ML20202J135

Rev 2 to Quality Instruction QI-058, Reinsp of Pipe Supports,Technical Review Team Issues - 42 Pipe Supports

ML20202J135
Person / Time
Site:	Comanche Peak
Issue date:	06/27/1986
From:	Hansel J EVALUATION RESEARCH CORP.
To:
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References
QI-058, QI-58, NUDOCS 8607170030
Download: ML20202J135 (94)

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I Page 1 of 12 V)

I EVALUATION RESEARCH CORPORATION COMANCHE PEAK RESPONSE TEAM QUALITY INSTRUCTION FOR ISSUE-SPECIFIC ACTION PLAN VII.b.3 CN INSTRUCTION NO.: QI-058 REVISION NO.: 2 ISSUE DATE: 06/27/86 ,.

O REINSPECTION OF PIPE SUPPORTS TRT ISSUES - 42 PIPE SUPPORTS Prepared by: /N Issue Coordinato r Date: 6.24!86

/ '

LW"~ ,

r Approved by: ///D Date: S/ }#'/}8d liardware Supervisor '

Approved by: Date: [!2d!7[

On-SittQARejseni:ative Approved by: Date: b 7 30 QA/ Review Team Leader 8 na7118m8t3%e A

QI-058 Rsv. 2 (u/ 1.0 PURPOSE 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-2534, to M. Obert, delineating 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 C4 4.1 Fesponsibilities 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 'uiscipline Engineers

! The QA/QC Discipline Engineers prepare the inspection procedure delineating reinspection requirements and attributes.

4.1.2 QA/QC Inspectors r QA/QC Inspectors perform documentation review in accordance with this quality instruction and record l results and deviations.

4.2 Policy l Activities performed under this procedure shall conform to the l policies contained in the latest Comanche Peak Response Team l Program Plan and Issue-Specific Action Plan VII.b.3.

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o QI-058 Rsv. 2 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.

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).

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 Common can be verified by checking actual nominal I ,,

dimensions against dimensions given in Attachment 6.18.

5.2.2 Materials - Record the item number, description, and l' appropriate identification (i.e., heat number or vendors unique identifier) on Attachment 6.2. Items i with no identification or identification not

! distinguishable shall be clearly indicated on l Attachment 6.2. This information is required for

documentation review only.

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_ _ _ __ _ __ _ _ _ _ _ . _ _ - - _ _ _ , _ _ _ _ . , . _._~

0I-058 Rsv. 2

5.0 INSTRUCTION (Cont'd)

(

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5.2 Configuration (Cont'd) 5.2.3 Orientation - Verify that the support orientation is in accordance with the design drawing / component modification card (DWG/ CMC) and hanger location drawinF (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 C} 1. Baseplates (Note 2)

From centerline of support attachment to centerline of bolt t 1/4 inch.

When shown on the DWG/ CMC, the edge distance from the 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 t 1/4 inch.

When shown on the DWG/ CMC, the 1

O longitudinal edge distance shall be considered a minimum.

4

OI-058 Rsv. 2 5.0 INSTRUCTION (Cont'd)

\- / 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 i 1/4 inch.

C. The tolerance for component member length shall be 2 1/2 inch.

D. The tolerance for component member locations shall be 11 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)

" Cut-to-Suit" shall mean that an item can be O G.

installed so as to make an assembly correct provided length does not exceed that on the Bill of Materials.

5.2.5 Otfset - 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" !

1/16" on the other, 1/16" 2 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 exceed 1/8 inch or be less than 1/32 inch. Where design shows 0" on O bottom (in the gravity direction) then it shall be such with no allowable variation.

5

QI-058 Rev. 2 5.0

[\ )I INSTRUCTION (Cont'd) 5.2 Configuration (Cont'd)

3. Where design shows cicarances 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 directior.)

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 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.

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 i

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QI-058 Rev. 2

/

\, /)

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.

5.4 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

(5

\

exceeds the minimums specified. For fillet welds, refer to Attachment 6.4. (Note 6, 7, 8, 10, 11, 12, 15, 23)

• For Bevel Welds, the weld size is verified by assuring the joint is welded flush.

