1991-03-22_REVISION - M1988112 ‎(23)‎

• Permit No: M1988112
• IBM Index Class Name: Revision
• Doc Date: 3/22/1991
• Doc Name: PIPING SUPPORT STANDARDS AS BUILT PLANS DWG 9023-8-000-01
• Type & Sequence: AM1
• Media Type: M
• Archive: No

I
6
-PIPE SIZE
A
B
C
D
E
F
G
H
I
J
K
LM
0
P
1 1 2" k UNDER
o
z_
w -i
o �
w m
°°
O
0
z_ z_
:2
-J
o
w m
0D
0
M
W -J
o E
w m
mm
1 " SCH. 80
3/8"
6
4
1
112"
- --
3/4!"
1 �r XS
_ —N
1 80
3.16 "
311C
3
_3" 1
3"
_ 2"
1 1/f SCH. 80
_38
. 6"
4"
1"
1 2"
—
--
3 4"
—
1 1 2" XS
t 1/�' SCH_ 80
3rr
4"
2" SCH. 80
318"
6"
4"
1"
1 2"
2" SCH. 40
1 1 It SCH. 80
1"
2" STD.
1 1/2' SCII. 80
3/16"
2" SCH. 80
l 4"
8"
5 1 f
1 I/41
7/8"12"
SCH. 40
1 1 2" SCH. 80
1"
2" STD.
2" SCH. 80
6"
3" SCH. 40
1/47
8"
5 1/2"
1 1/4!
7/8"
3" SCH. 40
2 1 2• SCH. 40
1"
1 3" STD.
2" SCH, 80
3" SCH. 80
3 /16"
4"
6"
5' 1
8°
4» SCH. 40
1/47
8"
5 11f
1 1 4'
7 8"
3" SCH. 40
2 2" SCH. 40
1 31T
_
3" STD
10
4 SCH. 40
1 4
8
5 1 2.
1 1 4
7 8"
4 SCH. 40
"1
3 SCH. 40
1 3 ti
4 STD.
3 SCH. 80
11/4'
1 4"
12"
SCH. 40
1 4"
8"
5 1/f
1 1/f
7/80
4" SCH. 40
3" SCH. 40
1 311r
4" STD.
3" SCH. 80
4
LINE L
L= 15' -0" L
L= 18' -0" L
L= 24' -0" L
L= 30' -0" L
_5"
'
-
--
I
3/ 16" V ( 1
'M' PIPE SIZE
1/4" TYP. - 3/16"
SAME THK.
1 /4"
AS PLATE ANCHOR 20 Q
'L' 0 STUD
W/ 2 HEX NUTS
LJ m
3/16"
'D' PIPE
DRILL HOLE IN
PLATE FOR 'L' SEE ANCHOR
1/4P WEEP PLATE DETAIL
HOLE IN WELD
DO NOT WELD SADDLE
TO PROCESS PIPE
BEING SUPPORTED
a
m
11/4!'
U -BOLT
THIS DRAWING IS THE
PROPERTY OF DENVER
N41NERAL ENGINEERS.INC.
