ML20210G875
| ML20210G875 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 10/10/1986 |
| From: | EVALUATION RESEARCH CORP. |
| To: | |
| Shared Package | |
| ML20210F162 | List:
|
| References | |
| QI-058, QI-58, NUDOCS 8702110342 | |
| Download: ML20210G875 (94) | |
Text
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,7 GI EVALUATION RESEARCH CORPORATION COMANCHE PEAK RESPONSE TEAM QUALITY INSTRUCTION FOR ISSUE-EPECIFIC' ACTION PLAN VII.b.3 INSTRUCTION NO.t QI-058 REVISION NO.t 3
ISSUE DATE:
10-10-86 O
REINSPECTION OF PIPE SUPPORTS TRT ISSUES - 42 PIPE SUPPORTS f fr'C4C/ { < M Dater /O-/O"85 Prepared byt F Issue Coordinator MA Approved by
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_N Dater /#"/#-86 Hafdiare Supervisor
/d-/4"d[
Approved by:
Datet On-Site'QARpsentative
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Approved byt
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Dater
/0!/ o [$'b QA/QC Revlew Team Lea (er'
/
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0702110342 870126 PDR ADOCK 05000445 A
PDR a
QI-058 Rev. 3 1.0 PL'RPOSE This procedure provides the methods and requirements for the visual reinspection of pipe supports by the QA/QC Inspection Team for the purpose of verifying the deficiencies identified by the Technical Review Team (TRT) as a result of their inspection of 42 specific pipe supports.
2.0 APPLICABILITY This procedure is applicable to the 42 pipe supports identified on page 2 of the population items list "TRT Issues - 42 Pipe Supports".
3.0 REFERENCES
3.1 Memo QA/QC-RT-3814, to M. Obert, delineating documentation used in the development of this instruction including'opecific sources for attributes.
3.2 CPP-009, " Performance of Reinspection and Documentation.
Reviews."
4.0 CENERAL 4.1 Responsibilities
/
QA/QC Inspectors shall perform a visual reinspection /
verification in accordance with this thstruction and Ro hrence 3.2.
All findings shall be documented on the checklist or supplemental remarks.
4.1.1 QA/QC Discipline Engineers The QA/QC Discipline Engineers prepare the inspection procedure delineating reinspection requirements and j
attributes.
c 4.1.2 QA/QC Inspectors QA/QC Inspectors perform documentation review in accordance with this quality instruction and record l
results and deviations.
t 4.2 Policy Activities performed under this procedure shall conform to the I
policies contained in the latest Couwnche Peak Response Team Program Plan and Issue-Specific Action Plan VII.b.3.
'O
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2 s
i QI-058
-i s
Rev. 3 5.0' INSTRUCTION (Notes 18, 19, 20, 21, 22)
The Inspector will use the Reinspection Checklist (Attachment 6.1) to document Inspection Results in accordance with CPP-009.
5.1 Support Identification 5.1.1 Verify that the support is permanently marked with the mark number. The Identification may be die-stamped, vibro etched or on a nameplate which is securely fastened to the support structure, j
5.1.2 Verify that the installed support components, mark number and general configuration are the same as shown on the design drawings (DWG) or component modification card (CMC). Detail dimensional' checks are not a requirement for support identification purposes, however, they may be checked to the extent necessary to identify the support.
5.2.Confisuration (Note 5) i 5.2.1 Components - Verify that all installed components are the same as those listed in the Bill of Materials on the design drawings (DWG) or component modification card (CMC).
Standard catalog items can be verified by checking actual nominal dimensions against dimensions given on the typical inspection drawings (Attachment 6.17).
Springs, struts and snubbers shall be verified by checking the model no./ catalog code against the Bill of Materials on the DWG/ CMC.
Structural components shall be verified by checking the appropriate nominal dimensions.
ITT Grinnell components in Unit 1 and Comunon can be verified by checking actual nominal' dimensions against dimensions given in.18.
5.2.2 Materials - Record the item number, description, and appropriate identification (i.e., heat number or vendors unique identifier) on Attachment 6.2.
Items with no identification or identification not distinguishable shall be clearly indicated on O
documentation review only..2.
This information is required for 3
2
1
)
5 QI-058 s _.F Rev. 3 i
,5.0" INSTRUCTION (Cont'd) 5.2 Configuration (Cont'd) s'
}
5.2.3 Orientation - Verify that the support orientatiod is in accordance with the design drawing / component i
s modification card (DWG/ CMC) and hanger location drawing 3
(BRHL/GHH).
s
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Also identify in the remarks section snubbers, struts x
and. springs which are installed opposite (end to end) to that shown on the drawings.
N 3
5.2.4 Installation -. Verify that the. support is installed in accordance with the design drawing / component modification card (DWG/ CMC) and dimensions are within
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coleradcas.
Skewed member attachment points shall be based on centerline of skewed member and not the center
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of the " footprint" created by the attachment weld.
I (Notes 19, 20)
All dimensions and tolerances-shall be as shown on the.
DWG/ CMC..Where no tolerances are given on the DWG/ CMC, the following shall govern:~
A.
Bolt Hole Location 4
+ 1.
Baseplates (Note 2)
Y From centerline of support attachment to centerline of bolt i 1/4 inch.
When shown on the DWG/ CMC, the s
edge distance from the centerline of bolt to the edge 3
of the baseplate shall be considered the minimum.
5 If edge distance is not shown i
m.,,
on the DWG/ CMC the dimension s
shown in Table 5.3-1, Page 9 shall be considered tt.e minimum.
2.
Structural Members Centerline of bolt location shall be within i 1/4 inch.
When shown on the DWG/ CMC, the longitudinal edge distance shall be considered a minimum.
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QI-058 Rev. 3-
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5.0 INSTRUCTION (Cont'd)
-N 5.2 configuration (Cont'd)
When not shown on the DWG/ CMC, the edge distance shown in Table 5.3-1, Page 9 shall be considered the minimum.
B.
The tolerance of attachments to baseplates shall be 1/4 inch.
J C.
The tolerance for component member length shall be 1/2 inch.
D, The tolerance for component member locr.tions shall be it inch (other than baseplates).
E.
The tolerance of reference (REF) dimensions shall be 2 inches.
F.
The tolerance for angular dimensions (except,
snubber and strut offsets with brackets and pipe clamps) shall be 25* or as noted on the design drawing.
(see 5.2.5)
()
G.
" Cut-to-Suit" shall mean that an item can be installed so as to make an assembly correct provided length does not exceed that on the Bill of Materials.
5.2.5 Offset - Verify that snubber and strut rod ends are not offset more than tS* from the bracket or pipe clamp, unless otherwise specified on the design drawing.
5.2.6 Clearances - Verify that the clearances meet the following criteria:
A.
Box Frame Supports 1.
Where design shows 1/16 inch on both sides, the total dimensional tolerance shall be 1/8" 1/16" (e.g. 0" on one side with 1/8" 2 1/16" on the other, 1/16" 1/32" on both sides or any combination).
2.
Where design shows 0 inches on one side and 1/16 inch on the other side, the sum of both gaps may not l
exceed 1/8 inch or be less than 1/32 O:
inch. Where design shows 0" on bottom (in the gravity direction) then it shall be such with no allowable variation.
s QI-058 4
Rev. 3 3
5.0 INSTRUCTION (Cont'd)
J 5.2 Configuration (Cont'd) 3.
Where design shows clearances greater than 1/4 inch, the dimension shown is the minimum.
B.
Welded and Bolted U-Guides (Note 14, 24) 1.
Maximum cumulative clearance:
3/16 inch (in one direction) 2.
Minimum cumulative clearance:
1/32 inch (in one direction)
C.
U-Bolt Type Supports (Note 25) 1.
Where zero gap is specified, or no clearance is specified, the U-Bolt should be tight against the pipe.
Localized gaps due to different curvatures of pipe and U-Bolt are acceptable.
E.
Shims 1.
Where shims are used to maintain l
clearance, the typical shim detail sheets (Attachment 6.17) shall be adhered to.
5.2.7 Record the gap measurements (clearances) and indicate from which side of the support each measurement was taken in the supplemental remarks.
i 5.3 Threaded Fasteners 5.3.1 Verify that all threaded fasteners, except SA-193 and SA-325 bolting materials and Hilti bolts, are provided with locking devices as shown on the design drawing.
(Refer to Attachment 6.19 for standard bolt markings.)
When not specified on DWG/ CMC the' locking device will be one of the following:
lock nuts jam nuts drilled and wired nuts 6
d I
QI-058' Rev. 3 s
5.0 INSTRUCTION (Cont'd) 5.3 Threaded Fasteners (Cont'd) upset threads (where upset threads are not visible they can be identified by 5 or 6 point star stamp). At least 2 adjacent thread cross-sections shall be deformed in 2 places approximately 180* apart. Record the distance from top of nut to upset thread on Inspection Checklist.
5.3.2 Verify that studs, bolts, nuts and locknuts.are sufficiently tight so that they cannot be moved by hand.
5.3.3 Verify safety wire on snubber bolts'is installed, is not damaged and is crimped.
(Except for size 35 and 100 snubbers which do not utilize safety wire.)
5.3.4 Record legible identification markings on snubber bolt
-heads in remarks.
If no identification marks are present, state.so in remarks. If identification marks ~
are illegible, state so in remarks. This is for information only and is not an accept / reject criteria.
)
5.4 Support Welds (NF) (Note 17) 5.4.1 Location - Verify that the welds are located as shown on the drawing. Record any welds (such as butt welds, plug welds and fillet welds) which are in addition to those specified on the design drawings (Attachment 6.15).
5.4.2 Size - Verify that the weld size
- and length meets or exceeds the minimums specified. For fillet welds, refer to Attachment 6.4.
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(Note 6, 7, 8, 10, 11, 12, 15, 23)
5.4.3 Butt weld Reinforcements - Verify that the height of reinforcement complies with Attachment 6.5.
(Note 9, 13) 5.4.4 Undercut - Verify that undercut (on welds, plates, brackets, etc.) does not exceed 1/32". Record the t
i undercut, (regardless of size) on the Inspection Checklist. Undercut may be due to grinding or other O
metal removing operations.
7
,-. - - - =_.__ -.
QI-058 Rev. 3
/"'T 5.0 INSTRUCTION (Cont'd)
U 5.4 Support Welds (NF) (Note 17) (Cont'd) 5.4.5 Verify no lack of fusion, no porosity and no cracks are visible and that there are not any linear indications in excess of 1/16 inch.
5.4.6. Surface - Verify surface of welds are sufficiently free of overlap, abrupt ridges and ripples so proper interpretation of radiographic and/or other required NDE could be accomplished.
5.4.7 Welder ID Symbol - Record the welder symbol on.6 for later document review if a welder symbol is visible.
5.4.8 Offset of Butt Welds - Verify maximum offset of finished butt welds is not greater than shown in.16, Table B and that they have been blended uniformly over the width of the finished weld.
5.5 Pipe Clamps (Note 1) l 5.5.1 Pipe Clamp Halves Parallel - Verify that pipe clamp l
halves are parallel. For Acceptance criteria, see
_.8.
5.5.2 Measure and record the dimensions shown on Attachment 6.8.
15.6 Load Pin Locking Devices (Note 1, 4) 5.6.1 Verify all cotter pins and snap rings are in place and secure (see Attachment 6.7).
Identify all broken j
cotter pins and snap rings in supplemental remarks.
5.7 Spherical Bearings (Note 1) 5.7.1 Verify bracket / pipe clamp has installed bearing spacers.
It is acceptable to have one spacer. (Note 1) 5.7.2 Record the nominal thickness (to nearest 1/32 inch) and quantity of each size spacer installed on each side of i
the spherical bearing on Attachment 6.9.
Nominal spacer thicknesses for NPSI supplied spacers are shown on Attachment 6.10.
(Note: This is not an accept / reject criteria.)
5.7.3 Verify that the resultant gap between the spherical bearing and the bracket or clamp is less than the
-s thickness of the thinnest installed spacer. Record the resultant gap to the nearest 1/32 inch on Attachment 6.9.
(Note 3) 8
. ~.
QI-058 Rev. 3
'T 5.0 INSTRUCTION (Cont'd)
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5.7 ' Spherical Bearings (Note 1) (Cont'd) 5.7.4 Contamination - Verify that the spherical bearing has not become dislodged and is free of. extraneous material (e.g., paint).
5.8 Snubber Adapter Plate Bolt Thread Engagement (Note 1) 5.8.1 Verify minimum thread engagement of bolting in adapter plate.
Snubber sizes 1/4" and 1/2" are inaccessible for this inspection. When these sizes are encountered, enter "N/A" on the reinspection checklist and note the snubber size in remarks. Acceptance criteria is as follows:
Snubber Size 1
3 10 35 100 Minimum Required 5/16" 5/16" 9/16" N/A N/A Thread Engagement 5.8.2 Measure and record the ncminal thickness of the snubber,
adapter plate, nominal bolt diameter and depth of bolt recess for each recessed bolt as shown on Attachment 6.11.
(\\s /
5.9 Threaded Rod Thread Engagement 5.9.1 Verify rod thread engagement through the sight hole. '
Record the presence of a star stamp in remarks.. (Note:
This attribute is applicable to spring and strut type supports only.)
5.10 Measure the snubber A-C dimension (as indicated on the detail drawing) to the nearest 1/16 inch (cold set position) and record in the supplemental remarks.
(Note 1)
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l 0I-058 l
Rev. 3 TABLE 5.3-1 1
MIN. EDGE
{
BOLT 0 DISTANCE l
3/8" 9/16" 1/2" 3/4" 5/8" 7/8" i
3/4" 1"
1" 1 1/4" 1 1/4" 1 5/8" 1 1/2" 1 7/8" 1 3/4" 2 3/16" 2"
2 1/2" O
0 o
O 10
QI-058 Rev. 3 7()
NOTES:
1.
On dual snubber / strut / spring can installation, inspector shall identify snubbers / struts / spring can with an A and B when referencing inspection results.
2.
Measure the distance from the centerline of bolts to the edges of the baseplates.
Identify bolts whose edge distance is less than' 1.5 bolt diameters and record their edge distance on Attachment 6.3.
3.
If more than one nominal size spacer is installed at a spherical bearing, the resultant gap shall be less than the thickness of the thinnest size spacer.
4.
Cotter keys shall be fully open to the extent that they cannot become dislodged from the pin or bolt they are securing. They should be the maximum size the cotter pin hole will permit.
5.
Where Bill of Material gives letter designations for component.
parts, refer to Attachment 6.17 for description and dimensions.
6.
When measuring weld dimensions during course of inspection, such dimensions should be determined as accurately as is practically achievable using standard weld inspection tools.
7.
Unequal leg size convex fillet welds are acceptable provided the smaller leg meets or exceeds the minimum specific size. For concave fillet welds with unequal legs the theoretical throat must
, be determined.
8.
The required weld length for tube steel connections is the nominal tube width, unless otherwise noted on the DWG/ CMC.
9.
The surface of the reinforcement of butt welded joints may be flush with the base material or may have uniform crowns.
