ML20236N898
| ML20236N898 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 03/16/1987 |
| From: | Zill R EVALUATION RESEARCH CORP. |
| To: | |
| Shared Package | |
| ML20236N530 | List:
|
| References | |
| QI-058, QI-58, NUDOCS 8708120146 | |
| Download: ML20236N898 (94) | |
Text
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EVALUATION RESEARCH CORPORATION l
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COM/ SCHE PEAK RESPONSE TEAM y
QUALITY INSTRUCT!.ON FOR ISSUE-SPECIFIC ACTION PLAN VII.b.3 I
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INSTRUCTION NO.: QI-058 G.w.. " ' "J R y ~
%'j REVISION NO.: 4 ISSUE DATE:
03-16-87 REINSPECTION'0F PIPE SUPPORTS
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TRT-USUES - 42 PIPE SUPPORTS 3//2[67 Prepared by:
Date:
Issua Coordinator
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3!/3!8k Approved by:
Date:
Hag / ware Supervisor
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Date:
- W Approved by:
On ' Site QA Representative Approved by:
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[G Date: 3!/6 [h QA/QC Review Team L(ader
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070731 D
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0I-058 Rev. 4 i
.jE 1.0 PURPOSE sq 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.
4 2.0 APPLICABILITY This procedure is applicable to the 42 pipe supports ide;.cified on page 2 of the population items list "TRT Issues - 42 Pipe Supports".
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3.0 REFERENCES
3.1 Memo QA/QC-RT-5930, to J. Christensen, delineating l
documentation used in the development of this instruction including specific sources for attributes.
3.2 CPP-009, " Performance of Reinspection and Documentation Reviews."
4.0 GENERAL I
4.1 Responsibilities QA/QC Inspectors shall perform a visual reinspection /
verification in accordance with this instruction and Reference 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 attributes, 4.1.2 QA/0C Inspectors i
i QA/QC Inspectors perform documentation review in accordance with this quality instruction and record results and deviations.
4.2 Policy,
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Activities parformed under this procedure shall conform to the
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policies contained in the latest Comanche Peak Response Team Program Plan and Issue-Specific Action Plan VII b.3.
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QI-058 Rav. 4 5.0 INSTRUCTION (Notes 18, 19, 20, 21, 22)
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i _f The Inspector will use the Reinspection Checklist (Attachment 6.1) s to document Inspection Results in accordance with CPP-009.
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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.
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 Configuration (Note 5) 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).
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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 Dh'G/ CMC.
Structural components shall be verified by checking the appropriate nominal dimensions.
ITT Grinnell components in Unit 1 and Common can be verified by checking actual nominal dimensions against dimensions given in.18.
5.2.2 Materials - Record the itam 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.2.
This information is required for documentation review only.
pLJ 3
QI-058 Rev. 4 5.0 INSTRUCTION (Cont'd)
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5.2 Configuration (Cont'd) s 5.2.3 Orientation - Verify that the support orientation is in accordance with the design drawing / component modification card (DWG/ CMC) and hanger location drawing (BRHL/GHH).
Also identify in the remarks section snubbers, struts and springs which are installed opposite (end to end) to that shown on the drawings.
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 tolerances.
Skewed member attachment points shall be based on centerline of skewed member and not the center of the " footprint" created by the attachment weld.
(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 f( )
1.
Baseplates (Note 2)
From centerline of support attachment to centerline of bolt i 1/4 inch.
When shown on the DWG/ CMC, the ed e distance from the F
centerline of bolt to the edge of the baseplate shall be considered the minimum.
If edge distance is not shown on the DWG/ CMC the dimension shown in Table 5.3-1 Page 9 shall be considered the minimum.
2.
Structural Members Centerline of bolt location shall be within i l'/4 inch.
J When shown on the DWG/ CMC, the longitudinal edge distance j
shall be considered a minimum.
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QI-058 Rev. 4 5.0 INSTRUCTION (Cont'd)
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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.
Ine tolerance of attachments to baseplates shall be 2 1/4 inch.
C.
The tolerance for component member length shall be 1/2 inch.
L D.
The tolerance fo component member locations shall be !1 inch (other than baseplates).
E.
The tolerance of reference (REF) dimensions shall be 12 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)
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" Cut-to-Suit" shall mean that an item can be
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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 15' 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" t 1/16" (e.g. 0" on one side with 1/8" 1 1/16" on the other, 1/16" t 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 cf both gaps may not exceed 1/8 inch or be less than 1/32 inch. Where design shows 0" on
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bottom (in the gravity direction)
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then it shall be such with no allowable variation.
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QI-058 Rev. 4 5.0 INSTRUCTION (Cont'd) f~~
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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.
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1.
Where shims are used to maintain clearance, the typical shim detail sheets (Attachment 6.17) shall be adhered to.
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.)
i When not specified on DWG/ CMC the locking device vill be one of the following:
lock nuts jam nuts drilled and wired nuts I
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QI-058 Rev. 4 5.0 INSTRUCTION (Cont'd)
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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 nci 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)
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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.
(Note 6 7, 8, 10, 11, 12, 15, 23)
5.4.3 Butt veld Reinforcements - Verify that the height of reinforcement complies with Attachment 6.5.
(Note 9, i
13) 5.4.4 Undercut - Verify that undercut (on welds, plates, brackets, etc.) does not exceed 1/32". Reco'rd the undercut, (regardless of size) on the Inspection Checklist. Undercut may be due to grinding or other metal removing operations.
ON) 7
QI-058 1
Rev. 4
'5.0 INSTRUCTION (Cont'd)
A 5.4 Support Welds (NF) (Note 17) (Cont'd)
I 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 I
interpretation of radiographic'and/or other required NDE could be accomplished.
5.4.7 Welder ID S'ymbol - Record the welder symbol on.6 for later document review if a welder sfiabol is visible.
5.4.8 offset of Butt Welds - Verify maximum offset of finished butt welds is not greater than shown in.16, Teble B and that they have been blended u.41formly over the width of the finished weld, 5.5 Pipe Clamps (Note 1) 5.5.1 Pipe Clamp Halves Parallel - Verify that pipe clamp halves are parallel.
For Acceptance criteria, see.8.
5.5.2 Measure and record the dimensions shown on Attachment 6.8.
5.6 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 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 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 resulcant gap between the spherical bearing and the bracket or clamp is less than the 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. 4 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 nominal thickness of the *:.nubber adapter plate, nominal bolt diameter and depth of bolt recess for each recessed bolt as shown on Attachment 6.11.
fs 5.9 Threaded Rod Thread Engagement 1
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 and onubbers with extension or transition kits.)
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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QI-058 Rev. 4 O
TABLE 5.3-1 MIN. EDGE BOLT 0 DISTANCE 3/8" 9/16" 1/2" 3/4" 5/8" 7/8" 3/4" 1"
i 1"
1 1/4"
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1 1/4" 1 5/8" 1 1/2" 1 7/8" 1 3/4" 2 3/16" 2"
2 1/2" (h
V 10
QI-058 Rev.
l.
NOTES:
D (V.
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 w' nose edge distance is less than 1.5' bole 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 I
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 veld detail drawing (see page 52, Attachment 6.17).
12.
For fillet welds on skewed angles between 45 and 60*, act 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 11
QI-058 Rev. 4 NOTES: (Cont'd)
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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 imr.ede 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.
19.
Dimensions shall be measured to the nearest 1/16", unless otherwise specified.
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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.
23.
Any single continuous fillet weld may be less than the specified fillet weld 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.
b.v 12
QI-058 Rev.)4 6.0 ' ATTACHMENTS' N{
,RNr 6.1 Reinspection Checklist-6-2 Materia 1 'Identifica tion -
6.3 Bolt Edge Distance
.6.4 Fillet Weld Size 6.5-Butt Weld Height Reinforcement 6.6 Welder Identification
~ 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 Gap - Spacer Thicknesses 6.11 Snubber Adapter Plate Bolt Thread Engagement Length 6.12 Supplemental Remarks k
6.13 Inspection Tools Used 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 0
13
_ _ _ _ - - _ -.1 5
COMANCHE ?EAK RESPONSE TEAM QI-058 CHECKLIST Rev. 4
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?OPULATION DESC VERIFICATION ?KG NO.
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PS42 PAGE 1 0F 2
QUAL;n INSTRUCTION QI-058
[ REINSPECTION
[ UNIT 1 EQUIPMENT MARK / TAG N0.
C DOCL' MENTATION REVIEW
[ UNIT :
[ COM'.ON VERIFICATION A
ACCEPT REJECT DATE b
Support l
5.1)
Identification i
5.1.1 Mark Number 5.1.2 Installed Components 5.2) Configuration 5.2.1 Componento 5.2.2 Materials N/A N/A 5.2.3 Orientation 5.2.4 Installation 5.2.5 Offset
,m 5.2.6 Clearances IV]
5.3) Threaded Fasteners 5.3.1 Locking Device 5.3.2 Tightness 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
[7 INSPECTED SY:
b APPROVED SY:
LN5?ECTOR J.C 2
_ZAD :NS?ECTOR
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i CCMANCHE PEAK RESPONSE TEr(.1 CHECXLIST QI-058 p
Rev. 4 i
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POPL'LATION DESC VERIFICATION PKG NO.
PS42 PAGE _ pF
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VERIFICATION t
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ACCEPT REJECT DATE
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5.5) Pipe 01 amps 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
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5.7.3 Gap
_5.7.4 Contamination 5.8) Snubber Adapter Plat e Bolt Thread Engagement f-s 5.8.1 Engagement Length
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5.8.2 Record Dimensions N/A N/n
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v 5.9) Threaded Rod Thread Engagement 5.9.1 Engagement Length 5.10) Record Snubber Cold Set N/A N/L i
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Attachm:nt 6.2 QI-058 Rev.
4 Page 1 of 1 VERIFICATION PACKAGE NO.
HANGER MARK NO,/ DRAWING NO.
MATERIAL IDENTIFICATION ITEM NO.
DESCRIPTION IDENTIFICATION INFORMATION
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Inspector Date i
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. _ _ _ _ _.3 QI-058 Rev.
4 Page 1 of 1 VERIFICATION PACKAGE NUMBER
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HANGER MARK NUMBER / DRAWING NUMBER BOLT EDGE DISTANCE (Informational)
BOLT DIAMETER (inches)
EDGE DISTANCE (inches)
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Inspector Date
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.4 QI-058 Rev. 4 Page 1 of 1 O
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CONCAVITY If the profile of the fillet weld is concave, verify 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" (*5/32) 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" (*5/8) 1" 0.707" (*23/32)
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. Attachment-6.5 QI-058 Rev. 4 Page 1 of 1 Q:
'-b 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
' ThicknessL
. Maximum Reinforcement Inches' Inches' Up to 1/8, incl.
3/32
.0ver'1/3 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,Lincl.
1/4.
Over 2 The greater of 1/4 in, or-1/81 times theLvidth of.
the weld in inches.
REINFORCEMENT OF BUTT WELDS (NF)
The height-of reinforcement on each face of the weld shall not exceed the following thickness:
R Nominal' Maximum Thickness Reinforcement Inches Inches
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Up to 1, incl.
3/32
.Over 1 to 2, incl.
1/8 Over 2 to 3, incl.
5/32.
I Over 3 to 4,' incl.
7/32 L
Over 4 to 5. incl.
1/4 l
Over 5 5/16 q
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-.6 QI-058 Rev. 4 Page 1 of 1 e
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-WELDER IDENTIFICATI N l
VERIFICATION PACKAGE NO.
HANGER MARK NO.
' WELDER IDENTIFICATION
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4 Inspector Date O
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i l.7 QI-058 Rey, 4 Page 1 of 1 LO l
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LOAD PIN AND LOAD BOLTS
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Rev. 4 Page 1 of 1 VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NO.
PIPE CLAMP HALVES FARALLEL'SM ENTER ALL DIML4SIONS. TO NEAREST 1/32", IN INCHES 1
2 3
i S1 S2 A
Si and S2 dimensions are taken at opposite sides of the clamp.
B
- Comments:
"5" dimensions on the same side of the clamp at points 1, 2 and 3 shall iO 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.
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..9 QI-058 Rev. 4 Page 1 of 2 VERIFICATION PACKAGE NO.
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v' HANGER MARK NO./ DRAWING NO.
SNUBBER / STRUT SERIAL NO.
SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS l
REAR BRACKET - PIPE CONNECTION END
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SPACER NUMBER OF SPACERS NOMINAL INSTALLED ON EACH SIDE OF SPHERICAL BEARING THICKNESS SIDE G1 SIDE G2 i
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1 At tachc:ent 6.9 QI-058 Rev. 4 VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NO.
SNUBBER / STRUT SERIAL NO.
SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS i
REAR BRACKET - BUILDING CONNECTION END SPACER NUMBER OF SPACERS NOMINAL INSTALLED ON EACH SIDE OF SPHERICAL BEARING THICKNESS SIDE G1 SIDE G2 wQ m
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G1 + G2 = RESULTANT GAP
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' Attachment 6.'10 QI-058 Rev. 4 Page'l of 1-VERIFICATION PACKAGE NO.-
- HANGER' MARK NO / DRAWING NO.
i
.j SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS SPACER THICKNESSES j
XRB SIZE
'* SPACER THICKNESS EACH
{
06 1/8" l
-08 1/16" 10 3/32" 12/14 3/32" 20 11/32" 24 5/16" l
36 13/32" SPC PIPE CLAMP SIZE
- SPACER THICKNESS-EACH, j
06 5/32"
'08 3/32" 10
-1/8" 12/14 3/16" 20 3/8" 24 O
3/8" 36 1/4"
- Nominal Dimensions O
l j
a 1
_ _ _ _ _ _ _ _ _.11 QI-058 Rev. 4 Page 1 of 1 VERIFICATION PACKAGE NO.