1r,' SUBJECT TO RETURN UPON
IF MAND, AND r Y NOT DE PASSED
ro ANY THIRD pARty; OR USED
nlRr( LY OR INDIRECTLY POR ANY
UIHIR PURPOSE THAN THE
MANUFACTURE OR CONSTRUCTION
�r FO.n PMI "NT: OR IN THE DESIGN
^'I'P INSTAI.IJtTION OF PLANT TO
rinpl_R iv or,,V" MINERAL
.. r. rte.•. •,r
'Q' SADDLE WIDTH
'P' SADDLE LENGTH
�— '0' SADDLE
THICKNESS
'N' PIPE
I
1/4 WEEP HOLE
IN WELD
SEE ANCHOR PLATE DETAIL
PS -4
R' STRUCT. SHAPE
0
1
C - S - 'E' PLATE THICKNESS -_
C 3X5 'H'
t 1 X I/f C 3X5 1%4"
i;4' C 3X5
X 1114, � C 6X 13 __ �--- - - -� --
10 X 1/4'� C 6X13 I ci
8X1 1.5 '1' 0 HOLES FOR ANCHOR
i/4' C 8X1 1.5 �' BOLTS IF REQUIRED
-� 1' H" 'X4'Xllfi' C 8X5 I -
1- — — cn
ANCHOR PLATE DETAIL
2" 3" (NsUl i, ! i ! LIIICKNESS
I
1 /
'R' STRUCT. T—
SHAPE - -- -
1/47
I I
'L' 0 STUD
W/ 2 HEX NUTS I I —� - �i
SAME THK. AS 41
ANCHOR PLATE L
3/16" I
Is— - - -'D P 11 i
-- _ _ T
DRILL HOLE IN - -�
PLATE FOR 'L'
_SEE A'`- ICNC'r
1/4" WEEP __ PLATE: Df- i
HOLE IN WELD
PS - -2
3/16 ".LL \
I
'M' PIPE SIZE - - - - --
I
1/4" WEEP HOLE Q
IN WELD
SEE ANCHOR PLATE DETAIL
I
I
-� 'R' STRUCT. SHAPE
l' -0" MAX.
(TYP.)
U -B0L
OC
v - r1 'J' PIPE
I
Q I I WELD AFTER
J T 41/4" ADJUSTMENT
I
'K' PIPE
1/4" WEEP SEE ANCHOR
HOLE IN WELD PLATE DETAIL
PS -3
U -BOLT
'R' STRUCT. -
SHAPE
SEE ANCH
PLATE DE
PS -6
Ic,
�el /111-, 1 r
T
J_
A =5' A =10' A =6' A =12' A =8' A =12' A =16' A =5' A =10' A =15' A =20' A =5' A- 10';A -1 S'A-20'
2" 1,1/2' 2~
3" .. 3" 2"
I
3" 3" 1 3" 3" 4" 4"
6" 3" 4" 3" 4" 4" 4" 6" 6'r 6" 6"
8" 4" 4" 4" 4" 4" 6" 6" 6" 6" 6" 8"
10" ¢rr 60 4" 6rr 6" 8" 8" 6" 8" 8" 87
12" •.•N 6" 6r1 6" 6" 8rr 8" 6" 8R 8R 10„
14" 6rr 6" 6" 6" 6" 8R 8" 6n 8R 8„ loll 10" 1 0r, Or.
rr 6rr 8" 6" 8" 8" 10" 10" 8" 10" 10" 10" 8" 10" 1 o"
16 1 L,•,
18" 6" 8" 6" 10" 8" 10" 10" 8" 10" 10" 10" 8" 10" 12" 2"
20" qR 8" 8" loll 8" 10" 10" 8" 10" 10" 12" 10" 10" 12"
24° 8" 110" �8" 10" 10" 12" 12" 10" 12" 12" ] -14" 10 "J 12"1 14" 16"
l NOTE: THIS CHART IS BASED ON SINGLE SPAN SPACING AND BARE STD. WEIGHT PIPE FILLED WITH WATER.
DUMMY SUPPORT
- - BOLT CIRCLE
THRU 4" USE Z 2" X 2" K 1/4!'
III I 4" UP USE Z3" X 3" X 1/47
FBI
'S' STRUCT. SHAPE
I -
/ 1114"V
SEE ANCHOR PLATE DETAIL
PS -8
e
rLr
'A'
I -
- I
I _
I
STD. WEIGHT PIPE
- - MAINTAIN
NO P
PITS O
OR U
UNDERCUTTING T
TYP. P
PIPE S
SAMEE3.O,F.',
OF PROCESS P
PIPE S
SUPPORT
9" -�
MINIMUM SIZE REQUIRED
LINE L
L= 15' -0" L
L= 18' -0" L
L= 24' -0" L
L= 30' -0" L
L-= 40' - -0"
l NOTE: THIS CHART IS BASED ON SINGLE SPAN SPACING AND BARE STD. WEIGHT PIPE FILLED WITH WATER.
