HomeMy WebLinkAboutWTR2702953.96A I B I C D IE F
PIPE STRAP 1 /4" X 2 5 8" BOLT, NUT, &
LO
cV PIPE < 8" DIA. LOCK WASHER
l �
1
N _ PIPE
Lj
3/8" PL. 4" WIDE
PIPE STRAP r- __11 /4
3" STD.STL. +
PIPE, 3,, LON 5/8" THROUGH BOLT
WITH NUT &
LOCK `�!VASHER
g I ( 2 1/2 EXTRA STRONG
CD STEEL PIPE.
LLJ ATTACH DIRECTLY
TO BASE PL. WHEN
11 HEIGHT LESS THAN 9"
PLUS PIPE O.D./2.
MALLEALE
IRON REDUCER
�CID Q - J 3" EXTRA STRONG
� f 4 TACK WEL STEEL PIPE
N ANCHOR BOLTS
_ AT 981 4 WITH LOCK
8 - / WASHERS, DOUBLE
co ROUND CORNE NUTTED AT SLAB
AT EDG BASE PLATE
FLOOR, WALL OR CE G
GROUT OR DRYPACK de °
3/4" MIN., 2" M °I
�
TYP
7
6
G H
PIPE < 8 D 3/8" PLATE DRILLED TO
MATCH FLANGE BOLTS
1 4
f PIPE
5'
1/4 ROUND CORNERS AND
EDGES
2-BOLTS M X
-_ 1-1»
- - 3 8 PLATE,
WIDTH EQUAL TO
PIPE FLANGE O.D.
ROUND CORNERS &
3"STD. STL./4 + EDGES.
PIPE, 3 LONG 5/8 THROUGH BOLT
WITH NUT &
LOCK )HASHER
Ld 2 1 /2 EXTRA STRONG
II z STEEL PIPE.
ATTACH DIRECTLY
TO BASE PL. WHEN
z_ HEIGHT LESS THAN 9"
PLUS PIPE O.D./2.
o MALLEABLE
`oLLJ IRON REDUCER
\ _ T00 TACK WEE 3 EXTRA STRONG
_ 1 /4 STEEL PIPE
`o ROUND CORNE '1 �� ANCHOR BOLTS
AT EDGE WITH LOCK
WASHERS, DOUBLE
NUTTED AT SLAB
FLOOR, WALL OR CE G BASE PLATE
i Q -
GROUT OR DRYPACK
3/4" MIN., 2" MAX.
1 1 /2'
TYP
--1 L M
4
G
4
LENGTH TO SUIT G_
4
4
0 P
3 'ADHESIVE ANCHOR,
WINUT AND LOCKWASHER (TYP.)
FRAMING SUPPORT 10
UNISTRUT SERIES P-5500,
POWER -STRUT �ERI�S PS-150
OR EQUAL AT 5 -0 O.C. MAX.,
UNLESS SHOWN OTHERWISE ON
DRAWINGS.
PIPE CLAMPS POWER -STRUT SERIES 3126
ELCEN FIG. 43, UNISTRUT 2558 OR EQUAL.
WHEN USED WITH PVC, PROVIDE STEEL
SHIELD AROUND PIPE AT CLAMP
WITH LOOSE FIT. g
WHERE LENGTH EXCEEDS 3'-0"
PROVIDE INTEf MEDIATE SUPPORTS
AT MAX. 3 -0 O.C., UNISTRUT NO.
P-5547, POWER -STRUT NO.
PS-2648, OR EQUAL. (TYP.)
8
"Z" FITTING UNISRTUT NO. P-5545
POWER -STRUT NO. P-2601, OR EQUAL
(TYPICAL)
7
-
PIPE SUPPORT PS5 PIPE SUPPORT PS6 PIPE SUPPORT PS7scALE:NONE
SCALE: NONE (SEISMIC RESTRAINT) SCALE: NONE (SEISMIC RESTRAINT) FLUSH MOUNTED PIPE SUPPORT
LOCATION
H (MAX.)
MEMBER
BASE PLATE
ANCHOR BOLT
FLOOR
7-0-3/8
X 9 X 9
4-5 8
CEILING
-
58X9X9
4-34
WALL
I 1-
58X9X9
4-34
LOCATION
H (MAX.)
MEMBER
BASE PLATE
ANCHOR BOLT
FLOOR
3 -0
3 8 X 9 X 9
4-5 8
CEILING
-
5 8 X 9 X 9
4-3 4
WALL
1 -6
5 8 X 9 X 9
4-3/4"
NOTE:
1. ALL COMPONENTS SHALL BE FIBERGLASS FRAMING
WITH STAINLESS STEEL HARDWARE.
