02-509-1002'4 T45
/---136* WOOKS
SLAB DEPTH -3'
TIES • V or -
FLOOR s L 16 TIES 3' or- L
•.`` ROOF SLAB i
8' WOOK5 I I
a a TdS BARS I I
3•: s r- ( ( DISCONT. REMF.
I I AT DISCONT. END - TYP.
104 CONT. t3'# PVC OPENING
AT EDGE T EACH VERTICAL RENF. I I
WATERPROOFING ILL GAP -MAX. fi=' WITH I I
NON-SHRW GROUT
TYR WALL REINFORCING DETAIL
EXTERIOR COLUMN
NOTE: FOR =UI" NS III
INCLUDMCs ROOF.
INTERIOR COLUMN
ACING DETAIL5
THUS (o) ON FLOOR PLANS
137' WOO"
SLAB DEPTH -3'
SECTION 5C. 1/4' = 1'-0'
1/5-3.3
8' NON BEARINGS CMU.
' MAX. DEFLECTION OF CABLES
I
9 `t WEDGE TYPE ANCWORS
AT END COLS. W/ 150 PVC
- SLEEVE AT INTERMEDIATE
COLS.
.-*- 1'200 GALV. PRESTRESSING STRAND
�t W/ A MIN. 5REAKIN53 STREGTI-I OF
38,200 be. ZNC COATING SHALL
`t BE CLASS 'A' AS DESIGNATED IN
ASTM A-415.
� I
FLOOR LINE
8'
dD isD
4' MIN. I
BARRIER CABLE DETAIL
POST TENSION ENGINEER TO SUBMIT CALCULATIONS FOR
BARRIER CABLE W/ STRESSING PROSEDURE.
END COLS. TO BE MIN. DEPTH OF 24' W/ 04 TIES *4'oz. -FULL LENGTH.
6'
a�G1 OR p
��v �,� 4 ►Cq Tc�. �
XIT ;y
z.,, .�.
REVISIONS
BY
MOW FOR PEP"T
D2/2a/02
I 04-16-02
SVP
OLD& DEPARTTIENT
GOt
NTS 11-18-02
6VP
or
ao
o�
.
-c
o
03
10
v
ov
o'.
o
Z
Z
W
3s
•�
w
pC
0
.0
Q LL
o
J
W Q w
C
3 <'
°U'
a.
''
t
u- W
°
`
CL
�
OcVo
lccc==
C3
P
jt
M
W 0
z
�L
i�
u°
o•
L
LN
�D
010
Z_•
Z
N`
�Or
t
L0
ao
'►r
O�
a
IV c
]� C
0°2:
rc
ame�
01
®co
n5
0o3
v m
N % cf)
N �
_v
N
N
[L.
cD Q
Oz
cc(
f) w �
O
o o u-
0
o(l) O - „ m
ac cq N c N
tL�mNND
Q Q N N u
COO()Lri ' 8
00
3 �0�
W J >
:nz QWo
-Q� o
n�(w
• �' • E'l'i
t�
DRAWN
CHECKED
DATE 02/02
SCALE AS SHOWN
JOB NO. asa
SHEET
S-3.3
OF SHEETS