HomeMy WebLinkAboutW-04890CSHELL THICKNESS PER
TANK ELEVATION
I TOP PL 1" X 9" X
V4 V
Va
r 0.881" X 20" CONT. ANNULAR PLATE
N
PL Y2" X AS SHOWN 1.25" NON - SHRINK GROUT(12" WIDTH MIN.)
1 /1.25" THICK OILED SAND (MIN.)
i
5/i6 CONT.
3" DIA. A-36 THREADED STEEL I 12" Y4" 3"
RODS, SPACED 2.5' O.C. I CONT.
(60 REQUIRED) V4
&Va"
m
BASE PL .881" (A283C)
PROVIDE: PL Va" (A283C)
1"X 8'/2" X 81/s" PLATE WITH EACH BOLT
i
NOTE:
WELD C8 X 11.5 STRINGER
TANK SHELL SAME AS TO
STIFFNER P WHEN
STIFFNER P IS OMITTED
004r,
�nj'TK- 2�- O489
ANCHOR DETAILS 5
Ti = T2 <1/2„
TYPICAL STAIR DETAIL r,6
1" = V -0" 9 0
.P.
T1
CENTER
ON JOINI
T2
T1 --1/2"
HORIZONTAL SHELL J
11/2" DIA. SCHEDULE 40 ALUMINUM RAIL
RIGIDRAIL OR EQUAL
EXTENDED RAIL MOUNT WITH VINYL ISOLATION
GASKET. RIGIDRAIL VI OR EQUAL.
F.P.
T1
T1 < I/2"
.P.
T1
T1 > 1/2"
VERTICAL SHELL JOINTS
SEE RELIABLE
SHOP DRAWINGS
M F.P.
Va
�CONT MCI 4 STRINGER
1 DIA. G.I. P CONDUIT
X
WITH 6 #12 WIR 'BACKING 11" TACK � BACKING BAAR R
\ I WELD
3-'h" CORNER SIDE MOUNT BRACK SEMBLY
WITH VINYL ISOLATION GASKET
RIGIDRAIL 25-93 -328 OR EQUAL
V4
Y
4.n
� C.
:
�o
1'/2" DIA. SCHEDULE 4Ci ALUMINU
RIGIDRAIL VI OR EQUAL
1'/2" DIA. SCHED 0
ALUMINUM P
RIGIDRAI R EQUAL
TENDED RAIL MOUNT
RIGIDRAIL VI OR EQUAL
&'B TANK SHELL
RY -WELD GRATING OR EQUAL
13/4" X-93/4" X 33" WITH MOUNTING BRACKET
AND TREAD NOSING
CONT MC10 X 8.4 STRINGER
rRINGER
q
1" DIA. G.I. POWER CONDUIT
+ 10' -0" O.C.
WITH 6 #12 WIRE
C8 X 11.5 STRINGER
STIFFNER PLATE - 3A' �Z 9" X 12" -
OMIT AT SHELL THICKNESS OF
' SUPPORT @ + 10' -0" O.C.
.305 AND GREATER
3-1/2" CORNER SIDE MOUNT
BRACKET ASSEMBLY
RIGIDRAIL 25.93 -328 OR EQUAL
TYPICAL STAIR DETAIL r,6
1" = V -0" 9 0
.P.
T1
CENTER
ON JOINI
T2
T1 --1/2"
HORIZONTAL SHELL J
11/2" DIA. SCHEDULE 40 ALUMINUM RAIL
RIGIDRAIL OR EQUAL
EXTENDED RAIL MOUNT WITH VINYL ISOLATION
GASKET. RIGIDRAIL VI OR EQUAL.
F.P.
T1
T1 < I/2"
.P.
T1
T1 > 1/2"
VERTICAL SHELL JOINTS
SEE RELIABLE
SHOP DRAWINGS
M F.P.
Va
�CONT MCI 4 STRINGER
1 DIA. G.I. P CONDUIT
X
WITH 6 #12 WIR 'BACKING 11" TACK � BACKING BAAR R
\ I WELD
3-'h" CORNER SIDE MOUNT BRACK SEMBLY
WITH VINYL ISOLATION GASKET
RIGIDRAIL 25-93 -328 OR EQUAL
V4
Y
4.n
� C.
:
�o
1411 Fourth Ave- Bldg. 1410 Market Street
P.O. Box 1180
Suite �zo Kirkland, Washington 98033
Seattle. WA 981(11 Engineennq 9
ASjLnfjG FS PS (ZOG) 624 -868 7!- (206)827 -6400
�If7RG FM1NFa2S
i<--< F.P.
. BOTTOM PLACE SPLICE
T §FSF TIAIS SHEET.
CAN NOT FINS SIaOP_DRAWINGS.
REV ED TO CC��AJFORM �_
r C NST UETION RECORDS g
REVISIONS BY gppR. DATE
CITY OF RENTON
WEST HILL RESERVOIR
RESERVOIR STRUCTURAL DETAILS
gPPROVFn SCALE DATE SHEET
RHH I SHOWN I JULY 1984 10 OF 12
.3a.3&2 51098.