10.
For fillet welds on skewed angles greater than 135*, the inspector shall not be concerned with weld size, unless machining is called for, in which case the weld is considered a normal fillet veld and must meet the size required on the drawings.
11.
For fillet welds on skewed angles between 60 and 135*, the weld size shown on the drawing should be the same as the "s" dimension shown in weld detail drawing (see page 52, Attachment 6.17).
- 12. For fillet welds on skewed angles between 45 and 60*, not inclusive, the weld size "s" shall be verified by measuring the "d" dimension as shown in weld detail drawing (see page 52, Attachment 6.17).
o I.I.
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QI-058 i
Rev. 3 f}
NOTES: (Cont'd) v 13.
The maximum weld crown on flare V-groove welds and flare bevel welds shall be 3/16 inch but in no case cause distortion in adjoining members.
14.
Measurement shall be from top to bottom and from side to side.
15.
For fillet welds on skewed angles between 29 and 44' the weld size "S" shall be verified by measuring the "d" dimension as shown in weld detail drawing (see page 53, Attachment 6.17).
16.
Deleted 17.
Prior to the start of the inspection, assure that the welds are clean of any foreign material which would impede an adequate visual inspection. Coatings (paint) may be removed with the concurrence of the Level III Inspector if the inspector judges that excessive or uneven coating application would impede an adequate inspection of the weld.
18.
Inspectors shall record the tool code (Attachment 6.14), Serial Number and Calibration due date, as applicable, on Attachment 6.13.
~'s 19.
Dimensions shall be measured to the nearest 1/16", unless otherwise specified.
20.
Angles shall~be measured to the nearest degree.
21.
If additional space is required in the remarks column of Reinspection Checklist, use Attachment 6.12 22.
Inaccessible items shall be identified in the remarks column of Reinspection Checklist.
l l
23.
Any single continuous fillet weld may be less than the specified fillet veld dimension by not more than 1/16 inch provided that the total undersize portion of the weld doesn't exceed 10% of the length of the weld.
Individual undersize weld portions shall not exceed 2 inches in length.
24.
A U-Guide shall mean a U-Bar or U-Bolt used as a guide on a rigid frame. Clearances should be specified on the drawing.
25.
U-Bolt type supports shall mean springs, struts or snubbers utilizing a U-Bolt.
O l
12
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QI-058 Rev. 3 6.0 ATTACHMENTS 6.1 Reinspection Checklist 6.2 Material Identification 6.3 Bolt Edge Distance 6.4 Fillet Weld Size 6.5 Butt Weld Height Reinforcement 6.6 Welder Identification i
6.7 Load Pin and Load Bolts 6.8 Pipe Clamp Parallelism 6.9.1 Spherical Bearing Gap - Pipe Connection End 6.9.2 Spherical Bearing Gap - Building Connection End 6.10 Spherical Bearing Cap - Spacer Thicknesses 6.11 Snubber Adapter Plate Bolt Thread Engagement Length
)
6.12 Supplemental Remarks 6.13 Inspection Tools Used l
6.14 Inspection Tools and Codes 6.15 Additional Welds 6.16 Maximum Allowable Offsets for Welded Joints 6.17 Typical Inspection Drawings 6.18 ITT Grinnell Component Standard Supports 6.19 Standard Marking / Standard Bolting Components O
13
^E COMANCHE PEAK RESPONSE TEAM QI-05 CHECKLIST Rev. 3
.O POPULATION DESC VERIFICATION PKG NO.
PS42 PAGE 1 0F 9
I QUALITY INSTRUCTION CREINSPECTION C UNIT l QI-058 EQUIPMENT MARK / TAG NO.
DOCUMENTATION REVIEW UNIT ~2 O coexou VERIFICATION REMARKS ACCEPT REJECT DATE Support 5.1)
Identification 5.1.1 Mark Number 5.1.2 Installed Components 5.2) Configuration 5.2.1 Components
(
5.2.2 Materials N/A N/A 5.2.3 Orientation 5.2.4 Installation h
5.2.5 Offset 5.2.6 Clearances 5.2.7 Record Clearances N/A N/A j
5.3) Threaded Fasteners j
5.3.1 Locking Device i
5.3.2 Tightness i
5.3.3 Safety Wire 5.3.4 Record Markings N/A N/A 5.4) Welds 5.4.1 Location 5.4.2 Size 5.4.3 Reinforcement 5.4.4 Undercut 5.4.5 Cracks / Fusion 5.4.6 Surface 5.4.7 Welder ID N/A N/A 5.4.8 Offset PREPARED BY:
APPROVED BY:
DISCIPLINE ENGR.
DATE LEAD DISCIPLINE ENGR.
DATE l
INSPELIED BY:
APPROVED BY:
l LNSFELIUR DATE LEAD INSPECTOR CATE CPP-007.la, Revision 0
COMI:CHE ?EAK RES?0NSE TEAM.1
/~'T CHECKLIST OI-058 1v!
Rev. J
?9?'JLA!!ON E5C VERIF; CATION ?KO NO.
PS42
? AGE __2 0F 2 7IRIF;CA!!CN j
A
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ACCEPT REJECT DATE 5.5) Pipe Clamps 5.5.1 Pipe Clamp Halves Parallel 5.5.2 Record Dimension N/A N/A 5.6)
Load Pin Locking Devices 5.6.1 Cotter Pins 5.7) Spherical Bearing 5.7.1 Spacers 5.7.2 Record Spacers N/A N/A 5.7.3 Gap 5.7.4 Contamination I
l 5.8) Snubber Adapter Platq 7
(
)
Bolt Thread Engagement 5.8.1 Engagement Length 5.8.2 Record Dimensions N/A N/A 5.9) Threaded Rod Thread Engagement 5.9.1 Engagement Length 5.10) Record Snubber Cold Set N/A N/A N./I d
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Attachmsnt 6.2 QI-058 Rev.
3 O
Page 1 of 1
- VERIFICATION PACKAGE NO.
t HANGER MARK NO./ DRAWING MO.
MATERIAL IDENTIFICATION ITEM NO.
DESCRIPTION IDENTIFICATION INFORMATION e
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!O Inspector Date
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-Attachmsnt 6.3 QI-058 Rev.
3 VERIFICATION PACKAGE NUMBER HANGER MARK NUMBER / DRAWING NUMBER BOLT EDGE DISTANCE (Informational)
BOLT DIAMETER (inches)
EDGE DISTANCE (inches) o S
' O E
4 l
Inspector Date t
)
9 O
t
..4 QI-058 Rev. 3 Page 1 of 1 e,
W E R mEMeERS
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Muak Las PLkt? Webs WEL8 usts fut 43E* er as temL LSe PELET seLa IS fts L8heTu er TME Lanes 37 unemeBS Asen? 80005L88 T15ameL8. TheentTisak Thesafee.f a 86E8.
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ladeuAL LSe P4687 48,3 more see imesGL La stLg? us,as, Tis ass or TNg este G Ytes Las Lesene y 738 LAA437 meest flaamm.E sense can M ungsmus erfMus fts pghg7 W m M Ple. 81F44371 SIZE OF FILLET WELSS CONCAVITY If the profile of the fillet weld is concave, verffy the minimum theoretical throat per the table below is attained.
Fillet Size (s)
Minimum Theoretical Throat 1/8" 0.88" (*3/32) 3/16" 0.133" (*S/32) 1/4" 0.177" (*3/16) 5/16" 0.221" (*1/4) 3/8" 0.265" (*9/32) 7/16" 0.309"(*5/16) 1/2" 0.354" (*3/8) 5/8" 0.442" (*15/32) 3/4" 0.530" (*17/32) 7/8" 0.617" (*S/8) 1" 0.707" (*23/32)
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E-Attcchmsnt 6.5 QI-058 Rev. 3 Page 1 of 1
'T BUTT WELD HEIGHT REINFORCEMENT PIPING For double welded butt joints and single welded butt joints the reinforcement shown shall apply to the outside surface. The reinforcement shall be measured from the higher of the abutting surfaces involved.
Nominal Maximum Thickness Reinforcement.
Inches Inches Up to 1/8, incl.
3/32 Over 1/8 to 3/6, incl.
1/8 over 3/16 to 1/2, incl.
5/32 Over 1/2 to 1, incl.
3/16 Over 1 to 2, incl.
1/4 Over 2 The greater of 1/4 in. or 1/8 times the width of the weld in inches.
O REINFORCEMENT OF BUTT WELDS (NF)
The height of reinforcement on each face of the weld shall not exceed the following thickness:
Nominal Maximum Thickness Reinforcement Inches Inches Up to 1, incl.
3/32 Over 1 to 2, incl.
1/8 Over 2 to 3, incl.
5/32 Over 3 to 4, incl.
7/32 Over 4 to 5, incl.
1/4 over 5 5/16 O
!.6 QI-058 Rev. 3 Page 1 of I l
WELDER IDENTIFICATION VERIFICATION PACKAGE NO.
HANGER MARK NO.
WELDER IDENTIFICATION l
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Inspector Date f-
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..7 yt-058 Rev. 3 Page 1 of I l
LOAD PIN AND LOAD BOLTS i
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Lead Pin l
OR LeM L
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tw aar C,
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..8 QI-058 Rev. 3
/
Page 1 of 1 VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NO.
PIPE CLAMP HALVES PARALLELISM ENTER ALL DIMENSIONS, TO NEAREST 1/32", IN INCHES 1
2 3
S1 S2 A
Si and S2 dimensions are taken at opposite sides of the clamp.
B
- Comments:
O "S" dimensions on the same side of the clamp at points 1, 2 and 3 shall be within 1/16" of each other to be acceptable. Also, the clamp shall be not more than 1/16" out of parallel from side to side at points 1, 2 and 3 to be acceptable.
(at coutta e6 naes mm)
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..9 QI-058 Rev. 3 g
Page 1 of 2 VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NO.
SNUBBER / STRUT SERIAL NO.
SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS REAR BRACKET - PIPE CONNECTION EhT)
SPACER NLHBER OF SPACERS NOMINAL INSTALLED ON EACH SIDE OF SPHERICAL BEARING THICKNESS SIDE Gl SIDE G2
=== %
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Qt StRS/T
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t.J K-5 RESULTANT GAP =
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Inspector Date
Attachmant 6.9 QI-058 Rev. 3 VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NO.
SNUBBER / STRUT SERIAL NO.
SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS t
REAR BRACKET - BUILDING CONNECTION END SPACER NUMBER OF SPACERS NOMINAL INSTALLED ON EACH SIDE OF SPHERICAL BEARING THICKNESS SIDE G1 SIDE G2
- en ei -
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RESULTANT GAP =
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~
- _.. _. - _ = _.
Attachmsnt 6.10 QI-058 Rev. 3 Page 1 of 1 VERIFICATION PACKAGE NO.
v HANGER MARK NO./ DRAWING NO.
SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS d
SPACER THICKNESSES XRB SIZE
- SPACER THICKNESS EACH 06 1/8" 08 1/16" 10 3/32" 12/14 3/32" 20 11/32" 24 5/16" 36 13/32" SPC PIPE CLAMP SIZE
- SPACER THICKNESS EACH 06 S/32" 08 3/32" 10 1/8" i
12/14 3/16"
. p 20 3/8" i \\
24 3/8" i
36 1/4"
- Nominal Dimensions J
J i
a.-
"e=e e
um.we---.-
+
y,-
y-.w--y,w- - - -,
ey.,-y.-_,--,,,_,,,--.y--m-w.9w-
,w,y, wyw,9-,,q,,
y
,,y,,ym,,
,,wy,,--c-,-,-,,
9-,,
Attachmsnt 6.11 QI-058 Rev. 3 O
Page 1 of 1 VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NO.
SNUBBER SERIAL NO.
SNUBBER ADAPTER PLATE BOLT THREAD ENGAGEMENT LENGTH SOLT tp - nominal thickness g
\\g dg d
g of snubber adapter plate.
~
S D - nominal bolt diameter.
A g
a 7
d - depth of recess b
/
O
/\\
N
,3rm uvma 7
3
.W yanse
.ADAffEt PLATE BOLT cp D
d t
t 1
2' 3
4 e
O Inspector Date
Attachmant 6.12 QI-058 Rev. 3 Page 1 of 1 SUPPLEMENTAL REMARKS 4
VERIFICATION PACKAGE NO.
s ATTRIBUTE (No./ Description)
REMARKS i
4 A
d
}
i i
T i
1 i
i l
i i
1 INSPECTOR DATE i
4
'i l
i s
,,v.-~
m r
,,-n,n.
-n-,,.---
.--,--..,_n,---
Attachesnt 6.13 QI-058 4
Rev. 3 O
Page 1 of 1 INSPECTION TOOLS USED ATTRIBUTE TOOL CODE (s)
SER. #/CALIB. DUE DATE 3
5.1 Identification 5.1.1 Mark Number 4
5.1.2 Installed Components 5.2 ' Configuration 1
5.2.1 Components 5.2.2 Materials 5.2.3 Orientation 5.2.4 Installation 3.2.5 Offset 5.2.6 Clearance 5.2.7 Record Clearance 5.3. Threaded Fasteners 5.3.1 Locking Devices 5.3.2 Tightness 5.4 Welds 5.4.1 Location 5.4.2 Size O
5.4.3 Reinforcement 5.4.4 Undercut 5.4.5 Cracks / Fusion 5.,4.6 Surface j
5.4.7 Walder Id.
5.4.8 Offset i
5.5 Pipe Clamps 5.5.1 Pipe Clamp Halves Parallel 5.5.2 Record Dimension 5.6 Load Pin Locking Devices 5.6.1 Cotter Pins 5.7 Spherical Bearing l
5.7.1 Spacers 5.7.3 Gap j
5.7.4 Contamination i
5.8 Snubber Adapter Plate Bolt Thread Engagement i
5.8.1 Engagement Length i
5.8.2 Record Dimensions 5.9 Threaded Rod Thread Engagement 5.9.1 Engagement Length 5.10 Snubber Cold Set e
=-
Attachmant 6.14-QI-058 Rev. 3 4
INSPECTION TOOL AND CODES CODE TOOL
)
AF Angle Finder BL-Bubble Level-s BS Boroscope BW 1/32", 1/16", 3/32", 1/8" Wire CG Contour' Gauge DF.
Dry Film Thickness Gage FG Feeler Gages FL Flashlight FM Fibre Metal Fillet Gages GG GAL Fillet Gages HL Hi-Low Gage MG Magnifying Glass MI Micrometers MM Mirror MN Magnet PB Plum Bob l
-PR Procractor SC Slide Caliper SR 6" Rule ST Steel Tape Measure TG Taper Gage TW Torque Wrench UD Undercut Gage (Dial)
UP Undercut Gage (Pit)
VC Vernier Caliper VT Visual Inspection s
i l
1 a
i i
=
l:.. - -
. s, JD.
- Attachment 6.15
- QI-058 Rev; 3 Page 1 of 1 s
1
' VERIFICATION PACKAGE NO.
HANGER MARK NO.