,m HANGER MARK NO./ DRAWING NO.
SNUBBER SERIAL NO.
SNUBBER ADAPTER PLATE BOLT THREAD ENCAGEMENT LENGTH SOLT cp - nominal thickness dg
\\
g f snubber adapter h6 D - nominal bolt
~
diameter.
M h ~
d - depth of recess
.--g e
/
/ \\
A x " ^
- 0 **** 7 uva
. ADN9Et PLATK BOLT cp D,
d 1
2 3
4 Inspeetor Daee O
E Attachment'6.12
(-
QI-058 Rev. 4 Page 1 of 1, SUPPLEMENTAL REMARKS O
VERIFICATION. PACKAGE NO.
' ATTRIBUTE (No./ Description)
REMARKS l
s O
INSPECTOR DATE 1
l Attachmant 6.13 QI-058
)
l Rev. 4 Page 1 of 1 INSPECTION TOOLS USED ATTRIBUTE TOOL CODE (s)
SER. #/CALIB. DUE DATE
~
5.1 Identification 5.1.1 Mark Number 5.1.2 Installed Components 5.2 Configuration 5.2.1 Components 5.2.2 Materials 5.2.3 Orientation 5.2.4 Installation 5.2.5 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 5.4.3 Reinforcement 5.4.4 Undercut i
5.4.5 Cracks / Fusion
\\'
5.4.6 Surface 5.4.7 Welder Id.
5.4.8 Offset 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 5.7.1 Spacers 5.7.3 Gap 5.7.4 Contamination 5.8 Snubber Adapter Plate Bolt
-Thread Engagement 5.8.1 Engagement Length 5.8.2-Record Dimensions 4
5.9 Threaded Rod Thread Engagement 5.9.1 Engagement Length
[
5.10 Snubber Cold Set
~
Attachmant 6.14 QI-058 Rev. 4 7-INSPECTION TOOL AhD CODES k
i CODE TOOL AF l
Angle Finder BL Bioble Level BS Boroscope BW 1/32",'1/16", 3/32", 1/8". Wire CG Contour Gauge DF Dry Film Thickness Gage FG Feeler Gages-FL 1
Flashlight FM Fibre Metal Fillet Gages CG GAL Fillet Gages EL Hi-Low Gage MG Magnifying Glass,'
MI Micrometers MM Mirror MN Magnet i' PB Plum Bob PR Protractor SC Slide Caliper
' SR 6" Rule y
ST t
Steel Tape Measure TG Taper Gage O
TW Torque Wrench UD Undercut Gage (Dial)
UT.
Undercut Cage (Pit)
VC Vernier Calipar VT Visual Inspection
\\
b 4
f f
1
i 1
I Attachm2nt 6.15 QI-058 i
Rev. 4 1
,'~'N)
Page 1 of 1 i
x_/
}
VERIFICATION PACKAGE NO.
i. ~5
.ql I HANGER MARK NO.
- i...
I l
Y ADDITIONAL WELDS m
OM'.
\\
.g
, ~m N -l i
g
)
Inspector Date ss
W achment-6.16 QI-058-Rev 4 L.,,
Page 1 of 1
,l' &.
'~
TABLE A MAXIMUM ALLOWABLE OFFSET IN FINAL WELDED JOINTS
.Section' Thickness Direction of Joints In Inches Longitudinal Circumferential Up to'1/2, incl..
1/4C 1/4t
'Over 1/2 to-3/4 incl.
1/8 in.
1/4C n
Over 3/4 to 1-1/2, incl.
1/8 in.
3/16 in.
Over 1-1/2 to 2, incl.
1/8 in.
1/8t Over 2-Lesser of Lesser of 1/16t or 3/8 in.
1/8t or 3/4 in.
- t - nominal thickness of the thinner section of the joint.
-s TABLE B MAXIMUM ALLOWABLE OFFSET IN FINAL BUTT WELDED JOINTS Section Thickness Maximum Allowable Inches Offset Up to 3/4, incl.
1/4t*
Over 3/4 3/16 incl.
- t = nominsi thickness of the thinner section of the joint.
4 O
L Attachmant 6.17 b
QI-058 Rev. 4 Page 1 of 55
\\v, TYPICAL CONSTRUCTION DRAWINGS INDEX Drawing Title Page Welded Beam Attachment (BBU & BBD) 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 Steel Pipe Clamp (PDC /PTC) 8, 9, 10, 11 Standard Riser Clamp (PRS) 12, 13, 14 Bolted U-Guide (PSG) 15 Welded U-Guide (PUG) 16 Standard U-Bolt (PUS) 17 Heavy Duty U-Bolt (PUH) 18 All-Thread Rod (RAT) 19 Rod Coupling.(RCP) 20 Weldless Eye Nut (REN) 21 End/ Full-Thread Rod (RET /RFT) 22 Forged Eye Rod (RFE) 23 Rod with Plate Eye (RPE) 24
[ 'N Forged Steel Clevis (RSC) 25 l
Turnbuckle (RTB) 26 s-Welded Eye Rod (RWE) 27 Washer Plate (RWP) 28 Adjustable Length Snubber (SMA) 29, 30, 31 Fixed Length Snubber (SMF) 32, 33, 34 Strut / Snubber Fipe Clamp (SPC) 35, 36, 37, 38 Strut / Snubber Riser Clamp (SRC) 39, 40, 41 l
Fixed Length Sway Strut (DRE) 42, 43 Adjustable Sway Strut (SRS) 44, 45 Shim Details 46, 47, 48 Super Stiff Pipe Clamp (SSC) 49, 50 j
Wald Details 51, 52, 53 Strut / Snubber Rear Bracket (SMRB, SRRB, XRE) 54, 55 i
- NOTE: Where information contained in these typical drawings differs from QI-058 procedures, the latter shall govern.
t
_ _ _ _ _ _ _ _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _.17 01-058 Rev. 4 MATERIAL.*
O
~
F D'
r 444 asse 84-34 i> 8 set.t astm 4307. sa-3c7 M
WUT ASTW 4-H 3 Crede A y
[.h, g Pts ABIs 84-34
- .'? J 1
v g,I...
CA 2 300 $11 CATA10C C098 BC4,7 $12E STOOL S!1t(san) a(Is) ! 1/16 (aan) arts) - 1/16 (see sete 1) sffs) (See seca !)
93 3/8 03 1/2 2
1/4 M
1/2 M
$/8 I s 1/6 I
05
$/8 05 3/4 3 a 1/6 M
3/4 M
7/8 2 1/3 a 3/8 07 7/8 07 1
21/2s3/4 08 1
M 1 1/8 3 a 1/2 09 11/4 09 1 1/4 3 a 1/1 18 1 1/4 10 1 3/4 4
S/3 12 1 1/2 12 1 5/8 5 a 3/4 14 1 3/4 14 1 7/8 5 a 3/4 16 2
to 2 1/4 6 a 1/4 18 2 1/4 18 1 1/2 e s 3/4 20 2 1/2 30 2 3/4 6 s 3/4 O
NOTES:
1). 1 les ene sne., n.,1= ved....,,sas.
3). Wind Dia. any very
- 1/8.
Thishness Dia. any easy ?; 1/16.
TITLE. TVPICAL 13SP8CT10s OsaWDC WElaES SEAll ATTACWWff This drawing is for taapessies purposes only.
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MATERIAL:
[
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A A
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7 to 3 U4 4
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se
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91&gc Coet U(ts) t 1/8 3(tm) t 1/16 O
eMA - os 2 ut 5/s BMA - 85 2 U2 3/4 i
BMA - M 3
7/8 SMA - of 3
l L
BMA - OS 3 U2 1 1/8 1
BMA - M 4
1 1/4 EMA - le 4 1/2 1 3/8 BMA - 12 5 U2 15/4 SMA - 14 5 1/2 1 7/8 l
BMA - 16 6 U2 2 1/4 Bus - 14 6 U2 2 1/2 BMA - 20 7 U2 21/4 BMA - 22 8
3 But - 34 9-3 U4 But - M 18 3 U2 But - M 16 3 3/4 NOTES:
1 e
IThis drartas is for,1amperdas pe
.k TITLE L.,
TTPtCAL paracties snarlac j
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_ _ _ _ _ _ _.17 QI-058 Rev. 4
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MATERIAL i n
,- s ASTM A - M3 Crade A er
/
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CATAIAG met WiStsacantsFLATS (FIU er F W )
W,(IB) 8 1/16 unless neced otherwise UA US h1/33 O-3/8 11/16 - 1/12 1/2 7/8 5/5 1-U18 3/4 1 M4 7/B 1 F/16 l
1 1 s/s 1 US 1 13/14 j
1 U4 2
1 3/8 3 3/16 e
1 1/2 2 S/S 1 3/4 3 3/4 3
3 1/8 2 V4 3 Ut 2 1/2 3 7/8 2 5/4 4 1/4 1
3 4 S/S S U4 S
S UE 3 s/s V
4 6 US 4 U3 4 7/s M'
1)FRJ is apprestastely half the height of FIBI.
l r
t W. *mu.,r n.... ~TTF1 CAR. IRSPECF15 M Pc'
- c 2w mean.
a gnrM
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This drawing is for Laspectise purpesas esty. M84 "Q.
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Attachtnent 6.17 QI-058
~
Rev. 4 0
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MATERIAL :
Asm A - ses cred. A
< t
?, H, y
FXJ cAfatoc cost wrpru acaoss rurs (m er Fm) e, (1s) ! 1/16 unless neced schervsee i
1/4 7/16 ! 1/32 3/8 9/46 1 1/32 1/2 3/4 5/8 13/16.
3/4
't 1/8 7/8 1 3/16 1
1 1/2 1 1/8 1 11/16 1 1/4 1 7/8 1 3/8 2' 1/16 1 1/2 2 1/4 1 3/4 2 5/8 2
3 k
EME1:
1.) FW ahy be used ta p1sse of FM.
2.) M mov be used la p1see of m.
3.) M te apprestassely half the height o
YtTL(,,
mich, t.irarsettaa omawsm:
1 This drawing is for taapestaan pwposes' eat;
- i MiisG 880, REY.
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QI-058 Rev. 4 O
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1 1/t's /g" (Typ)
SPR1110 PLATE ifELD 41-
'str 'W5 bil 1/2 3/16 12-14 1/2 3/16 1>17 3/4 1/4 16 30 3/4 1/4 21 22 1
3/8 N075:
- 1) Brahen line illustrates the placement l
et the esseed esanesting plate.
1 O
7.
I E' TTFICAL IIISPECT10It DRAWinic "0" TTFEMEDat.
1 1
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'.17 01-058 Rev. 4 g3 MATERIAL *
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BOLT -AsiM A-307 y
wr
-u rw A-a3 cam : 4 b
u
.-s
-g I
i
) WS 5-Y s
.g STD s S1ts CATA10C CODE BW. PIPS t a W (25)
One er PTC) st2r (ru)
(see see. 1) 3(IN) t 1/14 004-4104 U2 1/8 a 1
3/8 006-0104 3/4 US a 1
3/8 006-0205 3/4 1/4 a 1
1/2 010-0104 1
1/8 a 1
3/8 0104205 1
1/4 a 1 1/4 1/2 012-0104 1 1/4 1/8 a 1
3/8 012 4 20$
1 U4 1/4 s 1 1/4 1/2 0
015 4 104 1 1/2 1/4 a 1
3/8 015-0205 1 1/2 V4 a i U4 1/2 020-0104 2
1/8 a 1
3/4 020-0205 2
1/4 a 1 V4 1/2 030 0308 2
3/4 s 2
3/4 025-4205 2 1/2 1/4 a 1 1/4 S/8 025 0308 2 1/2 3/8 s 2
3/4 030 4205 3
U4 a 1 1/4 S/S 030 0308 3
3/8 a 3
3/4 035-0205 3 U2 U4 s 1 1/4 S/8 035-0306 3 1/2 3/8 a 3
3/4 046 030S 4
U4 s 1 1/4 3/8 046 0308 4
3/8 a 3
3/4 046 0410 4
U2 s 21/2 1
046 4812
'4 S/8 s 3
1 1/4
- 1) Thishnes. t any very T 1/16, vi.th. W. any vary T M4 l
I O
TITLEMICAL INSPECTION ORAWING CA380t STIEL P2PR CLAff
)
n 1.... 3 _i.,.r o t 1,. ~= ?..
,0e/ m T-
- i..h 6
j
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Attachnent 6.17 01-053 Rev. 4 CATALOC CODE WOM. P!PE SOLT (PDC or PTC) 81tE (1N)
_See Note 1) 8(IN) A 1/16
(
050 0205 5
1/4 s 1 1/4 5/8 050-0308 5
3/4 a2 3/4 050-0410 5
1/2 2 2 1/2 1
050 0512 5
5/8 s3 1 1/4 060-0308 6
3/4 s2 3/4 MS 0410 6
1/2 a 21/2 1
M0 0512 6
5/8 a3 1 1/4 060-M16 6
3/4 s4 1 1/2 080 0308 8
3/8 a2 3/4 8
080 -410 8
1/2 a 2 1/2 1
080-0512 8
5/8 a3 1 1/4 000-0616 8
3/4 m4 1 1/2 i
200-0410 10 1/2 a 2 1/2 1
100-0512 10 5/8 a3' 1 1/4 100-0616 10 3/4 x4 1 1/2 100-0624 10 3/4 a6 2
120-0410 12 1/2 a 2 1/2 1
120 0512 12 5/8 a3 1 1/4 120-0616 12 3/4 ma 1 1/2 120-0624 12 3/4 s6 2
120 0624 12 1a6 2 1/4 140-0410 14 1/1 a 2 1/2 1
140-0512 14 5/8 a3 1 1/4 140-M16 14 3/4 s4 1 1/2 O
140-0624 14 3/4 a6 1 3/4 140-0824 14 1 a6 2 1/4 160 0410 16 1/2 a 2 1/2 1
i 160-0512 16 5/8 a3 1 1/4 160 0616 16 3/4 a4 1 1/2 160-0624 16 3/4 a6 1 3/4 160-0824 16 1a6 2 1/4 160-0832 16 1 a8 2 1/2 180-0512 18 5/4 x3 1 1/4 180-0616 18.