DUMMY SUPPORT
- - BOLT CIRCLE
THRU 4" USE Z 2" X 2" K 1/4!'
III I 4" UP USE Z3" X 3" X 1/47
FBI
'S' STRUCT. SHAPE
I -
/ 1114"V
SEE ANCHOR PLATE DETAIL
PS -8
GENERAL NOTES:
1. THIS DRAWING NOT TO BE USED FOR A SHOP DRAWING.
2. NO WELDING ALLOWED ON VESSEL AFTER STRESS RELIEVING.
3. MATERIAL FOR PLATES & MEMBERS TO BE ASTM -A36 OR EQUAL.
4. BOLTING TO BE ASTM A -325 OR EQUAL.
5. CHECK ALL LINES FOR PIPE SUPPORTS.
6. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED.
7. USE WELD ROD COMPATABLE TO PIPE AND STRUCTURAL MATERIAL.
Permit Number
Class. OPeamt
_Sedon /E#libit:
AOO�t a $_._._._._._._._._._._.-
Cla,s vision f ,
T/Pe�Seq:
'� - - ! Lr -� ----- - - - - -- -
Class: 0 Repoli 0 Hydro Man I I
.Doc Type__ _.lrr_� O Inswtion _C!{33-8 ------
__O___ -0/
DAppliwtion (Coal Only) 0 Bond E3 Enforcement
RECEI _D
MAR 22199
Recl Mrned Land
amation ,on
PIPING
PIPING SUPPORT STANDARDS
SCALE N.T. S' 1 APPROVED EY r j (� GATE 7 -17-9V 1 RRMfiED U— L 9�
BATTLE MOUNTIAN RESOURCES INC. t
SAN LUIS PROJECT. I
SAN 1_IJI5. CQL0RAQO-
DENVER MINERAL ENGINEf- ,)S
P.O. BOX 3556, LRTLETON, CO. 50161 90 —01
PHONE 303 - 796 -4442 FAX [phone]
IN111�iINiilli�NINIIU�iIWll�il�
0 0 0 1 2 3 0 7
0
e
GENERAL NOTES:
1. THIS DRAWING NOT TO BE USED FOR A SHOP DRAWING.
2. NO WELDING ALLOWED ON VESSEL AFTER STRESS RELIEVING.
3. MATERIAL FOR PLATES & MEMBERS TO BE ASTM -A36 OR EQUAL.
4. BOLTING TO BE ASTM A -325 OR EQUAL.
5. CHECK ALL LINES FOR PIPE SUPPORTS.
6. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED.
7. USE WELD ROD COMPATABLE TO PIPE AND STRUCTURAL MATERIAL.
Permit Number
Class. OPeamt
_Sedon /E#libit:
AOO�t a $_._._._._._._._._._._.-
Cla,s vision f ,
T/Pe�Seq:
'� - - ! Lr -� ----- - - - - -- -
Class: 0 Repoli 0 Hydro Man I I
.Doc Type__ _.lrr_� O Inswtion _C!{33-8 ------
__O___ -0/
DAppliwtion (Coal Only) 0 Bond E3 Enforcement
RECEI _D
MAR 22199
Recl Mrned Land
amation ,on
PIPING
PIPING SUPPORT STANDARDS
SCALE N.T. S' 1 APPROVED EY r j (� GATE 7 -17-9V 1 RRMfiED U— L 9�
BATTLE MOUNTIAN RESOURCES INC. t
SAN LUIS PROJECT. I
SAN 1_IJI5. CQL0RAQO-
DENVER MINERAL ENGINEf- ,)S
P.O. BOX 3556, LRTLETON, CO. 50161 90 —01
PHONE 303 - 796 -4442 FAX [phone]
IN111�iINiilli�NINIIU�iIWll�il�
0 0 0 1 2 3 0 7
0