9 b
ADDITIONAL WELDS
~,
D D
I l
4 f
a t
l k
e Inspector Date 2
0 4
-,-*ee,e4-e-,
w-w..
w<r-.-nm-,-,-.
r, w
..~e,----.--,,
...-4-e-,,-.
rw
+w----+~rww
-e--
-n
__=
Attachmsnt 6.16 QI-058 Rev. 3
. /"
Page 1 of 1
.- t TABLE A MAXIMUM ALLOWABLE OFFSET IN FINAL WELDED JOINTS Section Thickness Direction of Joints In Inches Longitudinal Circumferential Up to 1/2, incl.
1/4t 1/4e Over 1/2 to 3/4 incl.
1/8 in.
1/4t over 3/4 to 1-1/2, incl.
1/8 in.
3/16 in.
Over 1-1/2 to 2, incl.
1/8 in.
1/8e Over 2 Lesser of Lesser of 1/16e or 3/8 in.
1/8e or 3/4 in.
4
- t - nominal thickness of the thinner section of the joint.
4
)
TABLE B MAXIMUM ALLOWABLE OFFSET IN FINAL BUTT WELDED JOINTS Section Thickness Maximum Allowable l
Inches Offset Up to 3/4, incl.
1/4t*
Over 3/4 3/16 incl.
- t = nominal thickness of the thinner section of the joint, i
1-l i
i l
V s'
Attachmsnt 6.17 QI-058
)
Rev. 3 Page 1 of 55
()
s TYPICAL CONSTRUCTION DRAWINGS INDEX Drawfng Title Page s
Welded Beam Attachment (BBU & BBD)
N 2.3 Welded Attachment (BWA) 4 Heavy Hex and Heavy Jam Nuts (FHJ/FHN)
_5 Hex and Jam Nuts (FXJ/FXN)'
6 G Type Spring 7
Carbon Ste'el Pipe Clamp (PDC /PTC) 8, 9, 10, 11 Standard Riser Clamp (PRS) 7.
12, 13, 14 Bolted U-Guide (PSG) 15 Welded U-Ouide (PUG) 16 Stradard (T-Bolt (PUS) 17 Hes5ry Duty U-Bolt (PUH) 18 All-Thread Rod (RAT) 19 s
Rod Coupling (RCP) 20 Weldless Eye Nut (REN) 21-End/ Full-Thread Rod (RET /RFT) 22 l
Forged Eye Rod (RFE)
- 23c f
, Rod with Plate Eye (RPE) t
\\
24 Forged' Steel Clevis (RSC) 25 Turnbuckle (RTB) 26 0 Welded Eye Rod (RWE) 27
. Washer Elate (RWP) 28 Adjustable Length Snubber (SMA) 29, 30, 31 Fixed Length Snubber (SMF) 32, 33, 34 Strut / Snubber Pipe Clamp (SPC) 35, 36, 37, 38 Strut / Snubber Riser Clamp (SRC) 39, 40, 41 Fixed Length Sway Strut (DRB) 42, 43
(
Adjustable Sway Strut (SRS) 44, 45 l
Shim Details 46, 47, 48 Super Stiff Pipe Clamp (SSC) 49, 50 Weld Details 51, 52, 53 Strut /Scubber Rear Bracket (SMRB, SRRB, XRB) 54, 55 s
w Whereinformatkoncontainedinthesetypicaldrawingsdiffersfrom
.[
- NOTE:
i QI-058 procedures, che latter shall govern.
i I...$
't t
l
'.17
~
QI-058 Rev. 3 MATERIAL.*
O F. r
,D SAA ASE SA-36 e-3 seLT asTn A307, SA-307 N
BUT ASTN A-543 Crede A gi
- .g.,
.t.
As=.A-u g... _.. _...
,'.".h d _
e-D --
g....o GTM 200 SIZE CATA10C CODE SOLT S12E STOS S11t C005 (330) t(13) ! 1/16 (BSD) 3(IN) 1/16 (See Note 1)
S(IN) (See E4ta 2) 03 3/8 03 1/2 2 a 1/4 04 1/2 04
$/8 2 s 1/4 05
/8 05 3/4 2 a 1/4 06 3/4 04 7/8 2 1/2 a 3/8 07 7/8 07 1
21/2 a 3/8 08 1
OS 1 1/8 3 a 1/2 09 1 1/8 09 1 1/4 3 a 1/2 10 1 1/4 10 1 3/8 4 s S/8 12 1 1/2 12 1 3/8 3 s 3/4 14 1 3/4 14 1 7/8 3 x 3/4
~
16 2
16 2 1/4 6 s 3/4 18 2 1/4 18 2 1/2 6 a 3/4 20 2 1/2 20 2 3/4 6 s 3/4 0
NOTES:
1).1 1/4 and larger are pins with setter pins.
l 2). Width Dia. any varv g 1/8.
Thickness 01a. any very 11/14.
Et l
l TITLE. TTF1 CAL 13SPECT105 ORAWDC I
WELDED SEAM ATTAQ0ENT j
This drawing is for inspecties purposes caly.
MJsG NQ' REY.
SM T.
580/.88U 0
1 of 2 1
35 t
- 2..
J
)_.
C.
[
i
f
..17 01-058 Rev. 3
^
MATERIAL:
r r
i I
_]
I 1
aan asm sa-M l
PIN asas $6-34
~
A 1
\\
g m.
i l
l l
CataMS EDs M,
Af ty),- U4 (naan l
23 3
7 to 3 U4 4
26 3 U2 4
M 3 W4 9
30 4
9 M
4 U4 u
M 4 U1 u
M 4 M4 u
i M
S 13
'o s us n
NOTES:
TITLS*
TEFICAL M5rtiN1m asal.*1:n This drawing La int taspessima purposes saly
'm===
e -
.Ameese seEL slEV.
Sn1 BB92R&B _
0
,p,
.- n t..
-y
.sfas. % ;.. i-
[ * *
-l
~ - --
+
6 p**
ha..
m
..17 QI-058 f
Rev. 3 O
W MATERIAL:
I' l
ASIE SA-34
=S n.4 L.u h'
Vl l
...,. o s
CATALOC CODE U(15) I 1/4 5(!N) I 1/16 O
A - O.
2 1/2
,,4 BWA
-05 2 1/2 3/4 BWA - 06 3
7/8 SWA - 07 3
1 BMA - OS 3 1/2 1 1/8 SWA - 09 4
1 1/4 BWA - 10 4 1/2 1 3/8 BWA - 12 S 1/2 1 5/8 suA - 14 5 1/2 1 7/8 SWA - 16 6 1/2 2 1/4 BWA - 18 6 1/2 2 1/2 SWA - 20 7 1/1 2 3/4 BWA - 22 4
3 SMA - 24 9-3 1/4 SMA - 26 10 3 1/2 Sua - 24 10 3 3/4 NOTES:
I O l
...4 +TLEL.
TI j
t TTPICAL DSFSCT10N SRANING J.
.~.t : : tJW1 TWft APPL-sP nas havias is for,1aspesuas perpeees ash m3.
q sfv.
snT,
1 i
- .17 QI-058
. M.. &.
Rev. 3 MATERIAL i d i
,- s ASTM &
- S43 Crade & or
/
N A - 307 t
\\
I ll Wp i
\\
i
/
i i 88 CATAtaG cons vilim acaOSS FLATS (FIU er FW)
WF (m) 1/16 unless neced otherwise O
11/16 {- 1/12 1/4 1/2 1/32 3/8 1/2 1/8 S/S 1-1/16 3/4 1 1/4 7/8 1 7/16 I.
l 1
1 $/4 1 1/8 1 13/16 1 U4 2
1 3/8 2 3/16 e
1 1/2 2 3/8 1 3/4 2 3/4 2
3 Us l
2 1/4 3 1/2 2 1/2 3 7/8 2 3/4 4 1/4 3
4 S/8 3 1/4 3
3 1/2 5 3/8 F
4 4 1/3 4 1/2 4 7/8 l
M8 1)PIEJ is apprestastely half the height l
of Fim.
l l
I l
5 I
1 I
~
W *NCTTFICAI, ASPECT 1st U P*'
~
This dravias is for taspectica perpesas only.
ggg g3
'.17 QI-058 Rev. 3 O
MATERIAL :
m ASTM A - 563 Crade A
( i I )w
\\
A - 307 o
FXJ CATALOC CODE WIDTM ACROSS FLATS p (IN) A (FEJ er FBI)
U 1/16 unless seted otherwise 1/4 7/16 1 1/32 3/8 9/16 1 1/32 1/2 3/4 5/8 15/16, 3/4 1 1/4 7/8 1 5/16 1
1 1/2 i
1 1/8 1 11/16 1 1/4 1 7/8 1 3/8 2 1/16 1
1 1/2 2 1/4 1 3/4 2 5/8 2
3 i
NOTES :
1.) Fisi shy be used is place of FBI.
2.) Flu ma[be used ta pises of FXJ.
3.) FIJ is apprestastely half the height O
of Fat.
l TITLE.,TyttCAL tilsttcTicu onAWINC m,,e 1
I This drawing is for taspecties perpeeee es2y. M asG feCL RI V.
SMI
.!,4 =-
'o i ofi
~,
-.-...-.-.-.--f
~
~ ~ '
Attachtnent 6.17 i
e QI-058 Rev. 3 O
c-c SEE fe0TE :
e-llc i
s L A Ilo"anAx.)
O
^
\\.
TYP 4
IwV
.::n -d v
iT 1
1/2.a l/16,,
(TVM sit!!sC PuTE WELD SIZE g ) SIZE.W(IN) 0-8 1/2 1/3 l
9-11 1/2 3/16 1
12-14 1/2 3/16 15-17 3/4 1/4 18-20 3/4 1/4 j
21-22 1
3/8 MOTE:
- 1) Brokee line illustrates the plasseest I
of the seceed sensesting plate.
LO 7.
(
TITW TTF1 CAL INSPECT 10ll DRAWIWC "G"-TTPE'. SPRING.
1 1
This drawing is for taspection purposes sely, urdwa G 800, i
Rgy.
SMT c -=g ggatina
-, _ ft _
t of 1
~
=
^
S7
-.17 QI-058 Rev. 3 o
O g
MATERIAL:
((g 8
g," g]J clue -Asx sA-34 p
SOLT -ASTM A-307 m
NUT
-ASTM A-563 CRADE A w
i l N
-3 I L 65 p^,2
(/
~T g :;
PDC l PTC stem s!za CATA10C CODE NON. PIPE t a V (EN)
(pdc or PTC)
SIZE (IN)
(See Note 1) 3(IN) 1 1/16~
004-0104 1/2 1/8 a 1
3/8 006-0104 3/4 1/8 x 1
3/8 006-0205 3/4 1/4 x 1
1/2 010-0104 1
1/8 x 1
3/8 010-0205 1
1/4 a 1 1/4 1/2 012-0104 1 1/4 1/4 a 1
3/8 012-0205 1 1/4 1/4 a 1 1/4 1/2 015-0104 1 1/2 1/4 a 1
3/8 015-0205 1 1/2 1/4 a 1 1/4 1/2 020-0104 2
1/8 x 1
3/8 020-0205 2
1/4 a 1 1/4 1/2 020 0308 2
3/4 s 2
3/4 025-0205 2 1/2 1/4 s 1 1/4 5/8 025-0308 2 1/2 3/8 a 2
3/4 030-0205 3
1/4 a 1 1/4 5/8 030-0304 3
3/8 a 2
3/4 i
035-0205 3 1/2 1/4 x 1 1/4 5/8 035-0304 3 1/2 3/8 a 2
3/4 040-0205 4
1/4 a 1 1/4 5/8 040-0308 4
3/8 a 2
3/4 040-0410 4
1/2 s 2 1/2 1
040-4312 4
5/8 a 3
1 1/4 NOTES *
- 1) Thicknese,t,mayveryt1/16.
Width, V, any vary ! 1/4.
O TITLENICAL INSPECTICII DRAWING CAASW STIEL PIPE CLAMP 3
This deswgg,1s for inspectica, perpeces sely.
PDC /PTC 1,, 4
- -. - - - n A ^~
- - - ~ -' -
~
.17 QI-058 Rev. 3 g-b 1
CATA1,0C CCDC WOM. PIPE SOLT g
SI*
(IN)
(See Note s) 8(IN) 1 1/16 f
050-0205 5
1/4 1 1/4 g/8 i
j 050-0302 5
3/4 a2 3/4 I
050-0410 5
1/2 I 2 1/2 1
4 050-0512 3
5/8 s3 1
,'4 q
3 060-0308 6
3/4 x2 3/4 1
060 0410 6
1/2 x 2 1/2' 1
]
j 060-0512 6
5/4 a3 1 1/4 1
060-0616 6
3/4 x4 1 1/2
{
C80-0308 8
3/4 a2 3/4 5
080--410 8
1/2 x 2 1/2 1
4
)
040-0512 8
$/8 x3 1 1/4 080-0616 8
3/4 x4 1 1/2 l
100-0410 10 1/2 x 2 1/2 1
100-0512 10
$/8 x3 ~
1 1/4 100-0616 10 3/4 x4 1 1/2 100-0624 10 3/4 x4 2
120 0410 12 1/2. 2 1/2 1
120-0512 12 5/8 x3 1 1/4 1
120-0616 12 3/4
.4 1 1/2 20-0624 12 3/4 x6 2
i J
120-0524 12 1 x6 2 1/4 1
140-0410 14 1/1 x 2 1/2 1
0 140-0512 14 5/3 x3 1 1/4 140-0(,16 14 3/4 : 4 1 1/2 l
140-0624 14 3/4 x6 1 3/4
- 4 140-0624 14 1 x6 2 1/4 0
- 0-0410 16 1/2 x 2 1/2 1
I 160-0512 16 S/8 x3 1 1/4 l
l
.sO-0616 16 3/4 x4 1 1/2 y
160-0624 16 3/4 x6 1 3/4 J
160-0824 16 1x6 2 1/4 j.
160-0832 16 1x8 2 1/2 j
180-0512 18 5/8 x3 1 1/4 1
130-0616 18 3/4 x4 1 1/2 160-0624 13 3,4 x6 1 3/4 y
180-0824 18 1 :: $
2 1/4
.:i 130-0832 16 1x8 2 1/2 i
180-1028 18 1 1/4 z 7 2 3/4
- :>0512 20
$/8 = 3 1 1/4 l
2W-0614 20 3/4 x4 1 1/2 200 0624 20 3/4 6
1 1/2 200-0827 20 1x6 2
200-0832 20 1 x8 2 1/8 l
j NOTE 3:
- 1) Ohickness, t, may vary i 1/16.
Width. W, may vo:y 1 1/4.,
i 1,
.7 I
a rL E '-
7ypte,g p.e.ec. h -,,,,e n;;
l CAASON STEE1. FIFC C h
(
l I3f in:? ccl.:n purpose: only. g ag a g g, g,,,,
n'" " " 3U'.
1
.17
~N*
... ~.. f.....
