMILAR)
TOPSTEEL THREE LAYERS,
REFER TO SECTION 10/5-5
FOR ADDITIONAL
REINFORCING, 4 6EOMETRY
IMILAR)
NEAL•
CONCRETE
A
ALL BEAM SIZES YV DOOR 4 KNI;i• lo"ll OPENIN&S PRIOR TO FRAMIN6
THE CONC. BEAMS 4
REPORT ANY DISCREPANCY TO
TH15 OFFICE) ONE SIDE OF ALL CONC. BEAMS SWDEEP 4 DEEPER WST BE OPEN FOR INSPECTION K/ PLASTIC CHAIRS ON 3 SIDES
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5 -11
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REVISION
DATE
DATE
5-22-13
5 -11