3/4 s4 1 1/2 180-0624 18 3/4 a6 1 3/4 180-0824 18 1a6 2 1/4 180-0832 16 1a8 2 1/2 180-1028 14 1 1/4 s 7 2 3/4 200-0512 20.
5/8 a 3 1 1/4 200-0616 20 3/4 s4 1 1/2 200-0624 30 3/4 s6 1 1/2 200-0824 20 1a6 2
200-0832 20 1 m8 2 1/8 NOTES:
- 1) Thickness, t, may vary A 1/16.
Width, W, may vary A 1/4< 1 O
TITL E.
TYPICAL INSPECTION DRAWINC i
CARSON STEEL FIFE CLAMP This drawing is for inspection purposes only.
1 CRAWING NO.
RE v.
$N T.
i PDC /PTC 0
2 8 4 o
j g
.17 01-058 i
Rev. 4 CATA&ac Cost 30M. PIPE 308.7 (PDC or Ptc)
Stat (13)
(see u.se 1) 3(13) ! gfgg 200 1028 20 1 1/6 a7 2 2/6 22> 0512 22 5/8 s3 1 1/6 22> 0616 22 3/6 s6 1 1/2 220-0626 22 3/6 s6 1 1/2 220-0826 22 1
a4 2
220 0832 22 I
s8 2 1/6 22>1028 22 1 1/6 sF 2 1/2 260-4512 26 S/8 s3 1 1/6 260-0616 26 3/4 s6 1 1/2 260 0626 26 3/4 s6 1 1/2 26&OS26 26 I
s6 2
260-0832 24 1
s4 2 1/4 260 1928 26 1 1/4 sF 2 1/2 2601[32 26 1 1/2 s8 3
260-0626 26 3/4 a6 1 1/2 260 0826 26 1
a6 1 3/4 260-0832 26 1
s4 2
260-1028 26 1 1/4 s7 2 1/2 260 1232 26 1 1/2 a8 3
286 0624 28 3/4 s4 1 1/2 280-0826 28 4
a6 1 3/6 280-0832 28 1
a8 2
280-1028 28 1 1/4 a7 2 1/6 28b1232 28 1 1/2 a8 2 3/6 280-1260 28 1 1/2 s10 3
0 300 0626 30 3/4 s4 1 1/2 30>0026 30 t a6 1 3/6 300-0832 30 t a4 2
300 1928 30 1 1/6 a7 2 1/6 30b1232 30 1 1/2 s8 2 3/6 300 1260 30 1 1/2 sle 3
320 0626 32 3/4 a6 1 1/2 320 0826 32 1 a6 1 3/4 320-0832 32 1 a4 2
320 1028 32 1 1/4 s7 2 1/4 320 1232 32 1.1/2 a4 3 3/6 320 1260 12 1 1/2 a10 3
M6 0626 M
3/4 a6 1 1/2 366 0826 34 1 a6 11/6 360 0832 M
i n4 2
34b1028 34 1 1/4 s7 2 1/6 36641731 34 1 1/2 s4 2 3/4 M 0 1260 M
1 1/I : LO..
3 W_ NOTES:
- 1) Thialmess, t, any very 8 1/16.
Width, W, any vary T /4 1
O mLt.
Ek This drawing is for insetc h pyrseses esiv. m eeg e A
Rt. v.
DT PDC /PTC 0
? of (
10
--.17 QI-058 Rev. 4 C4741sc COM WOM. P!PC y
(See Sete 1) 8(1a) ! 1/16 O'
MO-0626 M
3/4 a6 1 1/2 360 0826 M
1 a6 1 3/6 360-0032 36 1 s8 2
MD-102s 36 1 1/4 a7 2 1/4 360 1232 M
1 1/2 a4 2 1/2 Me-1260 36 1 1/2 s10 2 3/4 360 1268 M
i 1/2 s12 3
380 0626 38 3/4 a6 1 1/2 380-0826 34 1 a6 1 3/6 380-00 32 38 1 L8 2
340-1028 34 1 1/4 s7 2 1/6 34&1232 34 1 1/2 a8 1 1/2 1
340 1260 M
1 1/2 a10 2 3/4 38& 1268 38 1 1/2 s12 3
60> 0626 40 3/4 a6 1 1/2 60bOS24 60 1 a6 1 3/4 400-3832 60 1 a4 2
6061028 60 1 1/4 a7 2 1/4 600 1232 40 1 1/2 a4 2 1/2 600 1240 60 1 1/2 s10 2 3/4 406 1248 40 1 1/2 sit 3
620-0026 62 1 a6 1 3/4 426 0032 42 1 a4 2
62b1020 62 1 1/4 a7 2 1/4 i
i 420-1232 42 1 1/2 s4 2 1/2 620 1240 62 1 1/2 s10 2 3/4 420 1264 42 1 1/2 a112 3
O 440 0824 44 1 a6 1 3/4 666 0832 1 a4 2
l 460-1024 44 1 1/4 a7 2 1/6 440-1232 44 1 1/2 a4 2 1/2 640 1240 1 1/2 slo 1 3/4 660-1268 44 1 1/2 s12 3
e NOTES *
- 1) Thick... t, any w p y I 1/14.
Wini.h. W, n.y very 3 1/4.,
TIT'.E ;
TVPICAL IIISPECTION SteWINC easman e,ees eier e, -
m...
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T-1 T-i C-C C-C
( STOCK SZE W u 8*LESS )
( STOCK SZE W = 8",0VER ).
son. Ptn nicms:
en Sotr C&T4 LOC C00t SIZE ( 5)
- T(N) A 1/16 U(IN) A 1/4e g(33) t*1/16 Pts-006-0200 3/4 1/4 2
3/8 Ptse006-0312 3/4 3/8 3
1/2 Pas-006-0316 3/4 3/8 4
1/2 Pas-010 0208 1
1/4 2
3/8 O
Pas-01h0312 1
3/8 3
1/2 Pts-016 0316 1
3/8 4
1/2 788-012-0200 1 1/4 1/4 2
3/s Pts-e12-0312 1 1/4 3/8 3
1/2 Pts-012-0316 1 1/4 3/8 4
1/2 Pts-012 0624 1 1/4 1/2 6
3/4 Pts-015-0208 1 1/2 1/4 2
3/8 Pts-013-0312 1 1/2 3/8 3
1/2 Pts-015-0316 1 1/2 3/8 4
1/2 Pts-015-0624 1 1/2 1/2 6
3/4 Pas-020-0200 2
1/4 2
3/8 Pts-020-0312 2
3/8 3
1/2
- ~
Pts-020 0316 3
3/8 8
1/2 785-020-0624 2
1/2 6
3/4 Pts-025-0208 2 1/2 1/4 2'
3/8 Pts-023-0312 2 1/2 3/8 3
1/2 788-015-0514 2 1/2 S/S 4
3/4 Pts-425-0324 2 1/2 S/S 6
3/4 M8
- l.) width i;1mensten to be aheshed at slaap end.
O 74TLE. ZEICAL INSPECTION DRAWIMC g.
- ---- TTErnens atsta:St. Ape This,drawleg is for taspecties pa goes,en17:
Pts O
1 of 3 gg y, gny g
L
-- --.17 Ql-058 Rev. 4 ggg, ygy'g T414113ft35 WIDTW gog,y CATALoc C008 I!!E (!N)
T(IA)*l/16 W(tJr)*1/4e g(gjg3+1/16 PR$-030-0205 3
1/6 3
3/g Pts-030-0312 3
3/8 3
1/2 PRS-030-0516 3
$/4 4
3ja Pts-030-0526 3
$/4 6
3/4 Pas-033-0208 3 1/2 t/4 2
3/g Pas-03J-0312 3 1/2 3/8 3
1/2 Pts-033-0516 3 1/2 S/8 6
3/4 Pts-035-0526 3 1/2 3/6 6
Pts-0440208 4
g 1/6 3
3fg Pas-040-0312 6
3/g 3
1/2 Pas-040-0516 4
S/8 4
P88-060-0626 4
3/4 6
3/4 Pts-0$0 0208 5
1/4 2
3jg g
Pts-050-0312 3
3/4 3
1/2 P W OS0-0516 5
5/8 4
3/4 Pts-050 M 26 5
3/4 6
PRS-060-0208 6
1/4 2
1/2 g
Pts-060-0312 6
3/8 3
3fg Pts-060-0316 6
S/S 3/4 Pts-060 0824 4
1 6
1 Pts-080-0616 3
1/2 4
1/2 Pts-000-M26 8
3/4 6
Pas-004 0826 8
1 6
11/4-g Pas-080-0832 8
1 3
g gf4 PSO40-1032 8
1 1/4 3
1 1/2 O
PW106-0616 10 1/2 4
1/2 P W 100-0826 10 1
o g
i Pts-100-0032 10 1
3 g gf4 Pts.100-1032 10 1 1/6 3
1 1/2 Pts-120-0516 12
$/4 4
3f4 P S 120 0826 12 1
6 g
P W 12D 0832 12 1
3 g gja.
Pts-120 l.032 12 1 1/4 3
1 1/2 Pts-1201232 12 1 1/2 3
1 1/2
' P m 160-0616 14 3/4 4
3/4 PRS-160-0824 to 1
6 1
PRS-160 1024 16 1 1/4 6
1 1/4 PBS-140-1032 to 1 1/4 4
1 1/3 P m 160-1232 to 1 1/3 8
1 3/6 Pas-160-0824 16 1
g l
PRS-180 0832 to 1
3 g gf4 P m 160 1032 le 1 1/4 3
g gfg ests norg 1 TTPICAL INSPECT 105 Stelff3C.
j STAsheap 118tt_C3Jat j
This drawin-to for Lassecsten eurweee ente.
Pal"C' ] a;
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Rev. 4 O
f(IN) - 1/16 V(IW) i 1/6e 3(ty) ! 1/16 Pas-160-1232 16 1 1/2 8
1 1/2 FRS-160 1260 16 1 1/2 10 1 3/4 i
Pas-14b os26 18 1
6 1
Pts-180-1032 18 1 1/4 4
1 t/6 Pts-18& 1232 18 1 1/2 8
1 1/2 PR> l40-1260 18 1 1/2 10 1 3/4 Pas-200-0826 20 1
6 1
. Pils-2001032 20 1 1/4 4
1 1/4 Pas-200-1260 20 1 1/2 10 1 3/4 2R8-61660 to 2
10 2
- "erts-22th.0826 22 1
6 1
P38-220 1026 22 1 1/4 6
1 1/4 PR8-220 1260 22 1 1/2 10 1 3/6 Pas-226 1660 22 2
10 2 1/4 Pts-240 0824 to 1
4 1
Pas-260-1032 24 1 1/4 4
1 1/4 Pas-260-1240 26 1 1/2 10 1 3/4 Pts-260-1668 24 2
12 2 1/4 O
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34ATERIAL :
i' SA 36 i
j I
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Tran t 1/ta s( m ! t/s I
l PSG-004 us ue 1 u6 j
PSG-006 3/4 1/5 1 1/4
- PSG-010 1
1/4 1 U4
]
PSG-012 1 1/4 3/4 2
PSG-413 1 1/2 3/4 2
PSG-020 2
3/s 2
f i
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TTPICAL INSPSCTies paartiC u.
natuso.erw This drawine to for taspeettaa purposee esin 7 sect stj W.
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t MATERIAL i j
54-36
+ _.
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)
pas.=006 1/,
1/4 1 1/4 Pas-406 3/4 U4 1 1/4 796 410 1
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_ _-________ __ _ ____ _ - __ _ -.17 QI-058 Rev 4 O
MATERIAL i RCD ASME SA-36 l
NUTS ASTM A-$43 CRADE A or A-307' (see Note 1)
,\\'
C Cy)
C C m i
R-
~
PUS cATALOC CODE
. FIFE SIZE (IN)
R(IN)t1/16 i
F05404 1/2 1/4 PUS-006 3/4 1/4 FU5-010 1
1/4 FUS-012 14 3/8 O
FU5-015 1%
3/4 FUs-020 2
3/8 as-023 2%
1/2 FUs4 30 3
1/2 PUSd35 34 1/2 Fos-040 4
1/2 Fus-oso 5
1/2 FUS-060 6
5/8 FU5480 8
S/8 708-100 10 3/4 FUS-120 12 7/8 FUS-140 14 7/8 795-160 M
7/8 PUS-180-5 1
FUS 200 20 1
FUS-240 24 1
FUS-300 30 1
FUS-360 36 1%
M !.,
.1) FIII er FBI any be used La F1see of Q he auts that are supplied with FUS.
-s..