CATA14C C0gg WOM. P1PE taw SOLT (PDC er PTC)
SIZE (1N)
(See sete 1)
B(15) 1 1/14 200 1023 20 1 1/4 a7 2 3/e 220-0$12 22 5/8 a3 1 1/4 220-0616 22 3/4 a4 1 1/2 220-0626 22 3/4 a6 1 1/2 220 0826 22 I
a6 2
220-0832 22 1
a8 2 1/4 220-1028 22 1 1/4 a7 2 1/2 240-0512 ~
24 5/8 a3' 1 1/6 240 M16 24 3/4 x4 1 1/2 240-0624 26 3/4 a6 1 1/2 240-0826 24 I
a6 2
260-0832 24 1
a8 2 1/4 240-1028 24 1 1/4 a7 2 1/2 2601332 26 1 1/2 a4 3
260-0624 26 3/4 a6 1 1/2 260-0826 26 1
a6 1 3/4 260-0832 26 1
a4 2
260-1028 26 1 1/4 a7 2 1/2 260-1232 26 1 1/2 a8 3
28& O626 28 3/4 a6 1 1/2 280 0824 28 1
a6 1 3/4 280-0832 23 1
a8 2
4 280-1028 28 1 1/4 x7 2 1/4 280 1232 28 1 1/2 a8 2 3/4 O
280-1240 28 1 1/2 a10 3
300 0624 30 3/4 a6 1 1/2 300-0826 30 1
a6 1 3/4 300-0832 30 1 a8 2
304 1028 30 1 1/4 x7 2 1/4 300-1232 30 1 1/2 a4 2 3/4 300-1240 30 1 1/2 a10 3
320 0624 32 3/4 a6 1 1/2 320-0826 32 1 a6 1 3/4 320-0832 32 1 a8 2
320 1028 32 1 1/4 a7 2 1/4 320-1232 32 1.1/2 a4 2 3/4 320 1260 32 1 1/?. alo 3
340-0624 34 3/4 a6 1 1/2 340-0824 34 1
a6 1 3/4 340-0832 34 1 38 2
340 102' 34 1 1/4 a7 2 1/4 360-1732 36 1 1/2 a8 2 3/4 340 1240 34 1 1/3 LO..
3 NOTES *
- 1) Thielsess,t,mayvery11/16.
Width W; any vary 1 1/4 O
ma.Yhs
$c$f This drawine is for inseqct,Aen..pyrvaes oniv. msvG NO.
M v.
~$MT A
PDC /PTC 0
1 of t.
19
c i.17 QI-058 Rev. 3
=
i CATALDC CODE Wort. P!PE SOLT y
(See Wete 1) s(lu) ! /16 1
MS M24 36 3/4 a6 1 1/2 360-0826 36 1 a6 1 3/4 360-0832 36 1a4 2
l 360-102s 36 1 1/4 a7 2 1/4 360-1232 36 1 1/2 a4 2 1/2 ho-1240 36 1 1/2 a10 2 3/4 360 1248 36 1 1/2 a12 3
340-0624 38 3/4 a6 1'1/2 340 0824 34 1 a6 1 3/4 340-0832 38 1 a8 2
380-1028 38 1 1/4 a7 2 1/4 i
380 1232 38 1 1/2 a8 2 1/2 I
340-1240 38 1 1/2 a10 2 3/4 340 1248 34 1 1/2 a12 3
400-0624 40 3/4 a6 1 1/2 400-0824 40 1 a6 1 3/4 400-0832 40 1 a4 2
400-1028 40 1 1/4 a7 2 1/4 400-1232 40 1 1/2 a4 2 1/2 400-1240 40 1 1/2 a10 2 3/4 406 1244 40 1 1/2 a12 3
420-0824 42 1 a6 1 3/4 420-0832 42 1 a4 2
420-1028 42 1 1/4 x7 2 1/4 420-1232 42 1 1/2 a4 2 1/2 420-1240 42 11/2 a10 2 3/4 O
420 1244 42 1 1/2 at12 3
440-0824 44 1 a6 1 3/4 440-0832 44 1 a8 2
440-1024 44 1 1/4 a7 2 1/4 440-1232 44 1 1/2 a4 2 1/2 440-1240 44 1 1/2 a10 2 3/4 440-1248 44 1 1/2 a12 3
e NOTES:
- 1) Thicknees, t, any very T 1/18.
Width, V, may very 1 1/6.
TIT'. E.
TYPICAL INSP8CT10N DRAWING einem evees stor et =
O 8,..ia, i.,., i. -.1
..r,...
i, y ap.,8g,
\\t2,..
I 1,S I
," g.
.?
-= -
m Q_j
_ _ _.17 QI-058 f
l Rev. 3
,O 8
8 ri
-T
- MATERIAL, CLAN : SA= 34 SOLTS: SA-307 CR.3
[
{W Da 4-[ l yl [ $-
+$
! j
! ?-+ -
T-i T-i C-C C-C z
( STOCK SIZE W = 6" LESS )
( STOCK SZE W = 4",0VER ).
8 WON. PIPE CATALOC C00t
$121 (IN)
T(IW) A 1/16 U(IN) A 1/48 3(IN) 1'1/14 I
Pas-006-0208 3/4 1/4 2
3/8 Pas-006-0312 3/4 3/8 3
1/2 Pas-006-0316 3/4 3/8 4
1/2 O
Pas-010-0208 1
1/4 2
3/8 Pas-010-0312 1
3/8 3
1/2 l
718-010-0316 1
3/8 4
1/2 Pas-012-0208 1 1/4 1/4 2
3/s i
Pas-e12-0312 1 1/4
. 3/4 3
1/2 PR5-012-0316 1 1/4 3/8 4
1/2 l
PR$-012-0624 1 1/4 1/2 6
3/4 Pas-013-0204 1 1/2 1/4 2
3/8 Pas-01?-0312 1 1/2 3/4 3
1/2 Pts-015-4316 1 1/2 3/8 4
1/2 Pas-015-0624 1 1/2 1/2 6
3/4 Pas-020-0208 2
1/4 2
3/8 Pas-020-0312 2
3/8 3
1/2 PBS-020-0316 2
3/8 8
1/2 Pts-020-0624 2
1/2 6
3/4 Pts-025 0204 2 1/2 1/4 2'
3/8 PRS-025-0312 2 1/2 3/8 3
1/2 PRS-023-0514 2 1/2
$/8 4
3/4 Pts-023 0324 2 1/2 S/S 6
3/4 E'
't.) Width sinension to be shocked et clamp end.
O T476.C *!MICAL !!JSPECTION DRAWING
--- 571GFDAto RISER C1. AMP This,drawin8 is for inspectica pugees,ealy.
g y, gny Pts 0
t of 3 g
- - -. --.17
.. QI-058 Rev. 3 Tutomass v1DTM son.T
,,, pg,g cATAL0c c00t sitt (Im) f(1m)!!/16 2(IN)t1/4*
4(1m111/16 Pas-030-020s 3
1/4 2
3/4 Pas-030-0312 3
3/8 3
1/2 4
Pas-030-0514 3
S/8 4
3/4 Pas-030-0526 3
S/6 6
3/4 Pas-035 0208 31/2 1/4 2
3/4 Pas-035-0312 3 1/2 3/8 3
1/2 Pas-035-0516 3 1/2
$/8 4
3/4 Pas-035-0524 31/2 S/8 6
1 PBS-040-0204 4
1/4 2
3/4 Pas-040 0312 4
3/8 3
1/2 Pas-040-0516 4
S/S 4
3/4 Pas-040-0624 4
3/4 6
1 Pts-050-0204 5
1/4 2
3/4 Pts-050-0312 5
3/4 3
1/2 Pas-050-0516 S
S/8 4
3/4 Pas-050-0624 S
3/4 4
1 Pas-060-0208 6
1/4 2
1/2 Pas-060-0312 6
3/4 3
S/S Pas-060-0516 6
S/S 4
3/4 Pts-06& OS24 6
1 6
1 Pts-040 0416 3
1/2 4
1/2 Pas-000-0624 4
3/4 6
1 Pas-04&OS24 8
1 6
1 1/4' l
Pas-040 0432 8
1 4
1 1/4 i
788-060-1032 8
1 1/4 8
1 1/2 i
Pts-100-0416 10 1/2 4
1/2 Pts-100-0824 10 1
6 1
PRS-100-0432 10 1
8 1 1/4 Pts-100-1032 10 1 1/4 8
1 1/2 Pas-120-0516 12 S/4 4
3/4 Pas-120-0824 12 1
6 1
PBS-120-0832 12 1
4 1 1/4-Pts-120-1032 12 1 1/4 4
1 1/2 Pts;120-1232 12 1 1/2 8
1 1/2
' PRS-140-0616 14 3/4 4
3/4 Pts-14&0424 to 1
6 1
Pas-140 1024 to 1 1/4 6
1 1/4 Pas-140-1032 to 1 1/4 8
1 1/2 PRS-140-1232 14 1 1/2 8
1 3/4 Pas-160-0824 16 1
6 1
Pas-180-0832 16 1
4 1 1/4 788-160-1032 16 1 1/6 8
1 1/2
- Sts wrs 1 Stesness. Erset__cumP 3
This drawin** to for tassection eurwees eniv.
PtliC' _' *S 3
a
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0 i
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'i
~QI-058 i
Rev. 3 O
TRICINESS W19ts agT 30M. FIPS CATA14C WDg g
f(IN) I 1/16 U(IF) ! 1/4e 3(13) t 1/16 FRS-16b 1232 16 1 1/2 8
1 1/2 FRS-160-12t.0 16 1 1/2 10 1 3/4 i
l FRS-180-0426 18 1
6 1
FRS-180-1032 18 1 1/4 8
1 1/4 FRS-180-1232 18 1 1/2 8
1 1/2 FRe-180-1240 18 1 1/2 10 1 3/4 Pts-200-0824 20 1
6 1
. FRS-200-1032 20 1 1/4 8
1 1/4 i
F85-2001240 20 1 1/2 10 1 3/4 47Rs 61640 20 2
10 2
l eFas-220-0824 22 1
6 1
PBS-220-1024 22 1 1/4 6
1 1/4
}
FAS-220-1240 22 1 1/2 10 1 3/4 FRS-220m1640 22 2
10 1 1/4 FRS-24b OS24 24 1
6 1
Pts-24b1032 24 1 1/4 4
1 1/4 i
Pas-240-1240 24 1 1/2 10 1 3/4 l
Pas-240-1644 24 2
12 2 1/4
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SA 34 I.
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CATARDC C003 6
f(IM) A 1/16 U(IB) I 1/8 i
PSC-006 1/2 1/4 1 1/4 PSG-006 3/4 1/4 1 1/4
- Psc-010 1
1/4 1 1/4 Psc-012 1 1/4 3/4 2
PsC.415 1 1/2 3/4 2
PSC-020 2
3/4 2
i l
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TM TTP1 CAL INSPECT 1431 BeMM4
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PSC 4.
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4 MATERIAL l
l 54 34
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' TfD) - 1/16 WCM1.- 1/8 PUS 406 1/2 1/4 1 1/4 i
F90-006 3/4 1/4 1 1/4 g
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1/4 1 1/4 i
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..17 QI-058 Rev. 3 MATERIAL i ROD ASME SA-36 i
l NUTS ASTM A:.563 GRADE A cr A-307' I
(see Note 1) 4_.
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. FIFE SIZE (IN)
R(IN)I1/16 FU5-004 1/2 1/4 PUS-006 3/4 1/4 FUS-010 1
1/4 Fus-012 14 3/8 O
FUS-CIS 1%
3/8 FUs-020 2
3/8 FUS-023 2%
1/2 FUs430 3
I/2 f
FUs-d35 3%
1/2 I
FUS-040 4
1/2 FU5450 5
1/2 FUS-060 6
S/8 W5-080 8
S/8 FUS-100 10 3/4 FUS-120 12 7/8 795-140 14 7/8 FUs-160 14 7/8 Fus-180 IS 1
FUS-200 20 1
1 FUS-240 26 1
FUS-300 30 FUS-360 34 1%
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l NUTS ASTM JA-63 CRADE A or A-307 1
(see Note 1) l
-- Y -
- N
(
)
)
? )
(f) t m
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R-NOM. FIPE CATALDC CODE S121 ( 3)
R(m) I 1/16 70E-004 1/2 3/8 O
7UE-006 3/4 3/8 Pa-010 1
5/8 FUE-012 1 1/4 5/8 l
FUE-015 1 1/2 5/8 l
PUE-020 2
5/8 70E-025 2 1/2 3/4 Fa-030 3
3/4 FUE-031 3 1/2 3/4 P05-040 4
7/8 P0E-050.
5 7/8 FUE-060 6
7/8 YW-080 8
7/8 7UE-100 10 1
Fa-120 12 1
7U5-140 14 1
16 1
FUE-160 NOTES :
m - - -- -
- 1) FIN or FMN may be used in place of the' nuts that are supplied with FUR.
O A,19
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(Raf)
R (M) 2 1/14
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02 1/4 I
03 3/8 04 1/2 OS S/4
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R (13) A 1/16 ORCP 43 3/8 04 1/2 1
l OS S/S 06 3/4 SG 1
09 1 1/8 2
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13e 2 1/4 20*
2 1/2 l,
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248 3
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QI-058 Rev. 3 o
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i MATERIAL i h
Asa w class C f
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CATA&aC CDM EDS SE15 (REN)
R (IB) f 1/16
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9 34-a E
t CATA&aC 0008 300 s]18 (art er aff) 1 (33) Z 1/16 03 3/4 i
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18 2 1/4 20 2 1/2 22 2 3/4 24 3
26 3 1/4 28 3 1/2 30 2 3/4 32 4
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Rev. 3
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Carm m MS SIEE (art)
R ( B) 2 1/14 06 U2 O
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to 1 U4 J
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R f_ll'.] d CATALOC CODE 300 $ISE (RPE) 3 (13) i 1/16 22 2 3/4 O
s 24 3 1/4 28 3 1/2 30 3 3/4 32 4
34 4 1/4 34 4 1/2 34 4 3/4 so 5
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4 C12VtS AST?t A=M4 Clase C PIN ASE SA.36 i
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rs f
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l CATALOC C005 300 $118 RSC (ase)
(tm) ! lits 0
03 3/8 04 1/2 OS 5/4 04 3/4 07 7/8 08 1
09 1 1/8 10 1 1/4 12 1 1/2 14 1 3/4 16 2
18 2 1/4 20 21/2 22 2 3/4 24 3
26 3 1/4 28 3 1/2 30 3 3/4 32 4
gs O
l TITLE.
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En r TRIS DRAW!sgi IS FOR INSRfCTION PURPO$t$ offt, RSC 9
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MATERI AL i
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R (tN) T 1/16 03 3/4 06 1/2 OS S/8 06 3/4 OF F/8 08 1
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i QI-058 Rev. 3 f
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Cara&44 COBE 800 81EE (mm)
E (M) f 1/14 E
03 3/8 I
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QI-058 fl Rev. 3 O
MATERfAL -
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t u_
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neut atmetra >k CArame c0os VIsrs i
Tutcastss V (IW) t I/4" T (tu)
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(urF) 03 3
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04 3
1/4 t/16 j
0 05 3
3/s N/A 06 4
3/s N/A 07 4
1/2 13/16 Os 4
1/2 1 1/16 2
09 4
1/2 1 1/4
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1/2 W/A s
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~
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3/4 3 3/4 30 7
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(
NOTES
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1 1/32" for eines03-093 f 1/16" for i
)1)
's siaee 10-30.
