ML20195F331
| ML20195F331 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 02/06/1980 |
| From: | BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML20195F283 | List:
|
| References | |
| FOIA-85-59 CP-CPM-6.9F-S01, CP-CPM-6.9F-S1, NUDOCS 8606120075 | |
| Download: ML20195F331 (7) | |
Text
-.. -
L t
BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE x
JOB 35-1195 CP-CPM 6.9F 0
2-6-80 1 Of 4 SUPPLEMENT 6.9F-I DIMENSIONAL TOLERANCES FOR FABRICATION / INSTALLATION OF COMPONENT SUPPORTS A.
Fabrication Tolerances Below listed tolerances are to be used unless otherwise speci-fied on the drawing or applicable specifications.
DESCRIPTION TOLERANCES 1.
Length Support (except rods) up to 12" 1/8" Support (except rods) over 12" k"
Rods t
, -k" 2.
Angular Assemblies 2 2* of the speci-fied angle or see Table 6.9F-I 3.
Plate Sauareness Up to 6" (inclusive) 1/16" Up to 9" (inclusive) 3/32"
- 1/8" Up to 12" (inclusive)
Up to 15" (inclusive) 5/32" For each increase of up to 3" in the plate size, the tolerance limits increase by 1/32".
- 4.
Straightness of Beams and Columns Up to 10' Length (L) inclusive 1/8" (L) greater than 10' but less than 20'
- k" (L) greater than 20' but less than 30' 3/8" For each incremental increase up to 10', the tolerance increases by 1/8".
- 5.
Camber of Beans & Columns k"
- 6.
Flange to Web Offset of Beans & Girders 8606120075 860512 I
PDR FOIA CARDE85-59 PDR 5 00 E
EU s
b BROWN & ROOT, INC.
REVISION DATE PAGE ISSUE CPSES NUMBER JCB 35-1195 CP-CRi 6.9F 0
2-6-80 2 Of 4 SUPPLEMENT 6.9F-I j.
- 7. Web Flatness (To be measured between stiffeners, if applicable, or in the length equal to web depth.)
DEPTH OF BEAM 3"
1/32" 6"
1/16" 9"
3/32" For each increase in web depth, increase the tolerance by 1/32".
- 8.
Warpage & Tilt of Flange 1/8" Max.
~
- 9.
Depth of Beans or Girders Up to 6' 3/16" Over 6' 5/16"
- 10. Plate Flatness Dimensions up to 12" (inclusive) 1/8" Dimensions over 12" up to 24" (incluselve) k" Dimensions greater than 24" 3/8"
- 11. Holes (other than pin holes)
Size (dia.)
1/16" 1/8" Centerline location
- 12. Clamps Inside dia. of clamps us i: 46 1/8" Inside dia, above 4" up t I?*
- b" 0
Inside dia over 12" 3/8" 0 l'
- 13. General Machining-(Unless otherwise specified)
Fraction dimensions 1/32" Decimal dimensions
- .010"
- Tolerances apply to site fabricated components only.
=
r 3-r-
-W,
- FY
CPM 6.9F, Revision 0, CN04 Sheet 5 of 8 BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE
^
JOB 35-1195 Supplement 6.9F-I CP-CPM 6.9F 0
02-06-80 3 of 4 B.
Installation Tolerances Below listed tolerances are to be utilized unless otherwise speci-fied on the drawing or applicable specifications.
Component Support Nechanical Inspection Cards nay be utilized for documenting ASME l
III inspections.
DESCRIPTION TOLEPANCE 1.
Colunn Line Location & Plumbness A.
Dead Wt. Supports Axial (pipe) 12"
~
Plumbness 2' or See Table 6.9F-I B.
Seismic Restraints, Anchors, Guides, Etc.
^-
Pipe wall thickness (t) = k" 2-b" Pipe wall thickness (t) = 3/8" 2-3/4" Pipe wall thickness (t) = b" 3"
In general, for each 1/8 inch change in pipe wall thickness, the tolerance increases by k inch.