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- _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _.17 01-058 Rev. 4 I
.AU MATERIAL i ROD ASME SA-36 l
NUTS ASTM A-563 CRADE A or A-307' M e Note 1)
. -. _ - +. - _.
l\\
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8 e
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5 5
R-H NOM. PIPE CATALOC CODE SIZE (IN)
R(IN),- 1/16 PUH-004 1/2 3/8 PUH-006 3/4 3/8 PUH-010 1
5/8 h
PUH-012 1 1/4 5/8 A./
PUH-015 1 1/2 5/8 PUH-020 2
5/8 PDH-025 2 1/2 3/4 PUH-030 3
3/4 PUH-035 3 1/2 3/4 PUH-040 4
7/8 PUH-050.
5 7/8 PUH-060 6
7/8 PUH-080 8
7/8 PUH-100 10 1
PCH-120 12 1
PUH-140 14 1
PUH-160 16 1
I NOTES :
,n-w ~'
j
- 1) FIN or TEN may be used in place of the' l
nuts that are supplied with PUH.
{
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U TITLE. TYPICAL INSPECTION DRAWING MEAVY DUTY 1J-30LT This drawin; 1s for inspection purposes only. 0cwtNG No.,
R E V.
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R ( B) $ 1/14 h
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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 to 3
26 3 1/4 28 3 1/2 30 3 3/4 32 g
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MATERIAL i ASTM 4-he Cta s e
^
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CATA&OC C00g 800 SIIt 1
(RTB)
R (13) t 1/16 l
03 3/4 06 t/2 05 SIS 00 3/4 OF 7/8 08 1
09 1 1/8 10 1 1/&
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- _ _ _ - _ _.17 QI-058
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i ASME sA-34
+
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acLE eta #efta *h cAratoc cost WInts i
TEteortss (ary)
W (IW) ! 1/4" T (13) e n (ru) **
03 3
1/4 7/16
)
04 3
1/4 9/16 j
05 3
3/8 N/A 06 4
3/8 N/A O
07 4
1/2 U/16 OS 4
1/2 1 1/14 2
09 4
1/2 1 1/4
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10 3
1/2 s/A 12 3
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3/4 2 3/8 g}
20 3/4 2 3/4 22 6
3/4 3
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3/4 3 3/4 30 7
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1/32" for sises03-093 1 1/16" for i
)1) s&see 10-30.
p' 2) T 1/32" for s&ses03-083 T 1/16" for #
l.
f euse Oe-30.
f 3) When hela dimeter ta not specified. #
is need not be ehested.
g/
TITkg; TTFICAL 138PECT10s DSAWUC
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,_ SEE DETAIL i
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TYPE BA 6
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(sEE NOTE I) 4
-Y~,m 5MA TYPE RO (set mote )
SEE DETAIL I
/TI a
y is uE O
CAIALOG CODE 3(In.) ! !/16 sua - 1/4 3/s
- r gf,,g.
yjg sMA - 1/2 3/s sMA -
1 1/2 g
sua -
3 3/4 l l g i g g j i i ; ;
l j ;,g i g ;!, ; ;,,
)
i sMA -
10,
1 snA -
ss 1%
V)an vf &
sua - 100 esis-3
... s. m _ s, 3 nzar. as timamos m an.
, DETAIL I
~
(FOR DIMENSIONS SEE MQ,,fnaT.
SHEET 2of 3.)
T
- 1) Fot asAa saActrTs. su nas-zas
- 2) roa FIPE c1 AMPS. su san-ste.'
- 3) sutrastas MAT ss tasTALLan 1so (and to end) Flat M CosTIGITRATICII S3011r 011 TIII DEstGB DRAlfDG O
N Ti,gE;'Try,1asI1,aspectiesDrawing
.. r.
u
- e. AAjustable Length Snubber 4 ;.:
t This d4sMhg is ter-taspecties purthreat tally.
' d 'ggg
_ _ _ _ _ _ -.. - -. - - - _ _ _ _ _ _ _,.17 QI-058 Rev. 4 SOCKET TTFE COUPLING SOLID TTFE COUPLINC CATALOC CODE Z(TN) 1/8 C(IN)f1/8 Z(TN)t1/8 C(IN)t1/8 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 SMA-10 2
2 3/8 2 5/16 1 13/16 SMA-35 3 1/4 3 7/8 3 11/16 2 1/16 sNA-100 4 3/4 5 1/2 5 7/16
& 9/16 -
-J
a.
Transities kiss with sesket soup 11 ass shall be fit up with a pull back-o
., u1.
p.t.t t.
- a..
b.
Solid rype souplings en sembber ersasitise hits shall be welded La place while maissaistag a telersace of appreminately 1/16" veristies from the pipe sosterlias.
s.
Coup 11 ass (solid / socket) east be equare relative to the ascension pipe.
- 5) III T5088 CASES WEEBE M IEMNffDC FT. ATE IS FURNI5WED AS & 3CU IM AND MQUIMS ATTACagyt af WELptuG TO M EETENSION FIFE. TEE Nt3D82% W $121 UTLL BE gggAL TO Tug WALL TRICENESS OF M FIFE.
- 6) REFn To TB TABLE SE8W FOR M FUL10NT3G INSFECTION ATTE13CTES (as applicable):
a.
Weld sise for solid and sempting mas, b.
Traasistes W a$aimus' thread engageman.
s.
Tressistee his pipias oise.
d.
Torque requiressats for Ersaatties hit asusttag belts, sad e.
Torque requiremsats for the eye red jam out.
(see aest page)
O w,2.
TIL E *sppsami Ymapa,ytas..Draviss Adjustable Lessth Sanber!
.q This trtTTug sa for inspottien ylrpyeses es{ ' -
Se y,( -
.17 QI-058 Rev. 4 SWJ8tR SIZE 1/4 1/2 1
3 1
33 too a) WELD SIIt. SOLID CFLC.
3/16" 3/16" 3/16" 3/16" 1/6" 3/8" ~~T/g "
b) TRANS. KIT MIN. TR EAD ENCActMENT 3/16" 3/16" 5/16" 5/16" 9/14" N/A N/A c) TRANS. EIT FIFE $11E AND 1"
1" 1%"
1%"
2" 6"
6" MIN. SCEDULE 40 60 40 40 80 40 120 d) MIN TORCUt FOR TRANS. KIT MOUNTING 80LTS (ta/lbs) 12 22 45 120 440 N/A N/A e) MIN. 708QU1 FOR ETE RCD JAM NUT (ft-lbs.)
40 60 60 80 100 150 120
- 7) TO CBCE RELATIVE ANCLE ADJUSTMENT, PERFORM TEE FOLLOWTNC:
1.
SWSSER SIZE 8 1/4 TERU 10:
2.
SWBSER SIZES 35 and 100:
as) Attachments removed from es) Samove indicator tube asuntirig saubbe r.
screws and eatend saubber suffici-bb) Soubber La vertical posities, estly to espose the telesceFias setttag es saubber houstog.
tube.
es) Semove rossinias ring.
bb) Restrain telescopias tube and ed) Tara sad sap by hand (aet looses lef a hand threaded ring nut.
aere than 340 degrees).
sc) End cap rotated to desired position ee) Replace retaining ring.
(ast more than one complete turn if) Fully streka saubber to free bottooed out posities).
determine that the dd) Racergue ring aut to ISO + 20 ft.
ropes Miestag has set 1be.
O damaged internals.
ee) Indicator tube aed asunting screws replaced.
- 8) 3 ORDER TO TERIFT TU ACCEPTABILITY OF TE STRAIGHTNESS OF TNE SI:t 35 SW3stR TRANSITION KIT TU5E TO SNUBSEA CONNECTION, TEE FOLLOWING INSFECTION CAN St PERFORMED.
1.
SCREW TEE TRANSITION KIT INTO A MATDC TAFFD BOLE (A SWUB8ER CA:I St USED IF N CESSAaT)..
2.
WITE TIE TEMADS Amnet FULLY INSERTED, ROTATE TEE TRANSITION KIT ONE FULL TURN AND MASURE M RADIAL ECCIrrRICITT AT A FOINT FOUR FEET FROM TEE END OF TEE. SNUSSER p/14" from the seater 11ae).
M TOTAL ECCUTRICTTY fE00LD NOT EECEED 3/8" (i.e.
a variatism of -3 3.
AN SCCENTRICITT LESS TRAN 08 BOUAL TO 3/8" NTLL CORRESPOND TO AN ASSEMBLED WIT WITEIN TEE SECTION I!! AFFENDIE E TOLERANCE EOR DEVIATICM FloM ITRAINTNESS.
IT IS NOT NECESSART FOR TEE SEOULDER ON TEE TEREADD END OF THE TRANSITION KIT TO DRAW UP FLBSE TO TEE SNUBSER; THREFORE, IT 18 NOT NECESSART TO CMICK ITS ALIsteff WITE M TEREADE.
NOTES
- O
- 9. 3!
9 T
MIL 0 T FTra1*EksPectioniDraying F
asJustacLE LaweTa spueste r.M#efG MEL This drawine is for issnection purseses,ealv.
REY. g SM T.
I
- 3 e7 3
'.17 QI-058 Rev. 4 O
~~
M r-SMF TYPE PC
- sn j
($(C N ett s 86 2) g -
m SMF TYPE SA T
Isar neorg o 8
g SMF TYPE R0 (SEE In0TEil i
l
/
1 7
l CATAL88 sur TYPE so E.
B(In.) ! t/16 SE
~
SHF.1/4 3/4 l
FemaA0 SHACxtT SMF-1/2 3/8 l
SMF-1 1/2 l
SMF-3 3/4 l
8'
- THIS DETAlt APPLIES OftY TO SMF-10 1
SMF $12E5 35 AND 100. FOR SMF-35 1%
INFORMATION SEE NOTE 4
- Cd';-
SMF-100
- 2%".3
($heet 2 of 3).
iT g'
MI j
- 2s en n k.re....,.nd:
g 3" on forwrd tracket end.
l [,u T
5 h\\
_NQT13*
F %
[
1.) FOR RSAR BRACatf8 SSE 985= IRS F1 2.) FOR P!Pt CLAfff. SEE Sal =5PC J.) $NUlsats MAY BE 1sSTALLED 180' (end se end) FRS6 TER CONF 1GURATION SNOWN Ch TME 9ts!CH DRAW 1HC.
O TITLE; T?pteal !aspecstem Drawing Fined-Leesch Sawbter l
This drawtes is for taspecties purposes only. N8eG NEL-
- EY.llSnf
-y o
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t.17 s
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Ql-058 Rev. 4
'O.
-4.)
i riw) e (Zw) j sitt N!u(3 /16)
NAX(E/16)
W.
MAI.
Yttee (1N) 1 35 4 1/6 22 Li/16 1
21 13/16 1 1/s! 1/16 100 7 3/4 31 7/M 5 3/4 29 11/16 1 5/8! 1/16
- REQUtta fusEAD WCactMDff FOR FORWAAD stACKET.
SMF5 N. K3 F
F1 F2 s1ZEs (IN)
(2)
(2)
(2)
I 7/8 3/5 3/5 3/16 l
35,35L.35EL 3 1/3 3/5 3/5 0
3 5/8 15/16 W 7/8 5/M 100,100L.100EL 41/I 3/4 3/4 0
J 5.)
IN Ts0st Casts m Tut 70 AWARD BRaamt is sWD1FID TO 00TAIN TER F90Ft2 c-c sognistes, Tus WRLs s11: as LEucTs 70s Arramm Tus Luc TO Ts3 Ftm.
F01 sWU5333 9133s 1/415B0005 le is sBOWN SELOW. mil m agMarf3G FLAtts St& TORT As W BBs9LT OF TEls WEtatuC, TECT IET BE ETDSABLICALLY STRA!CMTENED IN A J1C (withous hasttag) TO REST 0tg TEEM 10 m!E FIAT ggARING C011D171011 IN AB0! TION, m QC1 WILL TRAIFT THAT Tut Lec, WEDI CUT. serTS Tus DEMENstoNAL REQUltD elfs SELOW. IK313Aat TusEAD ENGACEMurfs AIID TORQUE REQUIREMBTS FOR O
FDEWAsa StaCEETs ARE ALse CITDI BELOWS SWORSER $118 ue 1/2 1
(
3 10 WEla SIES 3 3/H" 3/16" 3/16" 1/4" 5/16" E
I I
I I
LEucTu 3/4" 3/4" an around all around all around g
a, n ue-1 us-1 ue-n-
I us-ongng
,. nu-. nu-
,uiu-a uru-1 uu-IIDI. Tasses sus 3/u" 3/u" S/14" 5/16" 9/u-IIM 1000 5 (ta/1bs) 21 22 45 130 4A0
- Te be esseured fuse the and of the Flase to the easter of the eFored.
O TITLE. Typisal Imepostsee Dravtag P
rimas Lanseh senkber l
Tsia de =nes se for taspeesses mges4 F" ""
_ a L __:..
",* !$ 3 i
7
,.17 QI-058 Rev. 4 l
6.)
In TN0st Casts WERE ATTAONDff 80LT5 SETVttW FORWAAD BRACKET A15CMBLY l
AND SNt'88tR ASEDSLT AAE SAftTT if!AED SY TME VDDOR. OCI sMALL vtttFT TW1 FOLLOWINC CONDITIONS EXIST:
- 4) 80LTS ARE TICWT.
b) LOCEVIRE IS NOT DAMActD.
- s) 10CIWitt is CEDWED.
,1108 TO WSTALLATION, IF ANT OF THE ASOVE CONDITIONS ARE UNSATISFACTORY.