- 2) t 1/32" for sises 03-04 A 1/16" for #,
i eL4ea 09-30.
l f3 When hele disseter.is see 'specifie., '
o q)
- i. e.e. e me w.#
TITL.0 TYPICAL INSPECION DEAI1XC
'w V V WAS16ER PLATE meg %
A Ev.
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N!S ORAWINC 15 FOR IWSPECTICNI PtfRPOSES ONLY.
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..17 QI-058 Rev. 3
~
SMA TYPE PC
-fr i
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. = =
=
tstt Notts saz 1 SEE DETAIL I F '
~.
I SMA TYPE BA 8
(sEE NOTE 1) l I
SMA TYPE MO E "'
(sEE NOTE l)
SEE DETAIL I M.
d TYPE 50 u
l0 af' "N '
SMA i
CATALOG CODE
}{In.) A l/16 r
' /"
b sMA - 1/4 3/s e
M*
- SMA. 1/2 3/s V
I sMA.
I 1/2 r
i l
Ihll,I II I I I I
sMA -
3 3/'
l l l.I I I I I I I I I
i 2
g---
yf g sMA -
10 1
d 1
- 2 2,..
. - m m. m DETAIL i 3 numn oN mssma m m-(FOR DIMENSIONS SEE SHEET 2cf 3.)
NOTES..-
13 roa num saAcms, su nas-m
- 2) Fon Ptyt etAnts, su m-stc.,
- 3) smsus MAY st ustALLED iso (and to end) FR m m C05Fi g3ATION sECWN ON N DESIGN D ANDG O
N ua,,y,, TD.icsk I,aspection Drawing Tn
~
.l
.. Adjustable Length snubber
.L 2 ; _,
A V-3" NM4 dg
.This EdnaMha is tsWPnymRRen purlieses telly.
1 a
..17
)
QI-058 Rev. 3 SOCKZT TTFE COUPLING SOLID TTFE COUPLING Z(IN)I1/8 C(IN)t1/8 Z(IN)!1/8 C(IN)t1/8 CATALOC CODE SNA-1/4,1/2 1
1 1/4 1 1/4 13/16 SMA-1 1 1/4 1 1/2 1 1/2 1 1/16 SMA-3 1 1/2 1 3/4 1 3/4 1 5/16 SHA-10 2
2 3/8 2 5/16 1 13/16 SMA-35 3 1/4 3 7/8 3 11/16 3 1/16 SHA-100 4 3/A 5 1/2 5 7/16 4 9/16 '
~]
TRANSITION KIT FTT-UF SMALL CONFORM To a) TERCUCR c).
i.)
Trassities kits with socket souplings shall be fit up with a pull back.
' O a.
et 1/16" prior to weldias.
N/
Solid type souplia'as os soubber trassities kits shall be welded La place b.
st.ils asistaisias a tolerasse of approziastsly 1/16" variaties from the pipe seater 11ae.
Couplings (solid /seeket) must be square relative to the extension pipe.
c.
IT AIC REQUIRIS
.t:( TMCSE CASES UNI 3E TEE MOUNTING FLATE IS FURNISWED AS A SUL 5)
ATTACRENT ST WELD 3G TO THE EXIENSION FIFE. THE MININLlX WII.D SIZE ITTLL S EQUAL TO TEE WALL TRICENESS OF TRE FIFE.
SEFEE TO TEE TABLE RELOW TOR TEE FULLOWI3G DSFECTION ATTRIBUTES (as applicable):
6)
Weld size few solid and semplJ,tg ust.
a.
b.
Transities *18' ainimas thread engagement.
I c.
Treasities hit piFias sise.
Torque requirements for transition hit asusting belts, and I
d.
Torque requiremsats for the eye red jea aus.
l e.
(see east page) l l!O 30 - -
us
.n TILL '-tmt T==-
e,ias.. Drawing Adjustable Lessth Seusber!
5 l
5 Thia ErUdd fer insse3G9BD M.T [ ~ 24 E
~
w.s g __
__..17 QI-058 Rev. 3 O
SNUB 3ER SIIE
__1/ 4 1/2 1
3 10 35 100 a) WELD SIII. SOLID CFLC.
3/16" 3/16" 3/16" 3/16" 1/6" 3/4"
$/8" b) TRANS. KIT MIN. THREAD l
ENCAGEMUT 3/16" 3/16" 5/16" 5/16" 9/16" N/A N/A j
e) TRANs. EIT FIFE SIZE AND 1"
1" 1%"
1%"
2" 4"
s" MIN. SCIEDUtt 40 40 40 40 80 80 120 d) MIN TORCUE FOR TRANS. KIT MOUNT 3G BOLT 5 (ta/lbs) 22 22 45 120 440 N/A N/A e) MIN. TORQUE FOR ETE RCD JAM NUT (ft-lbs.)
40 40 40 80 100 130 220
- 7) TO CRE G RELATIVE ANGLE ADJUSTMENT, PERFORM TEE FOLLOWING:
1.
SNURSER SIZES 1/4 TERU 10 2.
$NU38ER SIZES 35 and 100:
as) Attachments removed free sa) Ramove Ladicator tube mounting screws and matead saubber suffici-soubber.
bb) Seubber in vertical position, estly to expose the telescoptag setting on saubber housias.
tube.
sc) Samove retaining ring.
bb) Restrain telescoping tube and dd) Tura and cap by hand (sot looses lef t hand threaded.rias nut, more than 340 degrees).
sc) End cap rotated to desired position >
ee) Replace retaining ring.
(not more than one complete tu'n e
if) Fully stroka saubber to from bottomed out position).
determine that the dd) Retorque ring out to 150 + 20 ft.
~
its.
O repositioning has not damaged internals.
ee) Indicator tube and mounting screws replaced.
U ORDER TO VERIFT TEE ACCEPTABILITT OF TEE STRAICHTNESS OF THE SI;;I 35 5:iU35ER 4)
TRANSITION KIT TU21 TO SNUBBER CONNECTION, TEE FOLLOWING INSPECTI0ii CAN BE FERFORMED.
SCREW TIE TRANSITION KIT INTO A MATING TAFFD MOLE (A SNUBSEE CA;i SE USED 1.
IF NEG5SART)..
WITE TEE TEREADS ALMOST FULLY USBTED, ROTATE THE TRANSITION KIT ONE FULL 2.
TURN AND MEASURE TEE RADIAL ECCENTRICITY AT A POINT F001 FEET FROM THE TEE TOIAL ECGNTRICITT SHOULD NOT EECEED 3/4" (i.e.
OF TEE. SNUBRER p/16" from the center 11ae).
a variatima of -3 AN ECCENTRICITT LESS TRAN OR EQUAL TO 3/8" WILL CORRESPOND TO AN ASSEMB 3.
UNIT WITRIN M SECTION IIT AFFUDIE E TOLERANG EOR DEVIATION FROM STRAIGEINESS.
IT IS NOT NEGSSART FOR TEE SECULDER ON TEE TEREADO END OF THE TRANSITION K DRAW UP FLDSE TO TIE SNU35ER; TIEREFORE, IT 15 NOT NECESSARY TO GECK ITS ALIGOENT WEIR TEE TEREADE.
NOTES:
O 9.3!
9
- ILE!
T.:
Typtral*2kspectioniDrsying ADJustaeLW LENGTM Stutetst EM#mG MQ.
R EY.
SMI 8
8 3 ef 3 This drawing is for insnection purseses.oniv.
- - ~
- .17 Ql-058 Rev. 3 O
yh- -
SMF TYPE PC g
8 _,
(Stt NOTES 16 21 8
g l
SMF TYPE 8A (SEE pe0TE I)
SMF TYPE RO Q
f (SEE sooTE )
CAT *
- BMF TYPE SQ C00t 5(In.) A t/16 g
W Bd L ouano anAcr.tT SMF-1/6 3/8 F
SMF-1/2 3/8 SMF-1 1/2 SMF-3 3/4 A'
- THIS DETAIL APPLIts ONLT TO SMF-10 1
SMF-35 th SMF SIZt3 35 AND 100. F0g INFonMAfton $tt woTE 4
- C: ML t -
SMF-100
- 2h"-3 1
(Sheet 2 of 3).
k i
g j
l d ""
3" on forward bra:ket end.
- 2%" en shock artestor end:
i l
W I
t l
e
't
/ j.
5 h\\
/
NOTES:
F N t.) roa asAn saACatTs Ss San-xa8 Fi7 2.) F0a PIPE CLAMPS. SEE 88H-SFC 3.) SNU58ERS MAY St INSTALLaD 180' (end to end) FROM TH: CONF 1CURATION SHOWN Oh THE DESION DRAWIIRC.
ef '
TITLE. Tyytest taspecties Orsving Fixed Length Sau ber l
'IEv.{5 This drawing 1s for Laspection purposes only. U%4 M-
-y
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'.17 Ql-058 6 -~ - -
Rev. 3 4
4.)
^ 'tw) e (tu)
{
$11E mx(2 /16L w ( 1/16) wtw.
max.
vtie. (Zu) 1 35 4 1/6 22 11/16 3 1/6 21 13/16 1 1/82 1/16 100 7 3/3 31 7/16 5 3/4 29 11/16 1 5/81 1/16
- REQUIRD TEREAD WC& CEMENT FOR FORWARD BRAcxrT.
SMF3 N. NU F
F1 F2 SIZES (IM)
(EN)
(IN)
(IM) s 2 7/8 3/5 3/4 3/16 35.35L 35EL 3 1/2 3/s 3/s 0
3 5/8 15/16 lari 7/8 5/16 100.100L.100EL 4 1/2 3/4 3/4 0
IN THOSE CASES WERE TER FORWAAD SRACEET IS MODIFID TO OSTAD TEE PROPu 5.)
C-C DDelSION TEE WELD SIZE AllD LIIICTE FOR ATTAtEN Tut LUC TO TEE FLATE FOR Suv3333 $1213 1/4 TEBOUGE 10 15 SuoWW BELOW. WEEN TE 190NTDC FLATES D11 Tot? AS TEE RESULT OF TMS WELDIIIC. TEET M&T BE ETDEARLICALLY STRAICMT IN A JIC (without heatiss) TO MSTOM TEEM TO TIEIR FLAT BEARIUC CONDITION.
IN ADDITION. TIII QC1 WILL TERIFT THAT THE LUC. WEEN CUT MEETS TEE DIMINSIO REQUIREMENTS REIAW. MINDIUM TEREAD DCACEMENTS AND TORQUE REQUIRDID O
70EWAaB stacEEr$ AaB ALSO CITEM SELOW SNUBSEA SIZE 1/4 1/2 1
3 10 WELD SIZE E 3/16" 3/16"
~
3/16"
.1/4" 5/16" E
1 I
I E
3/4" 3/4" all around all around all around LDCn Mrs:
1 1/8" 1 1/8" 1 5/4" 1"
1 5/8" 54E:
8 7/16" 8 7/16" 9 13/16" L1 13/16" 14 1/16" D
1 MDB. TEREAD 20:
3/16" 3/16" 5/16" 5/16" 9/16" MDI ToaquE (ts/1be):
22 22 45 120 440 I
- To be asseured from the and of the Plate to the seater of the eyered.
O
.r Ti m
,,F1 _ 7sembber Fiaed Leasth 1
REV.
sot.
opgmsed MQ.
Thia J. wing is for taapestian purposeg asly.
M,
0
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^'
go=
mo
- cr2, as -
amm..smummemhm
O 7
- .17
...- ~.....01-058 Rev. 3 6.)' IN TMOSE CASES WHERE ATTAODENT SOLTS SEWEEN F0 WARD SRACKET ASSEMBLT Ago SNU33ER ASSDSLT AAE SATETT WIRED SY TME VUD01, QC1 SMALL YERITT THE TOLLOWINC CONDITIONS U 1ST:
a) 50LTS AAE T!CMT.
b) LOQ331RE IS NOT DAMACED.
1 a) LOODf1RE IS CEIMPED.
PRIOR TO DSTALLATION. IF ANT OF TME A50VE CONDITIONS ARE UNSAT!STACTORY.
TME SOLTS SMALL SE RETORQUED AND TME NEW LOCENIRE SMALL BE DSTALLED.
l
~
l O
1
~
l O
c 7 "
MC. TTFICAL INSPECTION DRAWING FIIED LINCTE SNUSSEE g
This desy&as is for,Sas@,furnesee 'BelF+.. mass sea r REv.
$nI SMF o
1 et 1 a m.
~
I
--.17 QI-058 Rev. 3
'O M AT ERI A L'.
see note (1)
PLATE: CAA50N STEIL -ASMI SA-36 1.
=
7*
BOLT:
CAA30N STEEL -ASTM A-307; A-19 K'
P c,,3 j0 NUT: CAA30N STEEL -ASTM A-513 Cr. A:
(,.
A-196 Cr.2H q
713: ALLOT STIIL - ASME SA-19 3 C r.57 i
J *---S (See Note 2)
I p v>
l SPC STOCK $1ZE, $(IU)
BOLT FIN
- Nott. FIFE A /6 x U A 1/4 D(IN)A 1/16 5(IN)! 1/16 1
CATALOG CODE SIZE (IN)
T SPC-06-006 3/4 1/4 x2,1/2 x2 3/4 3/8 SPC-08-006 3/4 1/4 x2,3/4 x2,1/2 x2 3/4 1/2 SPC-06-010 1
1/4 x2,3/4 x2 3/4 3/8 SPC-08-010 1
1/4 x2,3/4 x2,3/4 x2 3/4 1/2 O
SPC-06-015 1h 3/8 x2 3/4 3/5 SFC-08-015 14 3/8 x2 3/4 1/2 SFC-06-020 2
3/8 x2 3/4 3/8 5?C-08-020 2
3/8 x2 3/4 1/2
$7C-10-020 2
1/2 x2,1 x 3 1
3/4
$PC-14-020 2
5/8 x4 1k 1
g NOTES:'
(1) For snubber applications only, the clamp any be trimmed to the values noted below:
Saubber size. 4 1
3 10 35 100 Min Edge Dis.\\" h" 3/4" 15/16" ik" 2" 4"
'2) When multiple sizes are listed, any 3
of them are acceptable.
...IYFICAL IN5?ECTION DRA'a*!NC STRUT /SNUllER FIPE C7.R 7
. - - -- j
--., p CET YM. --
4 C V.
5 This drawing is for inspection pu.* 1;,.
1y.