C.
Attachments to Structural Steel Members From Centerline of the reaction member 2"
(If specific location is not specified in the drawing, it shall be considered from the centerline of the member.)
Plumbness 2* or See Table 6.9F-I (If attachment is not to the centerline of the reaction membe r. )
NOTE:
When more than one direction plane is in-volved, the resultant value shall not exceed the allowable tolerances.
2.
Elevation 2 '#
CPM 6.9F, Revision 0, CN#4 8/5/80 Sheet 5 of 8
-m
CPM 6.9F, Revision 0, CNO 4 Sheet 6 of 8 BROWN & RCOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 p
~
Supplement 6.9F-I CP-CPM 6.9F 0
02-06-80 4 of a
'~
3.
Levelness Attacherent for sliding supports, 1/16" Max. in.
anchor bases, floor stands, etc.
every 12" 4.
Cotter pins should be fully opened to the extent that they cannot become dislodged from the pin or bolt they are se-curing, and such that they do not present a hazard to per-sonnel.
See Example:
EXAMPLE (I
(
( ) ---
I O
5.
Cotter pins shall be the maximum size the cotter pin hole will pemit.
6.
Clearances for seismic restraints to allow for radial pipe f
expansion shall be a maxinun 1/16 inch on three sides with 3
the pipe supported as shown on the drawing.
7.
Piping Clearances A minimum 2-inch clearance shall be naintained, including pipe insulation, with respect to other piping when instal-ling piping according to design locations.
CPM 6.9F, Revision 0, CNil 4 8/5/80 Sheet 6 of 8 E
F01A-85-59 gQ ISSUE BROWN & ROOT, INC.
REVISION DATE PAGE CPSES NUMBER JOB 35-1195 CP-CPM 6.9F 0
2-6-80 1 of 1 FIGURE 6.9F-1 COMPONENT SUPPORT MECHANICAL INSPECTIONS U
ll l I I
I I
I i l ll l El i I i !
l
[-
l.
i
) i_j i l._:
1i i i i
l I
i ii
'l n.e h= I E!
Ii l i
)
i l l l1 I s.a d
l _
t i I l l
_.[
l I
i l l1 1 o
j, 4
Il !
I i
i ! II i j 5 25 1 I i'.!..M' I I l l l
l l
l l
l 1 Il.
9 v.
3
=
-e c.:
M ll l 1 l
l l
l l.!l
- 3..','
0"22 C. I.
O
.,S, g
e
~
C O=
~~
.e
^
9
-3 ue a
u.-
2 3..
L
-a ea l,.]
i o
u
-n J,
D, c
-e l
l ll'l S3 b
l~*
l
-i
.. t'
=;;
s ii%i l iI l
l l
l 1 I l i
'fi y 5
\\ el l l ll
[_'
I l
l l I ll 5 i.5 3 as i ad.; la
=
L3 c.
-2 sir 3
- 6. e*-
w
,.s
.2.
o c
o
.v O,.
'".i L.
3 >.
$.0 $:
B,4l.'. *
- 6 s.%.
W.~ 1
- 3 r e.
w
%2923 3T c,;)
. i 61
? > 2., ? 42 dO lz,_!
l ;1 ll l
l l
I l ll l
- ?. u ' e '; ;
sm
'.<'l ll l l l
l l
l l I !,
l
- 3 "' 3 -3 z
-o
' r.
C Oj e_
l
!k
'. 5$ Nk b
' C-l-
3 ;. ;.. " av y
I.a 0
- ~.,'
I
' l f- ] Gq i
i l
... =
I
=4
- =
s' 4
- g. 2 2,
j E
l *:;
7
.r2 s..
. l_s
[
3
~ ~~.;'
43 C 0 l
>6
=.
e o -
I
't.: I
..* ;;.. l'..7^
5
- ,4, w
= 1.- ! S i -..: } ~. I 7 c" -J r ': ??
1 :. 5 3
3-5
. :]. q -
,3..
F. 6 e e
e
.i o
- e. n o;
0.s = + -. 'i t t '.