THE BOLTS SMALL SE RE7084UED AND Tug NEW 1aclottRE SEALL BE 3 STALLED.
j D
e a
0 4
9 4
o O
r.-~.
.. m.N,_.,
F1XEB LINCTE $NU38t1
)
This dray $ag is for,las@forposes palyi "0
sur
~
3,f 3
_ _ _ _ _ _ _ _ _ _ _ _ _.17 QI-058.
hv. 4 MATERIAL:
See note (1)
O ~~
Pl. ATE: CARBON ST:
-ASM.E SA-36 g.- g K-5 T
SOLT:
CARBON STEEL -ASTM A-307; A-19.1
-O Cr.s-g l l NUT: CARBON STEEL -ASTM A-513 Cr.A; A-194 Cr.2P.
FIN: ALLOT STEEL -ASME 5A-193 Cr.37
! P l
b 5 (see Note 2)
C,: tl SPC stocx SIZE, s(IN) sett PIN
,,,,g,g CATALOC CODE SIZE (IN)
T 1/6 x W A 1/4 0(IN)I 1/16 B(IN)! 1/16 sPc-06-006 3/4 1/4 x2,1/2 x2
'3/4 3/8 sPC-08-006 3/4 1/4 x2,3/8 x2,1/2 x2 3/4 1/2 SPC-06-010 1
1/4 x2,3/4 x2 3/4 3/8 i
~
$PC-08-010 1
1/4 x2,3/8 x2,3/4 x2 3/4 1/2 SPC-06-015 1%
3/8 x2 3/4 3/8 SPC-08-015 14 3/8 x2 3/4 1/2
'/8 x2 3/4 3/8 3
sPc-06-020 2
$PC-08-020 2
3/8 x2 3/4 1/2 SPC-10-020 2
1/2 x2,1 x 3 1
3/4 SPC-14-020 2
5/8 x4 14 1
NOTES *
(1) for snubber applications only, the clamp any be crimed to the values noted below:
Snubber Sizet k 4
1 3
10 35 100
. Min Edse Dis.\\"
3/4" 15/16" ik" 2" 4" (2). When multiple sizes are listed, any of them are acceptable.
E II TYPICAL INSPECTION DRt.i!NO O
STRUT /$NUBBER PIPE C1NT This drawing is for inspection purposes only.
C'.ANJG NO.
A E v.
S r. -
2 1 e' 4
1.17 01-058 Rev. 4 STOCK SIZE, 5 (IN) 301.T FIN CATAI.0C CODE NOM. PIPE SIZE (IN)
(T*I /16xW*3 /4)
D(TN>t1/16 B(15)!!/16 SPC-06-025 2h 3/8 x2 3/4 3/8 SPC-08-025 2h 3/8 x2 3/4 1/2 SPC-10-025 2h 1/2 x2, 1 x 3 1
3/4 SPC-14-025 -
2h 5/8 x4 1(
1
$PC-06-030 3
3/8 x2 3/4 s/8 SPC-08-030 3
1/2 x24 3/8x2 3/4 1/2 SPC-10-030 3
1/2 x2h 1
3/4
$PC-14-030 3
5/8 ze ik 1
$PC-20-030 3
3/4 x6,r ~.
1k Ig
$7C-06-040 4
3/8 x2,.
j 3/4 3/8
$PC-08440 4
1/2 x25, 3/8:2 3/4 1/2
$PC-10-040 4
5/8 x3 ik 3/4
$PC-14-040 4
3/8 x4
-Q 14 1
SPC-20-040 4
3/4 a6 14 1k
$PC-06-060 6
1/2 x2h 1
3/8 SPC48-060 6
1/2 x2h 1
1/2 SPC-10-060 6
5/8 x3 14 3/6
$PC-14-060 6
5/8 x4 1h 1
SPC-20-060 6
1 x6 1h 1k SPC-06-080 8
1/2 x2h 1
3/8 SPC-08-080 8
5/8 x3,1/2x2 1/2 1
1/2 SPC-10-080 8
5/8 z3 14 3/4 SPC-14-080 8
3/4 z4 1h 1
$PC-20-080 8
1 z6 1h ik SPCr24.-080 8
1 x8 2h th 57C-06-100 10 5/8 x3 ik 3/8
(~
SPC-08-100 10 5/8 x3 14 1/2
- s SPC-10-100 10 3/4 x4,5/8 x3 1h 3/4 SPC-14-100 10 3/4 x4,3/4 x6 1h 1
SPC-20-100 10 1 z6 1h ig SPC-24-100 10 1h x8 2h ih SPC-06-120 12 5/8 x3 14 3/8 SPC-08-120 12 5/8 x3 1k 1/2 SPC-10-120 12 3/4 z4 1h 3/4 SPC-l'4-120 12 3/4 x6 1 3/4 1
SPC-20-120 12 1 x8 th ig 5?C-24-120 12 1h x8 2h ih SPC-36-120 12 1h x12 2
3
$PC-06-140 14 5/8 x3 ik 3/8
$PC-08-140 14 5/8 x3.
ik 1/2 SPC-10-140 14 3/4 x4 1
3/4
$PC-14-140 14 3/4 z6 1 3/4 1
TITLE: TTPICAL INSPECTION DRAT.40
[
STRUT /SNCTBBER FIPE CLAMP This drawing is for inspection purposes only.
SPC g
i
.17
.QI-058 Rev. 4 STOCK SIZE, 5(IN) 801.T pry CATALOC CODE NOM. PIPE SIZE (IN)
(T!!/16xit!!/4)
D(IN)!!/16 8(IN)t1/16 O
SPC-20-140 14 1 x8 1h ik
$PC-24-140 14 1h x8 2h ih SPC-36-140 14 1h x12 2
3 SPC-06-160 16 5/8 x3 14 3/8 SPC-08-160 16 5/8 x3 14 1/2 SPC-10-160 16 3/4 x4 1h 3/4 SPC-14-160 16 3/4 x6 1 3/4 1
SPC-20-160 16 1 x8 1h Ig SPC-24-160 16 1h as 2h Ig SPC-35-160 16 1h x12 2
3 SPC-06-180 18 5/8 x3 1k 3/8 SPC-08-180 18 S/8 x3 Ik 1/2 SPC-10-180 18 3/4 x4 1h '
3/4
$PC-14-180 18 3/4 x6 1 3/4 1
SPC-20-180 18 1h z7,1 1/4x8 1 3/4 Ig
$PC-24-180 18 1h x8 2h ig SPC-36-180 18 2 x10,1 1/2x12 2
3 SPC-06-200 20 3/4 x4 lh 3/8 SPC-08-200 20 3/4 x4 1h 1/2 SPC-10-200 20 3/4 x6 1h 3/4 SPC-14-200 20 1 x6 2
1 SPC-20-200 20 1k x7,1 1/4x8 1 3/4 1h SPC-24-200 20 1 x8 2h th
$PC-36-200 20 2 x10,1 1/2x12 2
3 SPC-06-220 22 3/4 x4 Ih 3/8 SPC-08-220 22 3/4 x4 1
1/2
/
SPC-10-220 22 3/4 x6 1h 3/4 C
$PC-14-220 22 1 x6 2
1 SPC-20-220 22 Ik x7,1 1/4x8 1 3/4 lk SPC-24-220 22 1h x8 2h ih SPC-36-220 22 2 x.10,1 1/2x12 2
3 SPC-06-240 24 3/4 x4 1h 3/8 SPC-08-240 24 3/4 x4 1
1/2 SPC,10-240 24 3/4 x6 1h 3/4 SPC-14-240 24 1 x6 2
1 SPC-20-240 24 1k x7,1 1/4x6 1 3/4 1k 5?C-24-240 24 1 x8 3
1h SPC-36-240 24, 2 x10,1 1/2x12 2
3 SPC-06-260 26 3/4 x4 1h 3/8 SPC-08-260 26 3/4 x6 1
1/2 SPC-10-260 26 3/4 x6 1h 3/4 SPC-14-260 26 1 x6 2
,1 TITW TYPICAL INSPECTION DRA; TING STRUT /SNU33ER PIPE CLu?
0 This drawing is for inspection purposes only.
SPC 3
o
.17 01-058 Rev.4 l.
g g, yryg STOCK SIZE, S(13)
(TI /16 : Ut /4)
EIN) I 1/16 S(IN) ! /I m _
CATAloc CODE-SIZE (IN) 1 1
1 SPC-20-260 26 14 s8 2
ik SPC-24-260 26 1h zio 3
1h SPC-36-260-26 2 s12,1 1/2:12 2
3 SPC-06-280 28 3/4 s4 th 3/8 SPC-08-280 28 3/4 z6 1h 1/2 SPC-10-280 28 1 a6 2
3/4 SPC-14-280 28 1 s6 2
1 SPC-2&280 28
'1% s8 2
14 SPC-24-280 28 14 a10 3
th SPC-36,280 28 2 a12 2
3 3/4 se,1 1/2:12 SPC-06-300 30 1g 3/8 SPC-08-300 30 3/4 a6 1%
1/2 SPC-10-300 30 1 s6 2
3/4 SPC-14-300 30 1 s6 2
1 SPC-20-300 30 1h z8 2
14 SPC-24-300 30 14 s10 3
1h SPC-36-300 30 2 12,1 1/2x12 2
3 SPC-04-320.
32 3/4' a4 14 3/8 SPC48-320 32 3/4 a6 1h 1/2 SPC-10-320 32 1 a6 2
3/4 SPC-14-320 32 1 s6 2
1 SPC-20-320 32 1 sa 2
1k SPC-24-320 32 1% x10 3
1h SPC-36-320 32 2 al2,1 1/2:12 2
3 SPC-06-340 34 3/4 s4 14 3/8 O
SPC-08-340 34 3/4 s6 1h 1/2 SPC-10-340 34 1 a6 2
3/4
$PC-14-340 34 1 a6 2
1 SPC-20-340 34 14' z8 2
1k SPC-24-340 34 1 slo 3
1h SPC-36-340-34 2 m12,1 1/2:12 2
3 SPC-06-360 36 3/4 s4 1h 3/8 SPC-48-360 36 3/4 a6 1h 1/2 SPC-10-360 36 1 s6 2
3/4 SPC-14-360 36 1 s6 2
1 SPC-20-360 36 1h z8 2
Ig SPC-24-360 36 1h sl0 3
1h SPC-36-360 36 2 x12,1 1/2x12 2
3 TITLE; TYPICAL INSPECTION DRAVING 9
STRUT / SNUBBER FIPE C1. AMP "O
M [.
5 This drawins is for inspection purposes only.
j
~.17
'~'"~
Q1-058 Rev. 4 O
C TO C *ssa arrn 1.
M ATERI AL:
FLa.T ABS S&-36 f
_,f acLT asa p 307 m
a A
o NUT astm A.$43 esang &
"N FW ASE $9193 m ang 37
\\s 9- -+ H-49-&-j
{-9 9-
.... a.
.,.c.,...._,
so
,g,s I SRC Tazarzss vers notT Pu CarAtac 000s 8138 (W)
T(IN)f1/16 V(IN)il/16 9(IN)T1/14 5(IN)A1/14 sac-06-406 3/4 3/8 4
US 3/8 '
sag-08-006 3/4 3/8 4
U2 U2 ac-06-01o 1
3/8 4
U2 3/8 SBC 06 410 1
3/8 4
U2 U2 sac 06412 lis 3/8 4
U2 3/8 sac-OS-c12 3/8 4
U2 1/2 sac.46-015 W
3/8 4
U2 3/8 sac 06-015 its 3/8 4
U2 1/2 sac-06-020 2
3/8 4
3/4 3/8 sac 08-020 2
3/4 4
3/4 U2 O
sac-10 020 2
U2 6
3/4 3/4 sac-14420 2
U2 6
3/4 1
sac.46 ats 2%
5/8 4
3/4 3/8 sac.4s 4 25 3%
S/S 4
3/4 U2 sac-10 025 2%
3/8 6
3/4 3/4 sac-14-023 2%
S/8 4
3/4 1
834-06-030 3
5/8 4
3/4 3/4 sac 00430 3
5/8 4
1 U2 334-16 030 3
5/8 6
1 3/4 sac-16430 3
S/S 6
1 1
sac-20-030 3
3/4 6
1 las sac-06435 Ps 5/8 4
3/4 3/8 sac-es433 3
S/S 4
3/4 U2 sac-10-033 4
S/8 6'
1 3/4 sac.14-03s 3
s/8 6
1 1
sac-20433 ps 3/4 6
1 ils NOTE:
O I
TITLE.
TTfical, MSFtcTION D STWT/sIWBaER 118 5 a.! ;.
~
as. *8 = i. = - -
,. a. p s.
p, y;
v.
m
_ _ _ _ _ _ _ _ _ _ _ - _..17
-..Y QI-058 f
Rev. 4 CENsss WInfu sett pgW son. PIPS CArAux; conc sus (u) f(Is)!1/16 V(IN) 1/16 D(IN)!1/16 8(IN) 1/16 3#'
8 1
3/8 sac M 40 4
3/6 6
1 U2 ggg.gg 460 6
1 6
1 3/6 sac-1 W 6
1 6
1 1
gag. n.460 4
1 6
1 w
gag.20 060 3
1 6
1 6
1 1/2 gag.cs.450 3
1 6
1 3/4 gag.to.450 3
1' s
ik 1
sac-u 50 3
1 8
185 1%
i gag.20==4SO 6
1 6
1 3/s age 6
1 6
1 V2 sag e 6
1 8
Lis 3/4 6
1 8
14 1
sac-10 460 S.ac-1. W60 6
i s
a w
)
C.