$?C 2
p
..17 QI-058 Rev. 3 i
STOCK SIZE, 3(IN)
Bot.T FIN CATA1.0C CCDE NCH.FIPE SIZE (IN)
(T*I/16m C /4)
Df1N)!!/16 3(15)*t/16 2PC-06-023 2%
3/8 x2 3/4 3/4 SPC-08-025 2h 3/4 x2 3/4 1/2 SPC-10-025 2%
1/2 x2, 1 x 3 1
3/4 SPC-14-025 24 5/4 ze 14 1
SPC-06-030 3
3/4 x2 3/4 3/4
$PC-04-030 3
1/2 s2%. 3/8x2 3/4 1/2 SPC-10-030 3
1/2 x2%
1 3/4 SPC-14-030 3
5/8 ze ik 1
SPC-20-030 3
3/4 z6,.
- ~ ~.
Ik ik 4
3/8 m2,.
3 3/4 3/8 sPC-06-060 SPC-08-440 4
1/2 x2%, 3/8:2 3/4 1/2 4
5/8 m3 Ik 3/4 SPC-10-040
[
ik 1
l SPC-14-040 4
5/8 ze g
4 3/4 ze 1k Ik j
SPC-20-040
$PC-06-060 6
1/2 s2h 1
3/3 SPC-08-060 6
1/2 x2h 1
1/2 SPC-10-060 6
5/8 x3 1k 3/6
$PC-14-060 6
5/8 ze 1
1 SPC-20-060 4
1 z6 1h ik' sPC-46-000 8
1/2 z2%
1 3/8 SPC-44-080 8
5/8 z3,1/2x2 1/2 1
1/2 O
$7C-10-000 8
5/4 m3 14 3/4 SPC-14-080 8
3/4 ze lh 1
SPC-20-080 8
' 1 z6 1h 1k sPC-24-080 4
14 38 2%
14 SPC 4 100 10 5/8 z3 1k 3/8 SPC-08-100 10 5/8 z3 14 1/2 SPC-10-100 10 3/4 z4,5/8 m3 1h 3/4
$PC-14-100 10 3/4 so,3/4 z6 1h 1
SPC-20-100 10 1 z6 1h Ig
$7C-24-100 10 1h z8 2%
1h SPC-06-120 12 5/8 m3 ik 3/8 SPC 4 -120 12 5/8 m3 1k 1/2 SPC-10-120 12 3/4 se lh 3/4 SPC-l'4-120 12 3/4 se 1 3/4 1
SPC-20-120 12 1 z$
th ik sPC-24-120 12 1h 38 2h ig SPC-36-120 12 1h s12 2
3 sPC-o6-140 14 5/8 m3 14 3/8 SPC-04-140 14 5/8 m3 14 1/2 SPC-10-140 14 3/4 ze lh 3/4 SPC-14-140 16 3/6 z6 1 3/4 1
O W C C " TYPICAL INSPECTION DRAkT.iG 72.3,II,~~-- 1TRUT/sNtNBER PIPE CL4MP uv.
set n.
<.....e
.17 QI-058 Rev. 3 O
STOCK SIZE. $(IN) 301.T ply D(IM)!!/16 3(IN)tt/!6 CATALOC CCDE nom. FIFE SIZI(IN)
(T*1/16xV1/4) _
14 1 34 1%
Ik SPC-20-140 14 se 2%
1h l'
$PC-24-1&O 1% s12 2
3 14 57c-36-140 5/8 z3 ik 3/8 16
$PC-06-160 5/8 z3 14 1/2 16
$PC 48-160 3/4 a6 1%
3/a 16 SPC-10-160 3/4 a6 1 3/6 1
16 SPC-16-160 1 za 1%
ik I
16 SPC-20-160 1% a8 2%
14 16 SPC-24-160 1h a12 2
3 16 SPC-36-160 5/8 a3 14 3/8 18 SPC-06-180 5/8 x3 ik 1/2 18 SPC-08-180 3/4 a6 1h 3/4 18 5?C-10-180 3/4 a6 1 3/4 1
18
$7C-16-180 ik z7,1 1/4x8 1 3/4 Ig la SFC-20-180 1% 38 2%
1%
18 SPC-26-180 2 x10,1 1/2x12 2
3 18
$FC-36-180 3/4 ze 1%
3/8 20 S?C-06-200 3/4 34 1%
1/1 20 SPC-08-200 3/4 a6 th 3/4
$7C-10-200 20 20 1 36 2
1 s?C-14-200 1k a7,1 1/4x4 1 3/4 ik O
20 20 1 x8 24 1h s?C-20-200 s?C-24-200 2 zio,1 1/2x12 2
3 20 14 3/8 s?C-36-200 3/4 36 22 sFC-06-220 3/' z' 1%
1/2 22 sFC-08-220 3/4 z6 14 J/4 22 SFC-10-220 1 z6 2
1 22
$?C-14-220 1% z7,1 1/4x8 1 3/4 ik 22 SFC-20-220 1% x8 24 th s?C-24-220 22 SFC-36-220 22 2 a10,1 1/2x12 2
3 SPC-04-240 24 3/4 ze 14 3/8 SPC-08-240 24 3/4 z4 1%
1/2 24 3/4 ze 14 3/4 SPC,10-240 1 z6 2
1 5?C-14-t&O 24 SPC-20-240 24 1% z7,1 1/4x4 1 3/4 ik
$7C-24-240 24 1% zS 3
1%
5FC-36-240 24, 2 x10,1 le2x12 2
3
$7C-06-160 26 3/4 x4 1h 3/8 SPC-08-260 26 3/4 z6 14 1/2 57C-10-260 26 3/4 z6 1%
3/4
$PC-14-260 26 1 x6 2
,1 o
O Og37 DB.*i nrtcc xxsrsc: Iou max Isc
. /_~..'s I'(1}gr/ss933tt FI?t C1x2
~SPC
[
M 3
~
Tis drsvtas is for~taspection pur sosanwyc
l
,.17 A.
ni.ose Rev. 3 f
I; stock SIZZ, s(IN)
,g, yryg V! /4)
D(IM) 1/16 3(IN) ! t /1'-
(T 1/16 1
CA.ALoc cede SIZY (IN) i SPC-20-260 26 1h ze 2
ig SPC-24-260 26 1h x10 3
ig
$PC-36-260 26 2 x12,1 1/2x12 2
3 SPC-06-280 28 3/4 ze tg 3/3 l
SPC-08-280 28 3/4 36 1h 1/2 l
57C-10-280 28 1 ze 2
3/4
)
SPC-14-280 28 1 36 2
1 SPC-20-280 28 1h sa 2
Ik SPC-24-280 28 1 x10 3
1h SPC-36,280 28 2 x12,1 1/2x12 2
3 i
SPC-06-300 30 3/4 ze lg 3/s i
SPC-08-300 30 3/4 36 Ik 1/2 SPC-10-300 30 1 a6 2
3/4 SFC-14-300 30 1 a6 2
1 37C-20-300 30 ih z4 2
Ik s?C-24-300 30 ih zio 3
th SPC-36-300 30 2 12,1 1/2x12 2
3 i
$PC-46-320 32 3/4'se lh 3/8 SPC-08-320 32 3/4 z6 1h 1/2 SPC-10-320 32 1 z6 2
3/4 SPC-14-320 32 1 z6 2
1 SPC-20-320 32 1h 38 2
Ik O
5?C-24-320 32 1h zio 3
1h
$7C-36-320 32 2 al2,1 1/2x12 2
3 SPC-06-340 34 3/4 34 1%
3/8
$7C-08-340 34 3/4 36 14 1/2
$?C-10-340 34 1 z6 2
3/4
$PC-14-340 34 1 z6 2
1 5?C-20-340 34 1%' z8 2
1k
$7C-24-340 34 1h zio 3
1h 57C-36-340 34 2 x12,1 1/2x12 2
3 SPC-06-360 34 3/4 34 th 3/8
$7C-08-360 36 3/4 36 1h 1/2 SPC-10-360 36 1 36 2
3/4 SPC-14-360 34 1 34 2
1
$7C-20-360 36 th z$
2 Ig SPC-24-360 36 1h slo 3
1h
$PC-36-360 36 2 zi2,1 1/2x12 2
3 o
O M.
T!EE.;
- TMW 13521GTION DRAWING
)
(
,[
49 38 STRET?51rU38tK'F17E CLut?
,4 n.- 4 i
AEv.
se
' - ~ -
g47 SPC This draviz8 is for inspection Purposes eniv, 2
4
__.17...__
.s QI-058 Rev. 3 O
M ATERI AL.
C TO C *su mort 1.
FLATE ASME 1.1-36 T
30LT ASTN a-307 en A
A of vut Astu 4-543 caan A 75 ASIE SA-133 gaang 37
\\s
~
+ - + + - - - + + - *- w; ( +-1l
--Q-,
(sTocx sat w.s* Lass)
(stocx size w.s* wan ISRC Tuamtss vrers satt rm son. erra t
carAloc cent sits (u)
T(13)t1/16 U(IN)t1/16 D(3)ft/16 a(tui 1/16 sac-06-006 3/4 3/8 4
1/2 3/8 sac.40-006 3/4 3/8 4
1/2 1/2 Sac-06-010 1
3/8 4
1/2 3/8 sac-08-010 1
3/8 4
U2 1/2 ssC46412 1k 3/8 4
U2 3/8 sac-08-C12 1%
3/8 4
1/2 1/2 sac 46-013 1%
3/8 4
1/2 3/8 sac 48-013 1%
3/8 4
1/2 1/2 sac-06-020 2
3/8 4
3/4 3/8 O
SRC48-020 2
3/8 4
3/4 1/2 sac-10-020 2
1/2 6
3/4 3/4 Sac-14-020 2
1/2 6
3/4 1
sac-06-025 2%
5/8 4
3/4 3/8 sac-08-023 2%
5/8 4
3/4 1/2 sac-10-415 2%
5/8 6
3/4 1/4 sac-14-023 2%
5/4 6
3/4 1
sac-06-030 3
5/4 4
3/4 3/8 sac-48-030 3
5/8 4
1 1/2 Sac-10-030 3
3/4 6
1 3/4 sac-14430 3
5/8 6
1 1
sac-10-030 3
3/4 6
1 14 i
sac 46-035 3%
5/8 4
3/4 3/8 sac-08-035 3%
3/8 4
3/4 1/2 sac-10435 3%
S/8 6 '
1 3/4 Sac-14-035 3%
5/8 6
1 1
sRC-20433 3%
3/4 6
1 14 NOTE:
O
==== C2= -
r=~ =STEDT/sWUtan 11SEE M
.:.7
- g NEv.
5nI
% de m is for es enly. E13 Limes MJ_,
,g
%1
. - =..a
..17
.-.9 01-058 f
Rev. 3 s
B PM NOM. FIPs CATAIDC CODg sus (1N)
T(IN) 1/16 W(D)A1/16 D(IN)1 /16 3(IM)!1/16 1
4 3/4 6
1 3/4 sac M 40 3/4 6
1 U2 4
ggg.cg,4g 4
1 4
1 3/4 sac-10 060 4
1 6
1 1
Sac-1 W I
8 1
Ik Sac-2 W sac 06 OSO 3
1 8
1 3/8 sac-08-050 3
1 6
1 1/2 sac-10 4SO 3
1 6
1 3/4 sac-14-050 3
1 8
1%
1 sac-20 050 3
1 8
14 W
6 1
6 1
3/8 sag e 6
1 6
1 1/2 sac q Sac-M 4
1 8
1k' 3/4 l
8 1
8 14 1
sac-u-460 sac-20 060 6
1 8
1k 1%
l sac 6 8
1 8
Ik 3#8 s
1 8
3k 1/2 sac e =040 8
1 8
Ik 3/'
gag.10-480 8
1%
18 1 3/'
1 sac-u-080 s
2 12 2k 1%
sac-20-080 s
2 12 2k 14 sac-M-080 sac-06-100 to 1
8 Ik 3/8 sac-OS-100 10 1
8 1k 1/2 O
gag.10-100 10 1
8 1k 3/4 sac-M-100 10 1h 10 1 3/4 1
Sac-20-100 10 2
12 2k W
sac-M-100 10 2
12 2k 1%
sac 06-u0 u
1 8
sk 3/8 sac =04-120 12 1
4 14 1/2 sac-10-120 12 1
8 14 3/4 sac-u uo 12 14 10 13/4 1
sac-20-un 12 2
12 2k ik sag u0 12 2
12 2k 1%
'. sac-36-US 12 2
12 24 3
sac +140 M
1 8
1k 3/8 sac 48-144 M
1 4
14 1/2 sac-40-12 M
1 8
lb 3/'
sac-u-140 M
1%
18 1 3/8 1
sac-20-140 M
2 12 2k ik SE"-26-140 M
2 12 2k 1%
sac-36-140 M
2 12 2k 3
lO TTFICAL INSPsCTION DRAWING
'intrt/sNunast alsta CLAMP l:.c EmediteIL MIb REV.
SMI
' N~
_0 t
2 g3 TRIS DRANINC Is FOR INSPECTION FW* "'* _
p..-==
jn
- = -.
J.17 y
QI-058 y
Rev. 3 O
TM!aarESS WIDTR 501.T PM
,,, pg,g CATALDC CODE SIZE (D) T(D) 1/16 W(M) 1/16 D(IN) 1/16 8(IN) 1/16 SRC-06-160 16 1
8 Ig 3/4 SRC-08-160 16 1
8 14 1/2 SRC-10-160 16 1
8 ig 3/4 SRC-14-160 16 Ig 10 1 3/4 1
SRC-20-160 16 2
12 24 14 SRC-24-160 16 2
12 24 th SRC-36-160 16 2
12 2k 3
SRC-06-180 18 1
8 14 3/4 SEC418-180 18 1
8 14 1/2 SRC-10-180 18 1
8 14 3/4 SRC-14-180 18 1%
10 1 3/4 1
SRC-20-140 18 2
12
-24 1k SRC-24-180 18 2
12 24 1h SRC-34-180 18 2
12 24 3
SRC-06-200 20 1
8 Ig 3/4 SRC-08-200 20 1
8 Ik 1/2 SRC-10-200 20 1
8 14 3/4 SEC-14-200 20 1%
10 1 3/4 1
SEC-20-200 20 2
12 2k ik SRC-24 200 20 2
12 24 1h SRC-36-200 20 2
12 2k 3
SRC-06-220 22 1
8 ig 3/8 SRC-08-220 22 1
8 14 1/2" SRC-10-220 22 1
8 ig 3/4 SRC-14-220 22 Ig 10 1 3/4 1
SRC-20-220 22 2
12 2k ik
- SEC-24-220 22 2
12 2k 1
SEC-34-120 22 2
12 24 3
SRC-06-240 24 1
8 1%
3/8 SRC-08-240 24 1
8 14 1/2 SRC-10-240 24 1
8 14 3/4 SRC-14-240 24 1h 10 1 3/4 1
i SRC-20-240 24 2
12 2k ik j
SRC-24-240 24 2
12 2k th l
l l
'MA TtPICAL'3IISPECTI(Ni DRAli1NG This drawing is for inspectice purposea_ eel p 8TRWE/SRBSER RISER CLAMP
~ ^
punass MER3s T'
SRC 3 aus
=-
.17 QI-058
~
Rev. 3
'I SRF Type PC (See Notes 1.2)
I d
4i e
-d SRF Type BA (See Note 1)
[
-jp SRF Type RO (See Note 1)
I h-SRF Type 50 CATALOG CODE 3(IN)t1/16 SRT-06 3/8 SRF-08 1/2 SRF-10 3/4 SRT-14 1
SRT-20 1 1/4 SRF-24 1 1/2 SRT-36 3
Mt 1.) For rear brackets, see BRB-XRB.