(AICKINSTRUT 2000 SERIES, HEAVY DUTY, OR EQUAL.) 16
NOTES:
NOTES:
1. AS AN ALTERNATE IF ADJUSTMENT IS NOT NECESSARY DELETE
PIPE AND REDUCER AND WELD 3 STEEL PIPE DIRECTLY TO
1. AS AN ALTERNATE IF
2 1 2 PIPE AND REDUCER
ADJUSTMENT IS NOT NECESSARY DELETE --
AND WELD 3 STEEL PIPE DIRECTLY TO
"
BOTTOM PIPE STRAP.
3/ PLATE ATTACHED
TO PIPE FLANGE.
2. DO NOT CUT OR WELD AFTER GALVANIZING.
2. DO NOT CUT OR WELD
AFTER GALVANIZING.
3. PIPE SUPPORT MAY BE ORIENTATED IN ANY DIRECTION.
3. PIPE SUPPORT MAY BE
ORIENTATED IN ANY DIRECTION. l
/,
BAR 3/4" x 1/821 a
Q „B„
z »B»
Q »B»
5
a-
RESTING PIPE SUPPORT-
--
(MATERIAL RESOURCES, INC.
u
a
a a.
a a
STANDON MODEL S92, OR EQUAL)
4 4
2"0 STD WT PIPE (12"0)
---
4
-
3»O STD WT PIPE (14"0 &160)
TYPE - A
TYPE - B
TYPE - C
4
1„ MAX. PIPE SIZE a
1„ GROUT (MIN.)
4„0 STD WT PIPE (24"0)
L.R. ELBOW
S.R. ELBOW
HORIZONTAL PIPE
5»0 STD WT PIPE (36"0)
BOLT W/ WASHER
3/8„ DIA. IN SELF -DRILLING
a
a
CONCRETE ANCHOR
PIPE SUPPORT - PS10
� a
Oo 0 00 0 0 00
SCALE: NONE
3
PIPE SUPPORT - P S8
ADHESIVE ANCHOR BOLTS
SUPPORT TO FLOOR. CONFORM TO
MANUFACTURERS REQUIREMENTS &
TYPE A
3
SCALE: NONE DETAIL D, S9.
PIPE CLAMP FOR INDIVIDUAL PIPES PIPE SUPPORT - PS9
NOTES: SCALE: NONE
2
1. WHEN USED WITH PVC, PROVIDE STEEL SHIELD
AROUND PIPE AT CLIP WITH LOOSE FIT.
2. ALL COMPONENTS SHALL BE FIBERGLASS FRAMING
r
WITH STAINLESS STEEL HARDWARE.
(AICKINSTRUT 2000 SERIES, HEAVY DUTY, OR EQUAL.)
0
3. FOR ADDITIONAL PIPE SUPPORT DETAILS
o
SEE SHEETS S13 AND S14.
0
U
W
of
NOM. PIPE
OR ELBOW
STANCHION - STD WT. PIPE
NOMINAL SIZE ("A" DIMENSION)
BASE PL.
"B"
SIZE
1.5
2
2.5
3
4
5
6
8
10
12
14
16
2.5
1.44
2.18
I.,37X6X6
3
1.44
1.94
2.56
.37X8X8
4
1.56
11.94
2.44
3.18
1
1
1
1
.37X8X8
6_
2.50
3
4
5.43
.37X1OX10
8
3.25
4.06
5.06
6.38
.37X1OX10
10
4.18
5.06
6.06
8.56
.50X14X14
12
5.251
6.18
8.18
11.06
.50X18X18
14
6.25
7.12
9
11.63
15.06
1
.50X2OX20
16 16.50
7.56
9.06
11.31
13.9313.06
.50X22X22
18
1
7.621
9.25
11.25
13.5
13.17
18.56
.50X22X22
CONSTRUCTION RECORD DRAWING NOTICE
These record drawings have been prepared based upon information 2
contained in addenda, change orders, or other available
construction information, and information provided by the
Contractor, and by others. HDR has not verified the accuracy or
completeness of the information provided to it and does not
warrant the accuracy or completeness of, these record drawings.
Users of this information shall be solely responsible to verify any
and all information represented herein prior to any such use of
the information.
SURVEYED: - SCALE: AS SHOWN „
3 CITY OF RENTON DATE: 1
° OCTOBER, 2003
1 DESIGNED: AF VERTICAL NAVD 1988 0
ECONOMIC AND ENGINEERING - Planning/Building/Public Works Dept.
� DRAWN: RB ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT NO.
Q
U
SERVICES INC. 3-01-358
M CHECKED: GP Consultants T MAPLEWOOD
APPROVED: - AT FULL SCALE 10900` NE 4TH STREET, REET, SUITE 1110 REVISION No.
32001 32nd Ave. S., Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2
0 2 RECORD DRAWINGS RB 1 /06 �P DATUM
BELLEVUE, WASHINGTON 98004
IF NOT ONE INCH Federal Way, Washington 98001 sHT No.
w
1 ISSUED FOR CONSTRUCTION RB 10/0 AF SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA PIPE SUPPORT DETAILS
Q
NO. REVISION BY DATE APPR NO. No. M29
A B C D E F G H I J K L M N
b 6
20 11
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