3/,8 1
8 1%
sac M00 8
e 1
1
=
s,C.
8 1
8 14 3/4 EBC-10-080 s
1%
to 1 3/4 1
set-u ase gC.20 0s0 s
u at n
8 1
11 2
1%
sac.36-080 18 1
8 14 3/8 SRC 06-100 gag.0s-100 18 1
8 als VI sac-10-100 18 1
8 145 3/'
O SRC-M-100 18 1%
18 1 3/4 1
sac-to-100 la a
u ses 14 3C-36-100 18 2
12 2%
1%
sac-06.120 u
1 8
14 3/8 sac 46-120 12 1
8 1k U2 sac-10-120 12 1
8 ik 3/4 sac-% 120 13 1%
18 1 3/4 1
sac-30-120 13 1
12 als 3h sac-16-130 12 2
12 als Air
'. sac-36-120 12 1
M 24 3
sac-06,-140 M
1 8
14 3/8 aC.es-po M
1 8
14 U2 338 4616e M
1 8
tis 3/4 mC-la-las M
1%
18 1 3/4 1
2 U
ms th sac-to-Me M
3 3
als 1%
sac.36-He M
1 12 34 3
O N TTFICAL DsPECT10N ptAirtuG E
,,'9ftlPF/SNWatt 11sta CLAMP j
ms towtuc Is von tustsettes ta@
v fD '- ene-
_7* 2") 3
.4 am.
d.17 Y
01-058 i y Rev. 4 I
O s
FW gest. PIPE CATA14C b Dg
$12E ( D) T( 3) 1/16 V(M) 1/16 D(IN) 1/16 B(IN)A1/16 sac 4 -160 14 1
8 14 3/s sac-os-160 16 1
8 14 1/2 sac-10-160 16 1
8 gg 3/4 sac-16-160 16 14 10 1 3/4 1
stC-20-160 14 2
12 24 14 ssC-26-160 la 2
12 24 1%
sac-W 160 16 2
12 24 3
sac 4 -140 18 1
8 14 3/s sac =08-140 18 1
8 14 1/2 sac-10-180 28 1
8 14 3/4 stC-16-Aa0 18 1%
10 1 3/4 1
stC-20-180 18 2
12 24 1%
]
sac-26-180 18 2
12 24 1%
SRC-W 180 18 2
12 24 3
stC 4 -200 20 1
8 ag 3/8 sac 4 -200 20 1
8 Ig 1/2 sac-10-200 20 1
8 ik 3/4 ssC-16-200 to 1%
10 1 3/4 1
sac 20-200 M
2 12 2k ik sac-26-200 M
2 12 24 1%
sac-W 200 20 2
32 2g 3
sac 4 -120 22 1
8 14 3/8 stC 4 -220 12 1
8 ig 1/2" O
$3c.19 120 22 1
8 1k 3/4 sac-16-220 22 1%
10 1 3/4 1
stC-26-120 22 2
12 2%
ik
-- SRC-14-220 22 2
12 2%
1%
~~
stC-W 120 12 2
12 2k 3
sac 4 240 24 1
8 1h 3/4 stC 4 -260 to 1
8 ig 1/2 sac-10 260 24 1
8 1k 3/4 Sac-14-240 26 1%
10 1 3/4 1
SSC-20-260 26 2
12 24 ik sac-26-240 26 2
12 2k 1k
~
l i
... ~
N TEPICAL WSPscTI M 98 3 1300 This dravias La for taspecties pwrpeces.a=1?.
gegyg/ggetta 81stt CLAff j
~~ ~
w e reI5 sein'.
ggg Rgv.
segT 3 e#3 7
~..
As
- - _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _.17 4
01-058 Rev. 4 O
nQ, 7rr 1
SRF Type PC (See Notes 1.2) i' j
l A
4,
-d SRF Type BA (See Note 1)
SRF Type RO (See Note 1) 1 SRF Type 50 CATALOG CODE B(IN)+1/16 SU-06 3/8 O.
SU-08 1/2
$U-10 3/4 SAF-14 1
SRF-20 1 1/4 SRF-24 1 1/2 SRF-36 3
I i
@8 1.) For rear brackets, see Sts-IRS.
2.) For pipe clamps, see SRE-SPC.
3.) Svev struts any be tastalled 1804 (and to' and)* from the see-figuration se the design (rading.
TITLEi~ TTFTCIL TN5PECTION DRAWING
'[ FIEED'LDICTE SWAY STRUT RLv*
3nT j
This drawins is for inepestien purposed,'beily.
i p:
w TR-
- ~
yg--
-=w
-s
_ - _.17 QI-058 Rev. 4
~
O 1.)
All socket welded couplings require l
e staimum of 1/16" pull back of the estension piece for preper fit.up.
2.)
solid type couplings en struts and and pistes en fixed struts shall set escoed 1/16" misalignment from the pipe (barrel) teaterline.
3.) The soupling (solid /secket) shall be equare relative to the barrel.
f v-L
~
4.)
For modified struts, barrel sise and
~
~.. -
minimum weld sizes are shown below.
STRUT S!!!
WGf7NAL PIPE $!!E FOR RA*MI, MIN 1l MUM VILD SIZE *(IN) 06 1" Sah. 40 3/14 08 1 1/4" Sah. 40 3/16 10 1 1/2" Sch. 40 3/16 le 2" Sch. 40 1/4 20 3" Sch. 80 5/16 24 4" Sch. 80 3/8 36 6" Sch. 120 3/8
- Need set be larger than the thickness of the collar.
' ~ ~ ~
5.)
If spacers are tastalled, the felievias setes are applicable t (e) Spacers shall be selected te (e)
Installations where the gap appresimately caster the ayered encoeds the thickness of one is the bracket /slamp.
spacer is acceptable.
(b) spasar outside diameter shall met enseed spheriaal bearing houstag outside diameter.-
(c) If the eyered is tastalled La a her-tasatal postaten and the resulting gap is just enough to tastall one apeser. the spaser shall be lastalled en the bestas side.
(d) Due to configurative of brasket/slamp, the resulttag gap any set essemedate a spaser.. (1mitting of the spacer is paraissible.
O m.,, - -
r$3ED LpcTE svAY ST1117
}
This dre m. is for emcama esxcEas===N
- n-1 "P 1 Se
_ _ _ _ _ - _.17 01-058 Rev. 4 O
~
a-
"72>.. U SR$ TYPE PC j
(SEE NOTES 142 )
BM 4
= C _;
(SEE NOTE il 9 ^ i4 s
w
~"
Y _
~
(SEE NOTE 1)
I d
SRS TYPE $0 P
I 4's k Vr
, ' m g
L
\\
TorinforEtionseesheet 2 of 2.
1 7
tl l l l !.! l I I l l i
V),,,, -
/
1.
C J
A
)
This drawing is for inspection purposes only.
z T,r s: L.
W/!'-(-)
__r O
r
! 1.l I 1 I I lll l l O
J "t'
w ica. ::S,sertan on u tsc
[r[f
- Aggggragtg SWAY STRtt:
'm' r
e.
uma~ ~
nnv.
s, e
u SEE~e
_ _ _ _ ' ~l_jL r
_.17
~
QI-058 Rev. 4 O
seati TTpt coUPL23c SOLID TTPE CcUpt!Ne cATALoc coot s(tm)gt/16 *(15)g1/8 C(!*):1/8 CATALoc coct s(tw$1/16 (tu) 1/s c(tx)t /s t
tas-06 3/4 1
1 1/6 838-06 3/8 1 1/6 13/16 1
81s-00 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 3/6 SRS-10 3/4 1 3/6 1 S/16 31/s (1 13/1L, j/
sas-16 1
2 2 3/s gas-16 1
2 3/16 sas-20 1 1/4 23/4 3 1/4 538-20 1 1/4 2 3/16
{
33s-26 1 1/2 3 1/4 3 7/4 313 26 1 1/2 3 11/16 3 L7 IT' f
SRS-36 3
4 3/4 S 1/2' 885-34 3
5 7/16
& 9/16 l
g3 1.) for rear besakets. see SRS-IRS (9.) For salvaged socket er solid type 2.) For pipe clasps..see 385-3PC soupling, the "C" dimessies sha.11 3.) sesy struts any be lastalled 100' be at least equal to the height (eed to and) from the asefiguraties of a osaadard size sut.
shows as the design drowing.
4.) A51 sosket usaded couplings rogstre a sinimum of 1/14" pull back of the estension piese for proper fit-up.
S.) Solid type soup 11 ass en struts and O
and pistas as fiand struts shall est esseed 1/16" af.aalignment from the pipe (barrel) sosterline.
6.) The eeupling (seitd/seekst) shaL1 h square raissive to the barts1.
7.) For modified struts, barral sise and minimum weld size are shown below.
ITUT SME INMINAL PIPE SIZE FOR RAAREL MINDCM URLD SIZt*(IN) 06 1" Sch. 40 3/16 ti" Sch. 40 3/16 08 t
10 lis" Sch. 40 3/16
{
14 2" Sek. 80 1/4 l
20 3" Sek. 80 5/16 to 4" Sah. 80 3/8 eed e,t,e Pa,se,th.,one.m.,e" sa. 120 3/s
.e the e. uar.
8.) U spasers are lastalled, the (e) tar *.allations chare the gap feW aetes are app 11eable" esseeds the thiskaass of ese (a) Spesars shall be salasted to spasar la assertatis.
appremiastaly esoter the eyered La the besekst/slaap.
(b) Spasar ausside diameter shall est esseed spheriaal beariat hemsias entsidai diameter.
(s) If the eyered is tastalled la e her Sasatal posittaa and the resulting see to sent amoegh to tastan see O
speser, the speser shall be lastaued as the battaa side.
g (d) Due to assfigurastem of bracket /eamup
- N.
the resulting gay any est assemedare Smittias of the spaser is gTITLE. tty 1 CAL INSPECTION DRAWT.NG a sysser.
R _ __
.17 QI-058 Rev. 4 O
MATERIAL:
sA-36. A-a,
. TOTAL LENGTH 0F SMIM a
sa.stScRSS. 60. es:
A-51 SC RS S
- 60
- 4 '*' -
i/s* wis.
2_
uruaER SIZE 3
,,pg (BOTH slotsTj qw/Hunrunnru sHu r
,+
SEE WELD
.4 -
DETAIL
- SHIM WIOTH
\\ggig SH'"
'_ _ _W"H/"T Ay
'//////////7l/j,
/
Tust s< r>
r A
r STEEL 4-WELO DETAIL O
.,, INGLE SHIM ON TUBE STEJL S
(TYPE 1) xin. v.14 "A" Shis TN "S" Weld 51se Masth Wete D 1/16" 1/16" 1/2" 1/8" 1/8" 1/2" 3/16" 3/16" 1"
k" to 4" (toelu.)
3/16" 14" 4" to 2" (taciu.)
b/16" 14" NOTES:
!) For large bore pipe, the staisua shta width is 24"
- 2) for small bore "pipio. 'thei sais width shall j
not be less than 4"'waless otherwise acted on drawing.'
- 3) For small bere, the weld length is equal I
to the width of the shis.
1 O
i
' ~ " "
MRC 7ypt.al Inseest(ca 3 rat.ing S'-
,g
$his Details w m c e d ~;' i n
,. o' -
SE no w aev.
s,
~
l wo aos35'E m28e%! :
' -o
.17
~
QI-058 Rev. 4
~
MATERI AL*.
sA-n a-n; LENGTH OF SHIM NO 2 g
O sA-513ca.ss, so, s3; S + 1/8* MIN. m L ENGTH OF SHIM NO. I ;
a,,570; m
A-51Sct35, so. 65 SOTM SCE5)"
NANNN\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\NM N J,V/////////////////F
?
Si r r,
" " * ~
I 4"
SHIM NO.!
\\
4 fffffffjjjj,f,/f; r//////////C SHIM ge
,p _ -_ _ _ - - - - - - g,,
r e
y STEEL
/_ _ _ _ _ _ _ _ _ - -
STEEL p
O weto oerait STACKED SHIMS ON TUBE STEEL
- iags,
- 1) re, urs. wa, tee, as (TYPE 2)
.as
.u. ua a av.
na. v.14
- 2) ror ans11 bere pipe, the aMa "A" Sh*= #1 M "S" WaLd Size Lenath (Moes width shall met be less thes 1/16" 1/L6" 4"
is" miese neced otherwise sa 1/8" 1/8" 4"
the drawing.
3/16" 3/16" la
- 3) For small bers, the weld length is
%" to %" (1 asis.)
3/16" 14" equal to the width ed aMa #1.
Is" to 2" (Easis.)
3/14" 14"
- 4) When esabaatag eMas, the thtaker of the two eMas should be attashed to the tube steal eless etharvise apprW bF ensissarias.
- 5) Fillet veld t&ss is egent to the thsch=
ness of sWe it, but need ast esseed 3/16". Lamsth of fillet wald is equal to 3 games ths *hi h==as of eMa #1 tot need not enseed 13/8". For ses11 tere, the sold length'is egesi to the sua endth.
8/L+1 O
( y gg w 2 as,.ute.er a.
C "'
Su a esta11s
~
^
~
+~ cw Au s e s:
h.is fyr ggg@dgigg g,ggggg ggly, t
2i e
L M 33 3
REY.
.w
....17 QI-058 Rev. 4 MATTRIAL:
sa-Mi p u; 4 570:
S.V8-WN =
E SA-513CL55, 60, 65:
p ggg) a-5L3Ct.55. 40. 45 V)///////////////A b
1 L T ttwcarss s(
CP M.ANGE) sr s(SIZE OF WELD) r of age &L et GREATE TEteutss TRAN FLANCE (T) TEIN: Set MDES 1/14".