2.) For pipe clamps, see BRM-SPC.
3.) Swav struts may be installed 1808 (and to end)'from the con-
~
figuration on the design (rasing.
O TITLEi'TTFTCXLTSPECTION DRAWDG
~:f
-~ FIXED'LENGTE SWAY STRUT r-,ub Aiv.
SNT Thisdrawingisforinspectionpurposed"es~ly.
5BT L
g2
~
- ~..
g--
--w e
-s
-.17 QI-058 Rev. 3 1 O 1.)
All socket welded couplings require a minimum of 1/16" pull back of the matension piece for proper fit-up.
2.)
Solid type couplings on struts and and plates on fixed struts shall not exceed 1/16" misalignment from the pipe (barrel) centerline.
3.) The coupling (solid / socket) shall be square relative to the barrel.
f L,
-- s
'.)
For modified struts, barrel size and
^
4 mini== weld sizes are shown below.
STRUT SIZE NOMINAL PIPE SIZE FOR SARRZt, MININDt VttD SIZE *(IN) 06 1" Sch. 40 3/16 08 1 1/4" Sch. 40 3/16 10 1 1/2" Sch. 40 3/16 14 2" Sch. 80 1/4 20 3" Sch. 80 5/16 24 4" Sch. 80 3/3 l
36 6" Sch. 120 3/3
- Need net be larger than the thickness of the collar.
5.)
If spacers are lastalled, the following notes are applicable:
(a) Spacers shall be selected to (e)
Installations where the gap approximately center the ayerod exceeds the thickness of one in the bracket / clamp.
spacer is acceptable.
(b) Spacer outside diameter shall not eaceed spherical bearing housing outside diameter.
(c) If the eyered is installed is a her-isontal positica and the resulting gap is just amough to install one spacer. ihe spacer shall be lastalled es the botton side.
(d) Due to configuration of braskat/ clasp, the resulting gay any not accomodate a spacer. Omitting of the spacer is permissible.
O
~
NC TTFIC4L pillECTION DRA1.VG F12ED L.INCTI SVAY ST1L'I e
This dravtag is for inspection purposes %1v.
ggy } '
[
J
.....17 QI-058 Rev. 3 O
- h'-
.s w->
SRS TYPE PC e
"7 8
(SEE NOTES 182 )
8 +d-m,2 E
SRS TYPE BA M
r,
1 (SEE NOTE 11 8 M4
~;
(SEE NOTE 1)
M=
4-8 O
1
,..a
,, T, g Tor information see sheet 2 of 2.
P 7///
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7 l
tl l l l I.! l I I I I i
/
V ),,,,,
l.
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This drawing is for inspection purpores only.
~
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21 u-s: L=
!I ' V//?--()
r Q
- . ri ll II I Illl 1
- )
Tm.twxen.13 suction oRatso V/fF "..
, p UsTAst.t sway sTRin '
,u.,
,mg so, RE v.
sn
.:a....
e; sun.
i<
le,
..17 QI-058 Rev. 3 O
SOLID TTF1 COUPLINC socEET TTFt COUFLInc 5(IN)*L/161(3)g1/8 C(D)*l/l CATALOC CCCE 5(IN)-1/16 2(IV)A /S C(Ulf /3 1
l CATALOC CDDE sas-06 3/3 1
1 1/4 sas-06 3/s 1 1/4 13/16 sas-Os 1/2 1 1/4 1 1/2 sRS-48 1/2 1 1/2 1 1/16 sas-10 3/4 1 1/2 1 3/4 SRS-10 3/4 1 3/4 1 5/16 2 3/16 d
sas-14 1
2 2 3/8 515-14 1
31/8 (1 13/1L _7 2J/16 sas-20 1 1/4 23/4 3 1/4 515-20 1 1/4 sas-26 1 1/2 3 1/4 3 7/8 sas-26 1 1/2 3 11/16 3un sRS-34 3
& 3/4 51/2' 335-34 3
5 7/16 6 9/16 M'
1.) For rear beschets, see BRE-IR3 (9.) For salvaged socket er solid type 2.) For pipe clamps..see SBB-sFC couplias, the "C" dimension sha.11 3.) sway struts any be tastalled 180' he at least equal to the height (eed to end) from the sesfiguraties of a scandard size out, shows se the design drevtag.
4.) All seskat welded couplings regstra a minimum of 1/14" pull back of the estension piece for proper fit-up.
O S.) solid type soupliass sa struts and and plates en fined struts shall est esseed 1/16" stealigeneat from the pipe (herrel) sosterline.
6.) The soupling (solid /seekat) shall be square esistive to the barrel.
7.) For modified struts, barrel size and minimum weld size are shown below.
STRUT sI.ZE N(3(INAL PIPE SIZE FOR RARREL MINIMUM WELD SIZI*(IN) 06 1" sch. 40 3/16 li" Sch. 40 3/16 t
08 10 lis" Sch. 40 3/16 14 2" Sch. 80 1/4 20 3" Sch. 40 5/16 24 4" Sch. 80 3/8 4" Sch. 120 3/8
- Weed not be er than the thishness of the sellar.
8.) If spacers are installad, the (e) las*.allations where the say fe. lowing estes art app 11aable" assaeds the thickness of ese (a) Spasers shall be salested to speaar ta asseptabia.
appremiastely seater the ayered in the braskat/ clamp.
(b) spasar outside diameter shall met enseed spheriaal bearing housias outside' disaster.
(s) If the ayered is tastalled is a her issatal positima and the resulting O
gap to Just ensegh to tastall ese speser, the spasar shall be lastalled en the battaa side.
R (d) Due to seafiguraties of bracket /alamp
- N.
the resulting gay any est asseesdare a spacer. 0mitting of the spasar is lTITLt.TTFICAL INSFECTION DRAWING l
ApJggTABLL.5M&3. sTADT permissibia.
t l MV. J SM T.
.u-
- i
__ Mass fqQ,.
o
..17 QI-058
~
Rev. 3
" ~~
lO MATERIAL:
sA-36; A-36; a
sA-51SCR55. 60, 65:
, TOTAL LENGTH OF SHIM
^~
I/8" MIN.
[.
MEMBER SIZE o
y (BOTH SIDEST) r/rN//////////////K':
snu I
r'
,7 v
+-
SEE WELD
.A -
DETAIL
- SHIM WIOTH Sggy fll /
Y///////////5 SHIM g
o TU8E r
A g n.
r i'
STEEL y,.
O WELD DETAIL SINGLE SHIP + ON TUBE STEEL (TYPEl)
Min. Wald "A" Shim THK
"$" Weld Size Lenath (Note 3) 1/16" 1/16" 1/2" 1/8" 1/4" 1/2" 3/16" 3/16" 1"
is" to 4" (Inclu.)
3/16" 14"
%" to 2" (Inclu.)
3/16" 14" NOTES:
- 1) For large bore pipe. the minimum skin width is 24".
- 2) For small bore" pipe 'thei shis width shall not be less than 4"'unless otherwise noted en drawing.'
l
i
~ ~ ~
~
i
.[ EI' Typt.s1 Insovetion 3 ravine j
5-Shis Details
.)
[s e o S
I.
N > b d E b E l b ;-. - - - - - -
c t
l.17 QI-058 Rev. 3
"'Tsa ia '
=>->.
O tr~or or s i
~o =
- 60. 65; S+ l/8' MIN [
m L ENGTH OF SHIM NO. I m
4 A-5134155, 60, 65 (BOTH SOES)"
MNwNNNNNNNN\\\\\\\\\\\\\\NN J/////////////////7 N/ifn
?
St I!
-4~
SEE WELD
~ '* ~
4 r//////////rA SHIM g;
f//////////jjf}
f - - -
- - -"-- -- Te--TU8E 3 **
f" s
STEEL TuaE-STE,EL sm
,lO WELO DETAIL STACKED SHIMS ON TUBE STEEL
.ms,
(TYPE 2) t) F., lars. 5.r.,1,e. a.
Min. Weld ainima skin width is 2%".
width shall met be less than
,/16" 1/16" h"
%" miess neced otherwise sa 1/8" 1/8" h"
3/14" 3/16" 1"
the dravias.
- 3) For small bers, the wald length is k" to %" (laals.)
3/14" Ik" equal to the width of elda #1.
%" to 2" (Inals.)
3/16" 1%"
- 4) When combinias skins, the thtaker of the two shias abould be attashed to the tube steal missa etherwise approved by engineerias.
S) Fillet veld,sise is equal to the thick-mess of shia it, but need met esseed 3/14". Length of fillet vald is equal to S tsass the thickness of sham it, but amed amt anseed.13/8".
For small bere, the weld length is equal to the shia width.
O Gy, h.-
C,"ffpical Inspecties Drawing Shia o. tails 4cumac s:
REV-S' WWM SE2M W is for t@psdtiha*",D ::^ enly.
8 1
2
~"
w
...,.17 QI-058 Rev. 3 O
MATERIAL:
Sa-se a-se A-57o SHW SA-31Sct35. 60, 65; s.ve-win -
i (SOTH SICES)
A-SLSc155. 60. 65 V/////////////////1 h
J T (MMESS S g E
S
/
b or socaL ca casATER mmNEss Team rupcz (T) TEsN: s=T MINUs U 16".
Se TRIGNESS OF SEIN IT sEIN Tszt:INESS IS.LESS TRAN FLA5cE TEIcENEss TEEN:
2) ursos ule". (szctrT Fot us" sEsu, saus" and U16" sm, s=1/16".
x, -- f f "A"
NIN.
MIN.-
f.
SEIN vtLa saIM i
F/////////A
~1 TEK(IN) 15CTI(IN)
- WIDTE(IM)*
u,
1/16 1/2 1 1/2
[
1/8 1/2 1 1/2 1
1 3/16 1
2
/
~1/4 to 1/2 1 1/4 2 1/4 l
i l
I I
i 1/2 to 2 1 1/2 2 1/2 i
i i
I t
,~
lv l
\\ STRUCTURAL e see Notes 2 and 3.
SHAPE
,w g..
SHIM ON STRUCTURAL SHAPE ~ OR PLATE (TYPE 3) g:
- 1) For large here, the assian sham width is 2%".
- 2) for semil bere, the sh&s width shall est be less them %" amasse otheavise ested se the desvias.
~
r r
- 3) per amm11 bere, the sold leastk is -
O i4 =
== -
x..
...s '-
\\
!'%Mres,,['h W M Dr5W134 L
E5 hts du m fettespeeedassansamassfsFv c " 9 sum, ' '
y-3y3
.17 QI-058 Rev. 3 O
MATERIAL:
1 Clamp Sedy: ASME SA-36 5-Seit a Fia:AsHE SA-193 Grade 87 Suts:4SME SA-1M Grada 28 Lead Sistributies Plate esME SA-36 i
h 3
.V zh
\\
~
L..a,
~g
~
S
/
E SIZEfu) T(n)M/16 CAT 4 LOC C008 3CN. FIFE SIZE (D) T(IN)t1/16 CATAL00 C00g_ Noet SSC-06-023 3:
1 U2 SSC-06-100 10 1 U2 SSC-08-023 3:
1 3/4 SSC-06-100 10 1 3/4 SSC-04-030 3
1 U2 SSC-10-100 10 2
O SSC-08-030 3
1 3/4 SSC-14-100 10 2 1/2 SSC-06-M0 4
1 1/2 SSC-20-100 10 3 1/2 SSC-08-M0 4
1 3/4 SSC-06-120 10 1 1/2 SSC-1&O60 4
2 SSC-08-120 12 1 3/4 SSC-06-050 5
1 1/2 SSC-10-120 12 2
SSC-08-OSO 3
1 3/4 SSC-14-120 12
' 2 1/2
$$C-10-050 5
2 SSC-20-120 12 3 U2 SSC-14-050 5
2 U2 SSC-24-120 12 4 U2 SSC-06-040 6
1 U2 SSC-06-140 14 1 U1 SSC-08-060 4
1 3/4 SSC-OS-140 14 1 3/4 SSC-10-040 6
2 SSC-10=140 14 2
SSC-14-060 6
2 U2 SSC-14=140 14 2 U2 SSC-06-080 8
1 U2 SSC-20-140 14 3 U2 SSC-06-080 8
1 3/4 SSC-24-140 14 4 U2 SSC-10-080 8
2 SSC-10 440 16' 1 U2 SSC-14-OSO 8
2 1/2 SSC-08-160
.16 1 3/4 SSC-20-080 8
3 U2 SSC-10=16C 16 2
NOTES:
1 1 O e.-
m -INSFSCTIM DS& WING r c; 5 P mm exrt a.mr 4 T-
,5*
l M*
..g m s,s.e m es.ima e - w.
- - - - - -.17 QI-058 Rev. 3 NOM. FIFE 812E Tf!N b /16 CATALOC CODE (TN)
$$C-16-160 16 11/2
$$C-20-160 16 3 U2
$5C-26-160 16 4 1/2 SSC-10 180 15 2
$$C-14-180 15 2 1/2 SSC-20-180 18 3 U2 SSC-24-180 18 4 U2 SSC-36-180 18 6
SSC-10 200 20 2
SSC-14-200 20 2 1/2 SSC-20-200 20 3 1/2 SSC-14-200 20 4 U2 SSC- > 200 20 6
SSC-10-220 22 2
SSC-14-220 22' 2 1/2 SSC-24 220 22 3 1/2 SSC-24-220 22 4 1/2 SSC-36-220 22 6
$$C-10-240 to 2
SSC-14-240 24 2 1/2
$$C-10-240 24 3 1/2 SSC-26-240 24 4 1/2 SSC-36-240 24 6
SSC-10-260 26 2
O SSC-16-160 26 2 1/2 SSC-20-260 26 3 1/2 SSC-24-260 26 4 1/2 SSC-5 260 26-6 SSC-10-250 28 2
$$C-1&-280 28 2 U2 SSC-20-250 28 3 1/2 SSC-24-280 28 4 1/2 SSC-W 250 28 6
SSC-10-300 30 2
SSC-14-300 30 2 1/2 SSC-20-300 30 3 1/2 SSC-24-300 30 6 1/2 SSC-W 300 30 6
$$C-10-320 32 2
SSC-14-320 12 2 U2 SSC-20-320 32 3 U2
(
SSC-24-320
'32 4 U2 SSC-W 320 32 4
34 2
l SSC-10-340
.SSC-14-340 36 2 U2 SSC-10-340 34 3 U2 l
SSC-24 340 34 4 U2 l
SSC-W 340 36 6
34 2
l SSC-10-360 36 2 1/2 SSC-16-360 O
SSC-20-360 34 3 U2 SSC-14-360 36 4 1/2
.'""~'"'0'**
SSC. W 360 34 6-(
TITLE.~ ~ ' ~
'J-- j.