'J a2
-'. "n, l ~ i b t.! :. 0
' ; 't_.
a.;
2,
- -: 10
=s o
s e., -
- e
~
N 3 5 ) -: > 3 I ~-
E '. ' ^ CL n
~p'4 "
<3 k
,. ~ _ ". - -,
j
- 3 l l '.._= !.
o' :. - 'c'a
\\*
$.- 2' 3 3,
o a
c.-
!o -d, ':;i v 3.
c,
_': l
~d !
3:5 v.3., i.... w.:.,. l ;.e.
.o... !
, =;,,"..t-
.-e.- '.
C I
, t :. l
~.a.:. :-
e l
=..
,, ?...
. < - - - g _ ;..,.-
- t...
- 9. ;.
a h ! :' !, 9 h l~}. 'S l '~. Ih; t h 5 y 5 $ ;;jl. ! j h b :;.'."-
.i.
i.:.
-i
.a 3 li:3 a! 2 0.2 00 2 %; 2!5;;i
- .;.a A2 ' u '.'.:
1
'.!. } 3' t.2r.l 0,t ! --
I c I :- a.-J 3 ' 5 l
i O ! u: i. - t.;.! s '. '-
c i T..:
I 1
s.l s '.
i _,
2 s i t.
- s. t.!
2 i
. 1 l
l e.,
Ii.-5 b-l l
e i
[ 3:
,~
m l
,.. =
l-i ie!;
i
~-
l
PROCEDURE ISSUE REVISION PAGE BROWN & ROOT, INC, NUMBER DATE CPSES CP-CPtt 6.9F 0
2-6-80 1 of 1 TABLE 6.9F-1 EQUIVALENT LINEAR DIMENSIONAL TOLERANCES FOR ANGULAR ASSEMBLIES X
Up to Increment L
6" 6"+ to 12" 12"+- to 18" 18"+ to 24" 24"+ to 30" of 6" 6"+
1 1/4" t 5/16"
& 3/8"
+ 7/16" 1 1/2" Increase 6"+
in to 1 1/2" 1 5/8" 1 3/4" 17/8" 11" Tolerance 24" by 24" Up
+1"
+ l-1/4" 1 1-1/2" 11-3/4" 1 2" i 1/16" Deviation "D" F0lA-85-5S 6f60 m
j
I BROWN & ROOT, INC.
PROCEDURE ISSUE i
CPSES NUMBER REVISION DATE PAGE JOB 35-1195 i
CP-CPM 6.9F 0
02-06-80 1 of 9 TITLE:
ORIGINATOR: -
[-
J//MS
//
.. d
,Y APPEDkF)
.I
._ REVIEWED BY
'/
Ofif FABRICATION AND INSTALLATION OF S/g APPROVED BY COMPONENT SUPPORTS
'l f
w
/ ?,
Ocn "I g
0.i TABLE OF CONTENTS cN f
1.0 INTRODUCTION
B[d'f3 k },f h
.f Ded"1 2.0 GENERAL
,g 2.1 APPROVAL AUTHORITY 2.2 RESPONSIBILITY j
3.0 PROCEDURE FOR THE FABRICATION AND INSTALLATION OF COMPONENT SUPPORTS 3.1 TRAVELER CONTROL 3.1.1 Hanger Packages for Class 2 and 3 Component Supports !
3.2 REVIEW 0F THE STP Lt 3.3 COMPONENT SUPPORTS - GENERAL REQUIREMENTS 3.3.1 Base Plates 3.3.2 Lost and Damaged Material 3.3.3 Additional Requirements 3.4 MATERIAL SALVAGING o.ii TABLES 6.9 F-I Equivalent Linear Dimensional Tolerances for Angular Assemblies o.iii FIGURES 6.9 F-I Component Support Mechanical Inspections o.iv SUPPLEMENTS 6.9 F-I Dimensional Tolerances for Fabrication / Installation of Component Supports l
6.9 F-II Base Plate Installation Guidelines
..