5.4.3 Butt weld Reinforcements - Verify that the height of reinforcement complies with Attachment 6.5. (Note 9, n 13) 5.4.4 Undercut - Verify that undercut (on welds, plates, brackets, etc.) does not exceed 1/32". Record the undercut, (regardless of size) on the Inspection Checklist. Undercut may be due to grinding or other metal removing operations.

I 5.4.5 Verify no lack of fusion, no porosity and no sracks 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 g-- NDE could be accomplished.

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7

QI-058 Rev. 2

-D 5.0 INSTRUCTION (Cont'd) 5.4 Support Welds (NF) (Note 17) (Cont'd) 5.4.7 Welder ID Symbol - Record the welder symbol on Attachment 6.6 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 Attachment 6.16 Table B and that they have been blended uniformly 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 Attachment 6.8.

! 5.5.2 Measure and record the dimensions shown on Attachment

. 6.8.

5.6 Load Pin Locking Devices (Note 1, 4) i

{ 5.6.1 Verify all cotter pins and snap rings are in place and I

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 i

spacers. It is acceptable to have one spacer. (Note 1) 5.7.2 Record the nominal thickness (to nearest 1/32 inch) and

quantiLf 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 j on Attachment 6.10. (Note

This is not an accept / reject

criteria.)

5.7.3 Verify that the resultant gap between the spherical I

bearing and the bracket or clamp is less than the r thickness of the thinnest installed spacer. Record the resultant gap to the nearest 1/32 inch on Attachment 6.9. (Note 3) 5.7.4 Contamination - Verify that the sph'erical bearing has not become dislodged and is free of extraneous

, material (e.g., paint).

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QI-058 Rev. 2 5.0 INSTRUCTION (Cont'd)

[~'J')

5.8 Snubber Adapter Plate Bolt Thread Engagement (Note 1) i 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 snubber adapter plate, nominal bolt diameter and depth of bolt recess for each recessed bolt as shown on Attachment 6.11.

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 g-- supports only.)

D 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. 2 TABLE 5.3-1 MIN. EDGE BOLT 0 DISTANCE 3/8" 9/16" 1/2" 3/4" 5/8" 7/8" 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

l

• P O

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QI-058 Rsv. 2 NOTES:

t

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.

ON-

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 weld and must meet the size required on the drawings.

I

.r 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" i dimension as shown in weld detail drawing (see page 52, Attachment 6.17).

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I QI-058

. Rev. 2 1

! NOTES: (Cont'd) l l

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).

I

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 4

inspection. Coatings (paint) may be removed with the concurrence of the Level III Inspector if the inspector judges that excessive i or uneven coating application would impede an adequate inspection

of the weld.

i

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.

20. Angles shall be measured to the nearest degree.

21. If additional space is required in the remarks column of i 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 j fillet weld dimension by not more than 1/16 inch provided that the j total undersize portion of the weld doesn't exceed 10% of the length of the weld. Individual undersize weld portions shall not l exceed 2 inches in length, i.

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.

j 25. U-Bolt type supports shall mean springs, struts or snubbers

( utilizing a U-Bolt.

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. - - - . - ._. -- . - . - ~. . . - . - . .-

QI-058 4

Rev. 2 6.0 ATTACHMENTS 6.1 Reinspection Checklist l 6.2 . Material Identification 6.3 Bolt Edge Distance

- 6.4 Fillet Weld Size 6.5 Butt Weld Height Reinforcement 6.6 Walder Identification i

6.7 Load Pin and Load Bolts 6.8 Pipe Clamp Parallelism 6.9.1 Spherical Bearing Cap - Pipe Connection End .

6.9.2 Spherical Bearing Gap - Building Connection End I 6.10 Spherical Bearing Gap - Spacer Thicknesses 6.11 Snubber Adapter Plate Bolt Thread Engagement Length 6.12 Supplemental Remarks 6.13 Inspection Tools Used j 6.14 Inspection Tools and codes t

6.15 Additional Welds l 6.16 Maximum Allowable Offsets for Welded Joints 6.17 Typical Inspection Drawings i

! 6.18 ITT Grinnell Component Standard Supports 6.19 Standard Marking / Standard Bolting Components O

13

Attachmsnt 6.1 COMANCHE PEAK RESPONSE TEAM 01-058 CHECKLIST Rev. 2 POPULATION DESC VERIFICATION PKG NO.

