HomeMy WebLinkAboutD-337515I
ti
M
M
a
a ~
z V
W
w 0 'o
a �
n
III—
Z
2
W
0
w
a
W
II—
V)
0
I.-
Z
W
Z
W
J
CL
i
L 3x303/8
%x6 WELDED STUD
BEYOND ® 12" OC
#5 ® 12 "D
ROUGHEN JOINT
6"
GALV GRATING L 3x3x3/8
%x6 WELDED STUD
174 #5 ® 12 "-\
ROUGHEN JOINT
/ b \ 3
\ \ • • `-i "DIA HOLE
W / #5 x 2'-0" \ i
LONG REBAR THRU
8
® 12"
8
r L=1-077
cO (AS -8LT) 14.4
� EL=
CD
Q
/ \ 1
I I -I-I-
� D II
66
N
3
SEE DT2 FOR
REINGFORCEMENT
AROUND OPNG
TYP ® ALL OPNGS
i
I
I
�— 1' -0" -
4) #5
SECTION n
3/8 " =1' -0" DT1
FA ril F. We ::. F5
EXT PAST OPNG IS
NOT POSSIBLE, TYP
4 - #5 TRIM BARS EACH
LAYER OF REINF EXTEND
2' -0" PAST INTERSECTION
WALL OR SLAB- -
12" MIN TO BE REINF
SMALLER OPENINGS
USE STEEL SLEEVE
1/2 REINF TERMINATED
AT OPENING. 2 BAR
MINIMUM EA SIDE
2" CL FROM OPNG
WALL OR SLAB REINF
TERMINATED AT OPNG -
REINF AROUND OPENING
DETAIL �1
NO SCALE TYP
EL =2.7 -& 27.4:5 (a5- Ovlt -'T)
36 "DIA SO
- - - - -�r EL= 971x&605 -StT)
EL = 14.5, (A5 -GLr,)
36 "DIA HOPE IE =18.09
TYP 4 PCLS
OPTIONAL CORNER
BAR IF MAIN BARS
NOT BENT AROUND
CORNERS —\
L1
L1 4 L1 4
DETAIL
n
DETAIL /1�
1
1/2 " =1' -0"
DT1
1 1/2 " =1' -0" DT1
(3)
#5 ® 3"
L2/4.
STANDARD HOOK
2" CLR FROM
OPENING
NP EA SIDE
OF PIPE
#5 ® 8" EW
:29 fr 27. ws (as -oul Lr
��7\\/�/ \ \7
---- - -
- - -� --
- I
- - - -- 1C
- - - -� - - - - -�
-� --- -� - - --
r L=1-077
cO (AS -8LT) 14.4
� EL=
CD
Q
/ \ 1
I I -I-I-
� D II
66
N
3
SEE DT2 FOR
REINGFORCEMENT
AROUND OPNG
TYP ® ALL OPNGS
i
I
I
�— 1' -0" -
4) #5
SECTION n
3/8 " =1' -0" DT1
FA ril F. We ::. F5
EXT PAST OPNG IS
NOT POSSIBLE, TYP
4 - #5 TRIM BARS EACH
LAYER OF REINF EXTEND
2' -0" PAST INTERSECTION
WALL OR SLAB- -
12" MIN TO BE REINF
SMALLER OPENINGS
USE STEEL SLEEVE
1/2 REINF TERMINATED
AT OPENING. 2 BAR
MINIMUM EA SIDE
2" CL FROM OPNG
WALL OR SLAB REINF
TERMINATED AT OPNG -
REINF AROUND OPENING
DETAIL �1
NO SCALE TYP
EL =2.7 -& 27.4:5 (a5- Ovlt -'T)
36 "DIA SO
- - - - -�r EL= 971x&605 -StT)
EL = 14.5, (A5 -GLr,)
36 "DIA HOPE IE =18.09
TYP 4 PCLS
OPTIONAL CORNER
BAR IF MAIN BARS
NOT BENT AROUND
CORNERS —\
L1
L1 4 L1 4
a
J
J
J
STANDARD
HOOK
Lt 4
TO MATCH REINFORCEMENT
1 - #6 a
2 - #6
i
L2
L2 4
SPLICE
_
LENGTH
HORIZONTAL CORNER BARS
OF SAME SIZE AND SPACING
TO MATCH REINFORCEMENT
OF THINNER WALL
L2/4.
STANDARD HOOK
STD HOOK IF
OTHER CORNER
BAR EXTENDED
L/4 OR CONT
PLACE VERTICAL REINFORCEMENT L UNLESS OTHERWISE NOTED, VERTICAL CORNER
OUTSIDE EXCEPT AS OTHERWISE BARS SHALL BE THE SAME SIZE TABULATED FOR
SHOWN OR NOTED MIN WALL REINF FOR THE THICKER WALL
NOTES:
1. SEE SCHEDULE OR PLANS FOR REINFORCING REQUIRED. ALL BARS SHALL BE CONTINUOUS
OR LAP SPLICE.
2. L/4 SHALL NOT BE LESS THAN SPLICE LENGTH.
3. SPLICE LENTHS AND BENDS AS NOTED ON GENERAL NOTES OR ON PLANS.
STANDARD CORNER REINFQRCEMENT
DETAIL ia1
NO SCALE DT1
D- 331515
j AS -i' vivr
® .BLENDED FOR APPROVpI "i rro.aoNEw wn ieaajl..1 CITY OF .� N. As sHOwN �, RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08
Bye
---------------- _ Date,___ R. HERMES REX`XtlN
By, ---------------- Date1___ a"w" J. LUND =� RENTON OUTLET STRUCTURE `""
1231 FRYAR AVENUE ^^ ONE I N � mmw NO:
EUMNER,WM IN 883.0 Dyi_____ ___ Datr'1 ,;______. cxEa AT Nu swe� DATDM DT2
T. 233.863,5128 F. x63.663....86 Lb6 Planning /Building /Public Works Dept. DETAILS AND SECTIONS
IF A ONE INCH
w"w verem "w.com
By ----------------- Date! -------- NO. REVISION BY DATE APPR wr6wm: 3 ALC0R MLT sxECi: or:
.�o$iPZT3 16 20
D- 3371516