- 2) U sEnt TEICENI33 IS.LESS 7545 FusCE TEIcutss TREN: Se TEICENUS OF SEIN Mtas 1/14". (EECEPT 70E 1/8" SEnt. Sal /s" and 1/14" SEIM, s=1/16".
~ s,,#
ff
=
SEDI WEta sEIN
/
F//N//##A
'l TEK( D)
LINCEE(D)
- VfDTE(D)*
dk I I
1/16 1/2 1 1/2
~
[
1/8 1/2 1 1/2 i
1 3/16 1
2 I
/
- '1/4 to 1/2 1 1/4 2 1/4 I
l 1/2 to 2 1 1/2 2 1/2 I
I I
,~
lv STRUCTURAL e ses setas 2 and 3.
maars HIM ON TR RAl _ SHAPE OR Pt. ATE.
J Ms t> re,s e w e, n. = = =
4 wu a s. n.
- 2) For aus11 bees, she ehle vidsk dell est be less thes is" salese otherwise metad es W drartas.
~r r
~..
- 3) Per ses11 bees, the um14 langth is
- equal to the width of the shes.
O 4..
.. j
,pW,
IfSW' hag
- k,
$cy 9 h Ossaa2&~<
L.
~.e E5has etshance feitnespeessassamesensefeEst c'9 mm,, ' '
y-3y3
~
_ - - - _ _ - _ - _ _ _ _ - - _ _.17 QI-058 Rev. 4 O
MATERIAL:
T Clamp Sedy : ASM SA-34 b Seit & Fia: AAME SA-193 Crada 57 Nuts:AS M SA-196 Crede 2R Lead $1stributies Plate: AsME SA-36 b
h
,ssa
\\
~
,4.
.M r
j SSC
) TfD)A1/16 WWLPDC SIZE (D) T(D t1/16 584-06-013 3:
1 3/4 SSC-06-100 10 1 3/4 88C-06-030 3
1 U2 84C-1b100 10 2
$$C-43-030 3
1 3/4 SSC-14-100 10 2 1/2 O
1 1/2 SSC-10-100 10 3 1/2 884-6 -060 4
1 3/4 88C-06-120 10 1 1/2 S$C-Lbe64 4
2 88C-Ok120 12 1 3/4 38C-06-054 3
1 U2 88C-10-120 12 2
$8C-06 000 5
1 3/4 88C-16-120 12
- 1 1/2 58C-1b050 3
2 SSC-16 120 12 31/2 SSC-M-OSO 2 U2 88C-16-120 12 4 1/2 SSC-06-040 6
1 U2 SSC=Ok i&O 16 11/2 88C-06-060 6
1 3/4 SEC-OS-M0 14 1 3/4 SSC-10-000 6
2 tsC-10 M0 14 2
$$C-M-060 6
2 US SSC-te-MG 16 2 US SSC-Okote 8
1 U2 80C-16 140 M
3 U2 SSC-O b400 8
1 3/4 80C-2bl40 14 4 1/2 88C-10 000 0
.3 800-19 4 60 16' 1 1/2 SSC-M-000 8
2 US SSC=Ob l60 16 1 3/4 88C-20 400 8
3 U2 884-10 16C 16 2
NOTES:
~
O W *? L
"'f~ ~ M MM M F-
==},FIF @
~.
d "T' 1aar.smaps a sas.amumm ;c:n-
~-
^*
.17 01-058 Rev. 4 O
NOM.FIPS S1ls WM6 C4'41.0C C005 (TN) 1 2
ssG-16-160 18 ssC-20-160 16 3 U2 ssC-26-160 16 6 1/2 ssC-1>180 18 2
SsC-16-180 18 2 U2 ssC-20 180 18 3 1/2 ssC-26-180 is 6 1/2 SSC M-180 18 0
SSC-10-200 20 2
ssC-16-200 to 2 1/2 asC-26 200 20 3 1/2 SSC-26-200' 20 4 1/2 ssC-36-200 to 6
ssC-16210 ti, 2
$$C-16-220 22 1 1/2 ssC-20 220 22 3 1/2 SSC-26-220 22 4 1/2 SSC-36-120 22 6
ssC-10-160 24 I
ssC-N-260 26 2 1/2 ssC 20-160 26 1 1/2 SSC-26-160 26 61/2 ssC-3b 260 2'
O SsC-10-2g 26 2
SSC-16-260 26 2 U2 O
SSC-20-160 26 3 1/2 SSC-24-260 26 6 1/2 SSC-34-260 20 0
asC-10-280 28 2
ssC-16-180 28
'I UI l
iSC-10-280 28 3 U2
]
ssC-26-280 13 4 U2 i
ssC-36-280 28 4
{
ssC-16 300 30 2
SSC M0 30 2 U2 3
ssC-20-300 M
3 UI 88C-26-300 30 6 U2 ssC-3& 300 30 6
SSC-1> 320 38 1
1 SSC-16-320 4
2 1/1 SSC-20 320 32 3 1/I SSC-26-330
'38
' 1/3 ssC-3>320 38 0
36 I
ssC-10 340
. ssC-16-Me M
I U2 3sC-20-360 34 3 UI Set-to-Me M
6 M3 34 4
ssC-N-Me ssC-10 Me M
1 88C-16-360 M
2 UI SSC-20-MG M
3 1/2
)
isC-26-360 M
' UI c..,
sea.
s.
O
({
sC-36-3a 30 nw...
~
_ _,1,$,,r;r-
-9
=-.
g g, wy pes ti= '- - - ^ 48 881'. _
. 50 m
a
kr _.17 QI-058
=
Rev. 4 O
_.1.
?TV
'a fg Nlb
/
WE o
Sue to assufsscuring tolerances the estual thickness of structwts1 shapes and plates asF be less than the sosiaal thtaksees. This is asseptable red the wald sise need een be any greater than the astusi thieksess if the difference ( A ) between the actual thashness and the assiaal thishnesa doess's esteed the followlagt l
Esmina Thickness Allowable Dif ference (6)
TJ/8" j
U 33-23/8" 1/168 I
The toes of meet relled shapes are rounded.
i ensure full threat of the weld as shown above.Is that esse. the edge is suits up to O
\\
~
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v -.
GAf ATER p
ma m-
/
/
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/
/
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p p
LEES
/
/
7 TM M 45' s
[
k
- v. n a A
For shewed aestas where 1398, the taspector need est be seesereed about the weld sise usless asshtates is for. &a which case the weed v111 he a estmal f111st veld with sies deterstead by the thlehnees of the assertal and the stape. If a weld j
sise is provided as the app 11estle draria6e the drevias usid sies e411 assers.
I
_ y t
l
..=====sM..
.. 4
.A O
em.
semi 4
TITLE.
Typtest Inspesties psawtag,
. Weld Beta 114
.v this drawtes is for inepeettaa pur peces self.
'- i E wt1.8 RE V.
EMT 1-
~
2-q.-
.- ~....
h
!r l l
. Attachrent 6.17 01-058 i
Rev. 4 0
/
M
/
60* f t < 90*
g43
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/
/
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gaII win TEr us2m st2 staat au TEI arrt.IcAsu naAvc;c, At a anuct.
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9
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d4 BBB W ad' W m af 4,M W rra IF 6 FR&ET uE3 m 18 me. W *s* Seemas shua as messam as me.L. K e m M da m W M tend te ars W
SfM 84 MS M
3#l4 W3
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sus e f
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2.
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tea.
the Isaa a
ti
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se..
==
m..
8 M
.As ts apL3 feet sure se.,
. m en I
.1.u s
. ins:
ww-m+
mei ma d
.un
. ues
=
..is s=,
nu S
i TITL E. Typical Inspeccion Drawing i
Wald Details i
This drawing is for inspection purposes only. DRA d m G esCL RE v.
SMI i
1
? ef i 51 l
- V
~.17 01-058 l
Rev. 4 30*ft<s5' J
(
A tw SIN l
m aga vs. eses shall be asseured sad shall. at e assimus meet the requirements of the tatte belews m
teamired "d* Nia.
i 3/8 S/14 4
7/16 3/8 t/3 3/8 9/16 7/16 S/8 1/3 11/16 9/16 3/4 9/16 i
T *
.4 A
p For 93/9g ) 3/3. only the veld between potats
&=8 C4 eseds to measured.
E l k.te r.s :. - it on.
c mts
- t. %
s a,..-
O.
-........... t -. <;
r,? ::
- '
- - eewtas u tasants 2.
Tata drewtas is teg,_tampostsen perpenes entr_..
a t
3 of
-M "E V '
snt
- ~
M
.17......
QI-058 Rev. 4 MATERIAL
- ama sa-su n.1 SA 36 i
y n
TO SE
% %.I.3.10 SEES 06,0s,10.16 MRS SEES M.os,10.16 t
jigi t/ts_
m ts)+5/te. -t/16 caTAtec coo _t_
ana k.%
3/s 14 sau 06 3/s 14 Its 06 3/s 1%
was*el 1/2 2
san cs 1/2 2
O gas os 1/2 2
pas c3 3/&
24 sus 10 3/6 2%
zas to 3/6 24 mes to 1
3 3/16 sus 16 1
3 3/16 Its 16 1
3 3/16 9
i IIT1.E
- tt?ICAL INSPtCTION DEN /INC stwr/swussta un sfACKET This drawing ta for saspeettaa puryceae only.
EAurmG m aty. g. snt ns /5RKs /PS3 0 s t et !
54 3
... s....
h.17 QI-058 Rev. 4 1
AV g
g
. MATERIAL:
db ASME $d-266 CL.1 o
4,
7
_X-
.X-SA-36 y
e M
db i._J t Z
tr i 1,,,,,,,j g RB sizes to,34,5s XRB slZEs 20,24,34 CATatoc egg }(tv) ! 1/16 fo(tv) +5 /16. -1/16 g
g(tw) +1/s. -o saas-20 1 1/4 4
s/A s/A Ins-20 1 1/4 4
w/A w/A saas-24 1 1/2 5 1/4 w/A s/A Its-24 1 1/2 5 1/4 s/A s/A SRAB-36 3
8 s/A s/A 1RB-36 3
8 N/A N/A I
SMRB-35 1 1/2 5 1/2 2 1/16 Min.
3/4 l
2 1/4 Max.
SMRB-100 2 1/2,3 8
3 1/4 Min.
2 3 5/16 Max.
- See Note 1 03 NOTESi
- 1) 21/2" pin on shock arrestor and; 3" rin on transition kit end.
TITLE; TYFICAL IsSPECTION DRAWINC STRUT / SNUBBER BIAR 3RACKD?
TM15 D; WINE 15 FM th5PECTION PURPOSES ONLY.NafG NQ.
ACV[*
$MI
? oi ?
55
f;
..i..18 QI-058 Rev 4 Page 1'of 6 L'
ITT GRINNELL COMPONENT STANDARD SUPPORTS I
INDEX 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 O
o O
d Attachnent 6.ShIQ.jzf 3
QI-058 Rev.4 O
steel pipe clamps double bolt pipe clatnp SIZE RANGlh % through 36 inch.
{
fig. 295 MATERIAL Carbon steel.
FINISN: Black or galvanized; furnished etack unless S
otherwise specfied.
SERVICE: Recommended for suspenson of pipe te-I quinng up to 4 inches of insulation and where flexibility of the ciamp is desirable - within the limitaDon of tem'-
perature and loads shown below.
MAXIMUM TEMPERATURE: 750*F APPROVALS: Complies with Federal Specification WW H 171 E (Type 3) and Manufacturers Standardize-tion Society SP-69 (Type 3).
INSTALLATION: Attachment to the clamp may be made with a welded eye rod flg. 278, page ph 52, or
-e-the weidless eye nut flg. 290, page ph-59.
h~ N
.~
FIATURES:
- f
- Load bolt and attachment will extend outside of 4 i
inch thick pipe covering.
9
- Load ratings meet ANSI code requirements and are
.y.,'-
substantiated by laboratory test.
l
- Rounded comers on damp ends provide greater l
.y.
e.,
safety for personnel.
i
.. j..... - e,
.i ORDERING: Specify pipe size, ligure number, name.
lm loads
- weights dimensions (inches) e mas resem loess, she for samee temp y.gg pee (sopseal suo ese'F 750 1 it per 100 s
C D
E F
o M
950 650 70
" lie 2%
2 *be 8'io a 1 1%
i 950 850 76 1'he 3
2'!ie 3'4 x 1 1%
1%
950 850 81 1 ,
34 2"%
4 8' e x t 1 "'4 1%
1545 1380 234 1 '8/ e 1 "is 4%
4%
e a 1'/a 2%
i 2
1545 1380 258 2%
1'Ise 5%
5%
". 1%
2"'4 2%
1545 t340 272 2..
1 'li e 6%
5%
% 1%
2 4 3
154a 1300 304 2%
1'he 6 "'.
5'sg g
%, i%
3%
4 2500 2230 666 3%
t 'he 7%
6%
s% 2 4%
5 2500 2230 699 3 ' 8/.e t '14 6%
7 si.e : 2 5
6 200s 2555 1145 4%
t 'he 94.e 6*io
% 2%
6%
8 2965 2555 1315 5 "-
l'he 108'e 9'%
%a2%
7's to 3240 2890 1981 6%
1 ".e 12 10".e 1
5 r 2%
3 .