PS42 PAGE 1 0F 2 QUALITY INSTRUCTION QI-058 [ REINSPECTION [ UNIT 1 DOCUMENTATION REVIEW EQUIPMENT MARK / TAG NO. C UNIT 2 COMMON VERIFICATION ANME 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

()

3.2.5 Offset 5.2.6 Clearances 5.2.7 Record Clearances N/A N/A 5.3) Threaded Fasteners 5.3.1 Locking Device 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 1

5.4.6 Surface 5.4.7 Walder ID N/A N/A 1 5.4.8 Oftset 5.5) Pipe Clamps 5.5.1 Pipe Clamp Halves Parallel 5.5.2 Record Dimension N/A N/A PREPARED BY: APPROVED BY:

l i __ DISCIPLINE ENGR. DATE LEAD DISCIPLINE ENGR. DATE INSPELLLU BY: APPROVED BY:

l l

LN5FECTOR DATE LEAD INSPECTOR DATE CPP-007.lA, Revision 0 l

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COMANCHE PEAK RES?CNSE TEAM Attachment 6.1 s CHECKLIST QI-058

, Rev. 2

'~'

POPL'LATION DESC VERIFICATION PKG N0.

PS42 F ACE __,2 0 F 2 VERIFICATION l

^ REMARKS ACCEPT REJECT DATE 5.6) Load Pin Locking Devices 5.6.1 Cotter Pins 5.7) Spherical Bearir.g 5.7.1 Spacers 5.7.2 Record Spacers N/A N/A 5.7.3 Gap 5.7.4 Contamination 5.8) Snubber Adapter Plat e Bolt Thread Engageme lt 5.8.1 Engagement Length 5.8.2 Record Dimensions N/A N/A 5.9) Threaded Rod

, Thread Engagement

' i 5.9.1 Engagement length 5.10) Record Snubber Cold Set N/A N/A

=*

, r) m

Attcch :nt 6.2 QI-058 Rev. 2

,- ~ Page 1 of 1 1 \

'N J' VERIFICATION PACKAGE NO.

HANGER MARK NO./ DRAWING NO.

MATERIAL IDENTIFICATION ITEM NO. DESCRIPTION IDENTIFICATION INFORMATION v)

Inspector Date

Attcchm2nt 6.3 QI-058 Rev. 2

• Page 1 of 1 s VERIFICATION PACKAGE NUMBER 4

HANGER MARK NUMBER / DRAWING NUMBER BOLT EDGE DISTANCE (Informational) i i BOLT DIAMETER (inches) EDGE DISTANCE (inches) i i

2 t

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l Inspector Date i

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Attacnment 6.4 QI-058 Rev. 2

- Page 1 of 1 1

1 Sarast GF l g westen utmesas '

n ::nriu.s? WsLa [contaws Fut?

8E # sustact oF '8b8 M # ISAl3Def & mgesetas \ -

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flG0ACTICAL TNAS47 == azz or OBun Las PILLST WELS WEL8 ugN: fler"htt* OF ast 80u4 L8S PILLET WELD 4 TMs k8NGTit OF THE LAmessf elecastES ReeMT 10000EL88 TmameLE. TMSOMTICAL TMAGAT*0.7 a WES.

SWIIract oF -

VERTICAL 80084E28 o W IfWEB PLLET W M P%L87 mE suwass w wem # monaours unseEns N n ' ' ^

i ruseastics fleur g,gg g ,7 g M h8825 0p wtLS-nors: son asem. tas nuar esons, tw am er tw =Le e vu Lse Lo.ene or tw LAAGEST m0NT TIBAIIELE WMel CAN SE 188C1588D WITMAI T4 PELET WELS GIOSE WT100L P14. NF4a271 SIZE QF FILLET WELOS O .

CONCAVITY l

If the profile of the fillet weld is concave, verify the minimum theoretical throat per the table below is at ained.