~
Sc I
2 of 1.
This erswine spose-damsesti== --neats selv.
en
M-.17
. l_.. _ _
01-058 f
Rev. 3 6
i 1.
Y /
/) m i
DETAIL 1 5
Sue to eseuf acturing tolerances, the actual thschasse of structural shapes and plates L
any be less than the oestaal thashnese. This is asseptable end the weld' esse seed l
set be any greater than the actual thieksess if the differesse ( A ) between the
['
astual thiskmese and the sentant thicknesa doess's easeed the feliswings
-l d
IIeminal Thickness Allowable Difference ( O)
<3/8" 1/ 32"
.23/8" 1/16" The toes of eest re11ed shapes are rounded. In that ease, the edge is built up to assure full threat of the weld as shown above.
, )
/MACM.
y NAE 0'O
/
'Mtt ATER
/
/
'hAN835"
/
\\ 'e
,/
/
LESS p
p y
TMAN 4S' s
l
/
(
_,._ is vo is For skewed segles where 1398, the taspector esed est be eencerned shows the weld sise volese eachtalag is for. La which asse the wead will be a serest fillet veld with sise determined by the abishmeos of the esterial and the slope. If a weld else is provided es the app 11 sable deswieg.
i l.
the drawing weld sise will govers.
9
-I 3
~ _._ s
..a.
..si TITLE. Typteel Inspectica Deswing,
,v
.-- lield Sess1&s.
t s
8tEv.
SMT This drawing is for inspeestes ;r 3::s cal /.
N#
WELS m_
l Iof3
-- - 1i
% n --- - ~
.u y __
g'
, Attachment 6.17 I
QI-058 Rev. 3 i
3
/
'8* ' *
- m -
..s,3
/s/
/
/3 t
l l
/
/
~
e
,t i,t s
s b
[
I sy sv i
DETAIL 3_
4
.I n ma msrserna man mm er as : sammtes man a m arrenas mass vm m so.s sm amm a m arrucans maas, ar a urnes.
1 i
O d
y 4merm<an.
/
/g
/
/
- 4as*sn<so*
(
f, A' n y
,/ ('
h i
j
/
.a.
v A
+
5 sV sK 1,
KTAlki
- l
.1
..,m e m... a.m e = s m e.
= a
-..,===
== =,== ======= = = masamo.
g, m,m m
m m
m t
q w
m.m e
e e
s s
?
.j
. _.Ria."Ng.p. tion.kiFwtas i
.s m.
"* d"'888..g #= saspengsg,,=,eme ami 5WW i
M imew 1
1 n
- W
-.17 r-QI-058 O
Rev. 3
/
'Jo'st < 45*
4 4
d d
slX i
g i
t i
The "d" dimessies shall be esseured and shall, at a staisua. seet the requirements of the table below i
l I
Wold Sise teentred "d" Min.
[
3/8 S/16 7/16 3/8 1/2 3/8 9/16 7/16 5/8' 1/2 11/16 9/16 3/4 9/16
(
T
- .4 g
g p
For 93/Dg,> 2/3 only the weld between,etats A-8 C-9 eseds to sessured.
l C
0 DETAIL 6 v.s : - - ~ r an.
co a sts b~
t u.
,.w...
....... w a mic w i *-
- - m,y.
=;= e-
.wi.,
vei..e 1.
~st,1 iff_
?' 35 3 m. d..wi
- i.. 3 ee.1.s f r,s.o.
l
1.17 01-058 Rev. 3 lO l
U AI E NIA L'4as Sa-264 c..!
I er sa 34 G 9I 70 i
i SESS %.%.1.3.10 SEES 06.08.10.14
$4EES 06.08.10.14 C&Ts as CDOE 9(13)T!/l4 TO(1M+5/te. -1/16 l
gas %.%
3/8 1%
sans se 3/s 1%
333 06 3/8 1%
ses Og 1/2 2
8333 Os 1/2 2
333 es 1/2 2
pas 03 3/4 2%
sans 10 3/4 3%
Ens 10 3/4 2%
mas te 1
3 3/16 saas to 1
3 3/18 333 to 1
3 3/14
.~
t
~
l
~
O l
stast/suunssa saan saacurt RTITLE. TTFICAL IssPECttas Staii1NG Ha% s SMI This drawing la for inspeestaps,
-. E t c
_c,
- =* t SSRS /1"RS,
I O I 1 ef 2
.-a e u.a. SAA r.
65 bTG we hh l ggv iIy -
}
(Al S /St'p *
- c i
3
.=m L
rv,
t.17
. 'QI-058 f
Rev. 3 O
s 3
MATERIAL
- d a,
ASIS84-266 CL.1 o
db V
er
- I ;; I ;
34-36 M
c iag st i
OR sl2 E S 30.2 4,34 SIZES 33.10 0 XRS SIZES 20.24,34 CATALOG C00s 3(31 A 1/16 TOUN) +5/16. -1/16 3
3(13) +1/s. -o saas-20 1 1/4 4
s/A s/a IRS-20 1 1/4 4
g/A N/A SERS-24 1 1/2 5 1/4 g/A s/A E33-24 1 1/2 5 1/4 5/a N/A SRAs-34 3
8 N/A N/A O
xas-36 3
s N/A 3/4 Sims-35 1 1/2 5 1/2 2 1/16 Min.
'3/4 2 1/4 Mas.
sess-loo 2 1/2,3 3
3 1/6 Man.
2 3 S/16 Mas.
- See usta 1 1
NOTES *
- 1) 2 1/2" pts as k arrosser ends
'3" paa es transities kit end.
O
~
~,
x1 3...
stauf/svusssa asaa snacKtf l
Tuts gaAlf!NC 13 pga 13sygCTIGf PURposts cutY.
nedsass set agy; m
l ns/ stas /snsa o
2es;
~
m
'.18 QI-058 Rev. 3 Page 1 of 6 ITT GRINNELL COMPONENT STANDARD SUPPORTS IhTEX DESCRIPTION PAGE
- Steel Pipe Clamps (Fig. 295) 2 Steel Pipe Clamps (Fig. 295H) 3 Steel Pipe Clamps (Fig. 212) 4 Beam Attachments (Fig. 66) 5 Sway Strut Assembly (Fig. 211) 6 s
O
+
I i
l O
a,es
~--
,,m--w-
---mm e-w w-e p-~-+-~-eww
-s swv-~
w~---re
- Nwve-
-"'"w'**
- ' * - ' ' * " " ' ^ * " " " * ^ ^ ^ ^
^ ^
..18 i
QI-058
' \\
Rev. 2 Steel pipe clamps double bolt pipe clamp SIZE MANGE: % througn 34 incM.
l fig.295 MATERIAL: Careon steel.
FINISH: 81ack or galvanced: furnianed etack uness oeierwee specreed.,
.. el SERVICS: Mecommended for suspeesen of pice re.
emnng us le a inenes of insulanon and wnere neschty f
of irie osmo e oseracie - wen me umrtauen at tem-perature ar,d loads shown below.
MAXIMUll TEMPEMATUME: 750*fr, APPMOVALS: Complies wiet Federal Soeoffeacon WW.H.171 E (Type 3) and lildenuincturers Stancarciza-een Sedeey SP W (Type 3).
INSTALLAllOft: AIInchtnent to the ciamp may be made widt a welded eye red Ag. 278. page pn 52. or
-e-use wehsess eye nut ag. 290, page pn 59.
f1WM).__ "_ N Fiatunas:
O 7 er i
. i.eas ese and sonstmont we anand ousade of a inen ihick pipe severing.
,p
.g.
s
. t.aed redngs meet ANSI code remarwnefM and are f'.
summonessed tv senerasery tent.
. noundes esmere on camp ends orcmde greater sanely serpereennet
\\
./
I OROEIWH3: Spoofy pipe aire. Igure numeer name.
e e
leado e weights e distenelene (inenes) mas eusse insa as est aares a ~
agg see esemus see esaw reso a se tes e
e e
e P
e a
at see see m
iv.e et t"tr I't.e le he a t t%
t 9W SN FS l'i e et (
3er,,
g
%,e ig 1%
tas em at 1%
4 Ig, 4 2'".a 8e
- .e 1"'e t tt 13e4
, IM 334 t'%e 1
l-
.* I ag at
%a1%
2%
3 1948 13N m
get
?/ I g4 stt et
% tw 2'".e 2%
vsee
- 2mm op IFR ast.,
t es,. I am gan
% a 1%
2'8*.
3 1948 1M 36 geh 1%e OH8 S'his 84
% sin 3%
4
~ 3N'S M
M 3at 1%e F't 89%
g er,e a 3 4%
S M
2'*'en 1%e at 7
8.a a 2 5
4 M
M 1140 4%
1%e S'*.e 88 Pie 4
% a 2M 8%
8 2 M M
tage 3%
89 e te's'.e 98%.
g at 3,t Fw
'O 2Ede 1Mt 886 1%s 12 te8'.a t
% s 24 sh II 33e9 M
M Fi 1%e la t lse t
99sIM 3%
to
,M M
3M Pfie 3
14%e
- 13"/,e t4
%a3 te"/.e ta
M 412F te%e 2
SEI'in ta'%a t%
tt : 2 1 t'%e te
~ ~dW M
oder tt%s 3
teYie 14"Ise in et a 3 II"/.e M
"$400 aggt-
-,- -- 975 test 3
1714 159b tto 4s3 to se sans acts ist a
team e fth int at 3 is IS Gogg
- ~ *. ~
itsh trit In 3eth 31 %
14
%a4 2e
- 139-Y-,', W
-1996 39%
Web Este t%
4:$
21 %
23 amma 6
.meen tese 39t M
2R tg at t 8 22 %
~' 34
.,tese
-.e.
gyg,. %ast 3
34 3%
t:S 28
- 3esh 319%
3 at4 3Fm 14 1a3 25
. cap. a es g p
' saussem seesses sienn st ow m CQdQ
. j _ __ _. _ _ _.. _ _ _ _ _ _ _ _ _ _
..18 01-058 Rev. 2 Steel pipe clamp heavy duty double bolt pipe clamp SIZE MANGE: 8 trwougn 36 inen, flg. 295H MATERIAL: Carton steel.
FINISN: Slacit.
SERVICE: Recommended for suspensen o't cice re quwstg up to 4 incnee of insulanon ane wnere flexicits
),
of the cienig is deeracle.
As.)
MAXI 44Und TEMPERATURE: 750*F.
APPROVALS: Complies vntn Federal Soecificane WW.H.171 E (Type 3) arid Manufacturers Standarciz:
tion Somesy SP.49 (Type 3).
PEATURSS:
e L. sed het and attachment will extend outsde of inest ttisit pee covenng.
e 1. sed reenge most ANSI code requiremente and at summenested by lemoresory test 06: Spedy pipe site sgwe nuriseer.' riame
- e==
~~ ~ ~
GC3 4
f[:..D.4.
l.
. a,..
l
'5.
t g
< R I...,
e u
av > -
-.+> v.
loade a weights e detenelens(inehee) mesumma wissa, pese esseremnaseemmenusse e,
see upteerg
,es, ns.
..e, e.
e-e e
e asas
==
ise i=
te,.
re,.
i
%.2w 8
6 6
15 S
3 81 4 10%
tm
% s24 F4 to date M
M 92 %
19 4 t%
- ,a2%
9 13 FM M
M
$4 34 tese 138' e 1%
%a2h 10 %
14 M
geg M
pt gag 134 13g tg hae It%
te i
sen s
17%
e4%
34 4 4w 12 %
88 tages tam '
tism tag att tem tow a
i s4 14 4 l
M 183W
, ' ' ~ ~
.Jh 19 %
tF%
3 1 as it
- =
24 t"
te m t
tem 2et 158'.m
""2 2
?
a 80 %
28 10EEP 30s00 tem a
att 5%
2%
1 s7 23 %
30 ansas **
. 2_1 44 4 -A Stt 34 2%
1 8
24 %
~'
' 2% 4 1s St 2%
1% e a 29 4 32 2SFm 34 23003
'h gaat
, 4g syg 33M Stt 14 s7 28 %
2 3
3BEAS 47308 aset an esm 34 4 3%
tWs8 30 4 seeses eIsie M'M eMfs/s apeW Case er heeuwe Mpung,
..18 stati pipe clamps QI-058 Rev. 2
-medium pipe clamp flg. 212 SIZE MANGE: Yr tnrougn 30 inen.
MATERIAL: Carton steet.
FINISH: Black or galvanced: fumesned esack umess oenenwise spooses.
SERVICE: Mecommended for sussension of coid oio,
)
lines or het lines where little or no insulation is recust MAXIMUM TEMPERATURE: 7!0'er, APPROVALS: Uneerwreers' Laboraeones Ested and Factory Mutual approved for % intougn 4 inca nice.
g Complies witn Federal Specification WW.H.171E (Type 4) and Manufacturers Standansizauon Somery g
se m (Type 41 INSTALLATION: 66stmelly used wen wellSeas eye nut Ag. 290, peGe ph.SS, or eye sed.
FEATURES:
-e-bl i -47
- Land raonge most AN88 eede regarements and are
- a=ae==d or ia=r=ry :*=.
=
e c=nes menor is Rpe.
l l
e wide range of staes.
t A
l e Rounded comers pnswsde greater safety for person.
-a, not e-
. e a
@f-i -4._.
CROERING: SpecNy pipe stre. figure numeer, name.
loads weights e esmensione (ineheep a n.
i s r seness - -_ _
I e
i ese ses* l rue,-
a serses e
e e
a l
7 l
e w
l l
SCe 448 9
1 1"/m 1
l et 8 'e
%81 t !*4 t
see aos a
sit.
ta'in tit
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,..18 QI-058 1
Rev. 2 beam attachments wolded beam attachment flg. 68 MAxlMUM RECOMMENCED 1.QAO: 71.280 tes.
MATEMAL: Carson steel.
- p. i SERVICE: Mecommended for attacament to cottom of j
d
--C,!\\--.
tod saas are large.
beams, esposaily where Icads are censidera=e ar c HOW TO SIZE: Size of attachment is determmec my l
i g
saae of rod.
Q APPAOVALS: Complies vath l'odoral Scec:Meatien D.,
WW.H 1718 (Type 22) and Manufacturers Stane.
h l[
arttzaden Sesisty SP 49 (Type 22).
l l
g' neSTAu.AriON: w nenemy at ew beam is eesired.
1
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<w awammesa%
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sheen a sie lat. N vertical adlustmortt is desirac. use TE**
wiWI fireeded red and nut and weld the attachment irt essmans
-= t- - =
atrinverted paedon to Die beam as shown at tatt.
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PEATURSS:
..J e WW assommodese very heavy loads and red sizes y
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e Can to instened so se to provide for eitrier flembility
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e Versamly eAnnse economical stocking and erecnicrt.
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a,
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M; *:-.-.. - M ORealWHO: Soecify rod size, figure numeer, name.
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Page 1 of 2
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