12 3240 2990 2225 7%
t 'h e 13 11 'lia 1
% a 2%
9%
to 4300 3835 3788 9'he 2
14'h e 12"%
1%
%3 10"/4 16 4300 3835 4137 10'I.e 2
158'.e 13"6e 1%
%<3 11"'e is 4300 3835 4447 11'he 2
16*he 14"h e t%
%3 12"%
20 5490 4900 5725 12 %
2 17%
15 %
t%
%3 14 24 4500 4015 6590 14 4 2
19 %
17%
1%
%:3 16 1
28 6000 11230 17 %
2%
24 %
21 %
1%
%4 20 g
30 7500 15000 16 %
2%
26 4 23 %
1%
%a5 21 %
(
32 8250 19330 19 %
2%
26 25 t%
%:6 22 %
\\
34 9600 24880 21 %
3 31 %
27%
1%
1a5 25 36 10500 25750 l 22%
3 32 %
26 %
14 is5 26
- Bases on the alloweene stresses snown m the ANSI Coce for Pressure Piong.
2
Attachrent 6.
DI r)58 8
Rev. 4 61,2/M 3
Steel pipe clamps
()
k i
heavy duty double bolt pipe clamp flg. 295H SIZE RANGE: 6 through 36 inen.
4 MATERIAL: Carbon steel.
FINISH: Black.
SERVICE: Recommended for suspension of pipe re.
quinng up to 4 incnes of insulation and where flexibility of the clamp is desirable, nT i
MAXIMUM TEMPERATURE: 750'F.
APPROVALS: Complies with Federal Specification WW.H 171E (Type 3) and Manufacturers Standarctza-tion Society SP.69 (Type 3).
FEATURES:
e Load bolt and attachrnent wdl extend outside of (
inch thick pipe covenng, j
e Load ratings meet ANSI code requirements and are substantiated by laboratory test.
ORDERING: Spoofy pipe size, figure number, riame. '
t=
- f.. {,..
j g:
r-CE 4
(
@Y% l i
) +'
l y.
*h c - :- - L. s i
loads
- weights e dimensions (inches) mesimum recommended lead, pipe lhe for servece temperemare same wgt tese's) wi.
efirP F5e'P lb per 100 3
C D
E F
o M
6 3500 3125 1200 4%
14 108'io -
8 9'..
t 4a2%
6 8
4800 4285 1850 6
2 11 %
10's t's
%:25 7's 10 5500 4910 3025 7%
2%
13 % !
tt%
1%
't 3%
9 12 7000 6250 4200 8%
2%
14 5<,. ;
12*..
tw
% 3's 10 %
14 9500 8485 6000 9%
2%
15 % I 13 %
14
%4 11 %
'8 10000 3930 9000 10 %
3 17%
14',
1%
% 43 13 %
I 18 13800 12325 11500 12 %
3%
18 %
16 4 2
1 s4 14 %
20 15300 13665 14000 13 %
3%
19 %
17's 2
1 a5 16 24 16300 14555 19000 15 %
3%
228'.e 19sie 2
1 v6 18 %
28 18000 35400 18 %
4 31 %
27%
2%
1 7
23 %
30 20500 40600 19 %
4%
32 %
28 %
2%
1 x8 24 %
O 32 23750 55500 21 %
4%
36 31 2%
t% 8 26 %
34 25000 60400 23 %
4%
37%
32 %
2%
15x7
'8 %
36 25000 67800 24 %
4%
40 %
34 %
2%
1%x8 30 %
eBased on the allownere stresses snown en the ANSI Code for Pressure Piping.
3 ph 17
Attachrent6.g 01-058 steel pipe clamps Rev. 4 hid
[]
medium pipe claing t
flg. 212 SIZE RANGE: W through 30 inch.
MATERIAL: Carbon steel.
FINISH: Black or galvanized; fumtshed black unless otherwise specified.
SERVICE: Recommended for suspension of cold pipe y
lines or hot lines where little or no insulation is required.
MAXIMUM TEMPERATURE: 750'F.
APPROVALS: Underwnters' Laboratones listed and Factory Mutual approved for 4 through 8 inen pipe.
g Complies with Federal Specification WW.H 171E (Type 4) and Manufacturers Standardization Society y
SP 69 (Type 4).
INSTALLATION: Normally used with weidless eye nut fig. 290, page ph 59, or eye rod.
FEATURES:
e Load ratmp meet ANSI code requirements and are
$"$$f--,j - @ l substarwated by laboratory test.
mW, i
e Clamps tightly 19 pepe.
I l
l e Wide range of sizes.
' +- 3 e Rounded comers provide greater safety for person-
\\.
j J
nel.
~_i ORDERING: Spoofy pipe size, figure number, name.
. l
_y, d
loada o weights e dimensions (inches) mas resem need, me l
pies for e temsonmas l
l wgt(sopreal i
one 880 9 l 759 9 e per 100 0
C D
s l
P l
0 H
500 445 29 1
'/ie 1'%:
1
io
%a1 1 !
500 445 33 1%.
'/is 18%:
1%
l 8/ie-
%a1 18%:
1 500 445 35 1%
'I. e 18%:
1%
'! e I
%: 1 18 %
1%
500 445 34 1 '/.e
'/ie 18'!n I' lie s,,,
ga1 1 s i.3, 1%
800 715 43 1'/is 28,s 1%
s/,e
%a1 2 31,s j
2 1040 GW 113 24 2%
2%
%s1 2%
2%
1040 SW 124~ Y 2%
3%
2%
{ %a1 3%
3 1040 92 136 l
2'3/ie 3'lia.
2'she
%1 3' lie j
3%
1040 930 153 i
3*4 3'8/ie 38/ie I
% 1 3%
4 1040 l
930 229 3'ho 4
4%
3%
% a 1% !
48/ e 5
1040 l
930 280
! 4 44 lie i
% a 1% l 4%
8 4 he 6
1815 l
1440 i
542 l 4%
5%
5 l
_% : 1% I 5%
8 1615 l
1440 654
! 8 1
7 8%
l % a 1%
6%
10 2490 2220 l 1362 786e 1
8'he 7' lie 5x2 8'he 12 2 90 2220 1518 8%
1 9'l e 8%
%2 94 i
14 2490 2220 i 2050
. 9
' 1%
10%
9%
'sa2%, 10%
18 2490 2220
,' 2225
' 10 1%
11 %
10%
5 s 25 l 11 %
is 306o i
2730
- 3156 11 %
1%
13 11 %
I 1
% : 2% 1 12%
20 3000 1
2730 3581 12%
1%
i 14 %
12%
i th
% a 2%
13%
24 3060 2730 5312 15 1%
18.%
15%
l 1%
%a3 I 16 %
30 3500 3380
' 11390 18 %
2 21 %
19
! 14
%x4 l 20%
i
<Bassa on the ainowaL6e stresses shown m tr e ANSI Coce for Pressure Piping.
ph 18 4
. - _. _ _. - - _ _ _ - - - - - - - _ _ ~
- 5 i g Rev.4 h
(D beam attachments
~
welded beam attachment MAXIMUM RECOMMENDED LOAD: 71.280 lbs.
flg. 66 MATERIAL: Careon steel.
SERVICE: Recommended for attachment to bottom of beams, especially where loads are cor'sideracle and
'\\
sun rod sizes are large.
...........J HOW TO SIZE: Size of attachment is determined by
~'
- i. g size of rod.
7 A
,,, _ O., _.
WW.H 171 E (Type 22) and Manufacturers Stand-APPROVALS: Complies with Federal Spoofication b
l; ardizabon Sooety SP-69 (Type 22).
- + -
- a.J, INSTALt.ATION: If flexibility at the beam is desired.
e Jd use with bolt and eye rod 6. 278, page ph 52, or with 9
2%aca w ma weidless eye nut 6g. 290, page ph 59, and weld as
- 8 4*""'
",7 N "
shown to the left. If vertical adjustment is desired, use with threaded rod and nut and weld the attachment in n c e assen c---
arrinverted position to the beam as shown at left.
t FEATURES:
.)
e Will accommodate very heavy loads and rod sizes
[i]
through 3% inches.
j-e Can be installed so as to provide for either flexibility b.,
l!
or for vertical adjustment.
i
"~ ' j ' ~ ]
E I~
~
e Versatility affords economical stocking and erection.
r e Beam size need not be considered.
t
,,,,1
- g... --- M ORDERING: Specify rod size, figure number, name.
O
' Oh,,_,
/
Specify "witr' Dolt and nut" if required for 1" rod size and smaller.
ku
~
S --7-*~
Spoofy "witr pin and cotter pins" if required for 1%
d
~
~
inch rod size and larger,
,,w a a,.
2% nc^ roa on.
ea smuee orwy
- * *'0*'
loads e weights dimensions (Inches) e masknum rod recommonaled toed the wet (agores) lb por 100 j
rod tatio out size bott+
g weeheut het wsth best A
saae 860 1 750 1 and nut and nut E l E I a M
R 1 s 7
% a 2%
610 510 96 117 1%
2 2
Se i %
1%
Y*
% a 2%
!130 940 -
96 131 1%
2 2
"'is 1"a W
% x 2%
1810 1510 l
96 155 1%
2 2
io 1%
%3 2710 2260 192 279
.1%
2 23
'si,,, tg ; tw g
2% j 4
1 x4 3770 3150 253 394 2%
3 i 14 ; 1%
2 1
1% 4%
4960 4150 417 629 2%
3 3
i 1% l 1%
2 1 "*
1% a,
6000 l
6660 609 1022 2% l 3 4
1% ; 2
' 2% i %
i 1%
1% a 5%
11630 9700 1580 1902 i 4 1 4 l 5 14 12%
3 1 4 1%
1% a 6%
15700 14000 1870 2418 5
5 6
2 e
j 2%
3%
2 2% a 6%
20700 18460 2290 3055 5%
5 6
2%
3%
3%
2%
2% x 7%
27200 24260 2640 3678 6%
6
!6 2%
'l 3%
4%
2%
2% x 7%
33500 29880 2669 3965 6%
6 6
{ 2%
3%
4%
2%
3 x7 41580 37066 2675 4075 5%
6
{ 3%
4 3%
3 3% 7 50580 45085 3255 4665 6%
7 I 34 4
3%
/"%
3%
3% x7%
60480 53906 4510 6210 7
7 3% l 4%
4%
b 3%
3% x 74 71260 63493 5340 7240 73 8
3% l 4%
d%
b e Based on the anowable stresses shown in the ANSI Code for P eteurs Piping.
- 1Ye* and larger are pins witn coner pens.
5 ch-33
l p'
sway strut i
sw0y strut $s0&mbly:
Attachnent 6.
j fl'A I
flg. 211 01-058 i I ney,4 jm\\
'v/
)
1
~
I " ADJUSTMENT )-
\\
C-C (* 3 /2
)
-REAR BRACKET y
~ A-*
i tsactuogs envon E
{
- R --
ROD END (R.H.)
ROD END (L.H.)f i
l r JAM NUT
~R-io.
l
\\
EXTENSION PIECE W L,,C. u-,,..________.___ E.-.
fD A
L b5 So
-3
-r l:..I - 1
~
L..*,_ j, g _,,,,,,,,,i,_ 1 _*,g "y '
g S*
{
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I
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PIPE CL AMP 3
!---- F ---
--- F M tinctuocs stuoi W-
- --N F- - -
R
-F%
l 1
r--
T M.
["
[
q'O'DEM f,
- " G]
F t
L.;,7 i
t'~
OPTION I OPTION 2 f
'g e
load (Ibs) e dimensions (inches)
Ad DL C-C W
sire
_ L c.e.
End Piece A
- uns, me.
- Mas, ula.
,F D
D.
M M
,_5,,,
7 A
650 h
1 Sch 60 1 _
60 16 %
52 %
9%
3%
2%
14 4
374 B
1500 1
1% Sch 40 2%
t00 19 %
90 %
9%
4%
5 3%
14 84
.7d 9
.372 C
4500 1
2 Sch 40 2%
120 194 110%
94 4%
5 3M 1%
1
749
.747
.747 I
8000 14 2
Sch ISO 24 120 21%
109h 11 54 4%
3 14 l'e 399 2
11630 14 24 Sch ISO 24 120 21 %
1094 11 5'/..
4%
3 1%
8%
999 997 3
15700 14 2% Sch 160 3%
120 24 107 1,1 6%
5%
3'/ e 1
2 I" ie t249 997 9 247 4
20700 2
3 Sc'1 160 3%
120 26 %
106 %
12 4 64 5%
3*/,e 1
2 1"i II49
~
5 27200 24 3
Sch 160 4
120 28 %
104%
12 %
7%
5%
44 1%
2%
2 l 499 1247 6
3350r 24 4
Sch 160 5
120 30 102 %
12%
0%
74 5%
1%
3 24 t.74 9 1 497 t.747 7
58734 3
4 Sch 160 5%
120 34 %
100 14 %
10 9%
6%
2 3't 24 19?t 6
Sch 80 7Ve 64 42 % i 58 %
17 8
110000 4
12 %
14 B4 2%
4%
24 6
Sch 160 7%
120 64 94 %
58 %
0\\
(j
- Loacs must t.ot be aophed outside a 10* included angle cone of action to the pipe clamp axis without special autho pn *33
I Attschmsnt 6.19
)
QI-058 1
Rev. 4 1
Page 1 of 2 i
n
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(
STANDARD MARKING / STANDARD BOLTING COMPONENTS j
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Tesewanne 64 Servese ISO ADN j-3,g a.
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Attachmant 6.19 QI-058 Rev. 4 I(-
STANDARD MARKING / STANDARD BOLTING COMPONENTS (Cont'd)
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