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)

• denotes conversion

Attcchmant 6.5 QI-058 Rev. 2 Page 1 of 1 O(T BUTT WELD HEIGHT JEINFORCEMENT 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 f REINFORCEMENT OF BUTT WELDS (MF)

The height of reinforcement on each face of the weld shall not exceed the following thickness:

Nominal Maximum Titickness 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, inc? 1/4 Over 5 5/16 O

t Attachment 6.6 QI-058 Rev. 2 Page 1 of 1 i

O WELDER IDENTIFICATION VERIFICATION PACKAGE NO.

HANGER MARK NO.

WELDER IDENTIFICATION i

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. Inspector uste i

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. . . - . , . - _ . . , . . . _ . . . _ _ . ~ . _ _ . . _ _ . _ . . . . _ _ _ . . _ _ _ . _ - . . _ _ _ . - . , , . _ , _ _ . . _ _ , . - . - - - . - - , . , _ _ . _ . _ . . _ . . _ - .._,,...,,_,__a

Attachment 6 7 QI-038 Rev. 2 Page 1 of I LOAD PIN AND LOAD BOLTS h

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!' #A 4#AD g Asst

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O N uffoRT S 3

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gUfJ r w..-soit Ppe Clorry

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Pipe Clamp o .

Attachment 6.8 QI-058 Rev. 2 O VERIFICATION PACKAGE NO.

Page 1 of 1 HANGER MARK NO./DFAWING NO.

PIPE CLAMP HALVES PARALLELISM ENTER ALL DIMENSIONS, TO NEAREST 1/32", IN INCHES 1 2 3 S1 S2 A S1 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.

41 ceutte 86 hans mm) af M W uaw)

(a asuse w nmp)- - - ~

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O Inspector Date

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Attachmsnt 6.9 QI-058 Rev. 2 VERIFICATION PACKAGE NO.

HANGER MARK NO./ DRAWING NO.

l SNUBBER / STRUT SERIAL NO.

SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS REAR BRACKET - PIPE CONNECTION END SPACER NUMBER OF SPACERS NOMINAL INSTALLED ON EACH SIDE OF SPHERICAL BEARING w - k,, DIICKNESS SIDE G1 SIDE G2 d,

• e M STRUT

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5 .T x

hlf~1 b-(Q N (; pr-smaa RESULTANT GAP =

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s

>ggyy 5 s G1 + G2 - RESUtTANr Gir

_\ \ \ \s

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BRAC#;& 7 Ot PIPG. CUMP D

Attachu:snt 6.9 QI-058 Rev. 2 ps VERIFICATION PACKAGE NO.

HANGER MARK NO./ERAWING NO.

SNUBBER / STRUT SERIAL NO.

SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS REAR BRACKET - BUILDING CONNECTION END

. _g SPACER NOMINAL NUMBER OF SPACERS INSTALLED ON EACH SIDE OF SPHERICAL BEARING g , THICKNESS 8

SMedfA SIDE G1 SIDE G2

~ M STEM)T y /

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5 .

5

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gse.- p .

s 1EsuuiNT Gir -

ans \ t' s qq\ G1 + u2 - RESutTANr Gir i

6 Rack.a r CR PIPE Cf.A A P

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Attachmsnt 6.10 QI-058 Rev. 2 O VERIFICATION PACKAGE NO.

Page 1 of 1 HANGER MARK NO./ DRAWING NO.

SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS SPACER THICKNESSES

XRB SIZE

• SPACER THICKNESS EACH 06 1/8" 08 1/16" 10 3 / ';2" 12/14 3/32" 20 11/32" 24 5/16" 36 13/32" SPC PIPE CI. AMP SIZE '

• SPACER THICKNESS EACH 06 5/32"

08 3/32" 10 1/8" 12/14 3/16" 20 3/8"

% 24 3/8" 36 1/4" ,

• Nominal Dimensions

=P O

Attachment 6.11 QI-058 Rev. 2 VERIFICATION PACKAGE NO.

HANGER MARK NO./ DRAWING NO.

SNUBBER SERIAL NO.

SNUBBER ADAPTER PLATE BOLT THREAD ENGAGEMENT LENGTH

/ SOLT g g tp - nominal thickness de =

FA- w or snusser aderter 4 plate.

~

& D - nominal bolt A g a diameter.

f d - depth of recess b

/

/

0 ~N ub8E R f

\ APAF7EA SNvBest

, ADNTER PLATE BOLT tp D d 1

2 3

4

Attachmsnt 6.12 QI-058 Rev. 2 SUPPLEMENTAL REMARKS

~

VERIFICATION PACKAGE NO.

ATTRIBUTE (No./ Description) REMARKS l

O J

l l

l l

l l

i INSPECTOR DATE l

Attachment 6.13 QI-058 Rev. 2 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./ F2 cord 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 g- 5.4.3 Reinforcement 5.4.4 Undercut 5.4.5 Cracks / Fusion 5.4.6 Surface 5.4.7 Welder Id.

5.4.8 Offset i

5.5 Pipe Clamps 5.5.1 Pipe Clamp Halves Parallel l 5.5.2 Record Dimension 1

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 l 5.8.1 Engagement Length i 5.8.2 Record Dimensions l

l 5.9 Threaded Rod Thread Engagement 5.9.1 Engagement Length 5.10 Snubber Cold Sat l

l l

l . . , . _ _ , . - _ , _ _ . , _ _ , _ . . _ _ _ . . _

Attachment 6.14 QI-058 Rev. 2

~s Page 1 of 1 INSPECTION TOOL AND CODES

}

CODE TOOL AF Angle Finder BL Bubble 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 Flashlight FM Fibre Metal Fillet Gages GG GAL Fillet Gages ML Hi-Low Gage MG Magnifying Glass MI Micrometers MM Mirror MN Magnet PB Plum Bob PR Protractor SC Slide Caliper SR 6" Rule ST Steel Tape Measure (w)g ,

TG Taper Gage TW Torque Wrench UD Undercut Gage (Dial)

UP Undercut Gage (Pit)

VC Vernier Caliper

VT Visual Inspection l

I O

l

i Attachm:nt 6.15 i QI-058 Rev. 2 Page 1 of 1

) VERIFICATION PACKAGE NO.

HANGER MARK NO.

i 4

ADDITIONAL WELDS i

i 1

i i

A E

t i

l

[

inspector Date

Attachmsnt 6.16 QI-058 Rev. 2  !

Page 1 of 1 l O 1 TABLE A L

MAXIMUM ALLOWABLE OFFSET IN I FINAL WELDED JOINTS Section Thickness Direction of Joints In Inches Longitudinal Circumferential Up to 1/2, incl. 1/4t 1/4t Over 1/2 to 3/4 incl. 1/8 in. 1/4e i 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.

O 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 = nominal thickness of the thinner section of the joint.

O

Attachm:nt 6.17 QI-058 Rev. 2

(~S, 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 Forged Steel Clevis (RSC) 25 Turnbuckle (RTB) 26 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 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 Shim Details 46, 47, 48 Super Stiff Pipe Clamp (SSC) 49, 50 Weld Details 51, 52, 53 Strut / Snubber Rear Bracket (SMRB, SRRB, XRB) 54, 55

, r

• NOTE: Where information contained in these typical drawings differs from QI-058 procedures, the latter shall govern.

l

!o r

I

, M L Ld(.fWen t 0.1/

_.01-058 Rev. 2

- - MATERIAL *

f. F -

13 BAR AsME SA-36 O *-3 p; ...

N

. . _ . . . ..  :.g, n ScLT NUT etN Astu A307, sA.307 ASTM A.563 Crede A Asm sA.36

,, t -- --

p -

'.? J 4.:

BBU 880 T 80LT SIZE 200 SIZE CATALOC CODE STOM SIZE (330) 8(IN) 1/16 (830) 8(IN) 1/16 (See Note 1) 5(IN) (see Wete 2) 03 3/8 03 1/2 2 x 1/4 l 04 1/2 04 5/8 2 a 1/4 05 5/8 05 3/4 2 a 1/4 04 3/4 06 7/8 2 1/2 x 3/8 07 7/8 07 1 2 1/2 a 3/8 04 1 08 1 1/4 3 s 1/2 09 1 1/4 09 1 1/4 3 a 1/2 10 1 1/4 10 1 3/8 4 s 5/8 12 1 1/2 12 1 5/8 5 x 3/4 14 1 3/4 14 1 7/8 5 x 3/4 16 2 16 2 1/4 6 x 3/4 18 2 1/4 18 2 1/2 & a 3/4 .

20 2 1/2 20 2 3/' 6 a 3/4 l

O .

NOTES:

1).1 1/4 and latter are ptaa with cetter pins.

2). Width Dia. any varv 1 1/8.

Thichaess Dia, any very 11/16.

TITLE. TYPICAL INSFECTION DRAWDC WELDED 8'EAN ATTAODENT This drawing is for inspection purposes only. ;pu w.asG M O. AEv. SMT.

38D/38U o 't of 2

. . . . .. .] . 2. . . ". - L }--

M .

~

l @

L

Attachment 6.17 QI-058 Rev. 2 O

A r MATERIAL:

r i I

_j l j Baa ass SA-36 P M A55 SA-36 2., . .2.

y ,

Catales ccIE B(Tm ,- 1/16 afrJr) ,- 1/4 (smal 22 3 7 to 3 U4 8 3 1/2 26 8 23 ,

3 3/4 9 30 4 9 .

i 32 4 1/4 u .

f 36 4 1/2 ,

u 34 4 3/4 13

. 34 5 13

'o 3 un n NOTES:

nn.z:

m ics. nsti m e oui.cm .

'm *= m' m *" t e-This dranting is for inspecties purposes caly MING NQ. - M E V. $n T.

-- -- -- BRDlRED _ 0 , er, e

.- n e . .,

.- . q . ; m ;c- j I' " - - - -

1 , y -j!

9"

- - h m -__ _ __ M m ___________ _______

Attachment 6.17 01-058 ., j f Rev. 2 O

- W - MATERIAL:

F 1 - AsMr sA-36 4

.. m.U..u - . .

l l D t l

)

I BWA CATALOC CODE U(IN) 1 1/8 R(IM) ! 1/16 WA - 06 2 1/2 5/8 O WA - 05 WA - 06 2 1/2 3

3/4 7/3 WA - 07 3 1 WA - 08 3 1/2 1 1/3 WA - 09 4 1 1/4 WA - 10 4 1/2 1 3/3 WA - 12 5 1/2 1 5/8 WA - 14 5 1/2 1 7/8 WA - 16 6 1/2 2 1/4 WA - 18 6 1/2 2 1/2 WA - 20 7 1/1 2 3/4 WA - 22 8 3 WA - 24 9 3 1/4 WA - 26 10 ,3 1/2 WA - 2A 10 3 3/4

.- NOTES:

O p TITLE L .

. TTPICAL DSPECTION DRAWDC

-_ .4 : -vrt wn mu wwr.n This drawing is for ,1aspw ties perpeees en h , - V. SHT

_ _ _ T M.:r.. N ... . . .

1 et 1_

_ . , - - _ a,.y---.--,--- - , , - . - - - - - , - , --_--.w- - - - - - - - - - - - - - - - -

Attachment 6.17 N'y MATERIAL i o

ASTM A - 543 Crade A er A - 307 t \

Wp

< ll l

ll i

o

- 1 CATAIAC CDDE WIDM Acto 85 FIATS (FM.J er FEN) W ,(IN) A 1/16 unless seted otherwise ,

i I 1/4 1/2 I 1/32 .

3/8 11/16 1 1/32 1/2 7/8

• 5/8 1 - 1/16

. 3/4 1 1/4 7/8 1 7/16 {

1 1 5/8 1 1/8 1 13/16

- 1 1/4 2 e 1 3/8 2 3/16 1 1/2 2 3/8 1 3/4 2 3/4 2 3 1/8  ;

2 1/4 3 1/2 ,

2 1/2 3 7/8 2 3/4 4 1/4 -

3 4 5/8 3 1/4 5 3 1/2 5 3/4 l 4 . 6 1/8 4 1/2 6 7/8 E*

1)FKJ is approximately half the height of Fiel.

l I

_ _ _ t

! PC' '

N- *NC '

TTFICAL agg -IN.SFECTI(3f m ayy,_ag ygygUNC ,

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m. 2-m.n-. mm_w i _ mr .. a_ami,pacc NO. _ _ _

1. E V- l 5MT i

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. .. ..... . 8 f Attachment 6.17 QI-058 Rev. 2 MATERIAL :

o ASTM A = 563 Grade A

( i I ) w,

\ / A = 307 FX FX) -

CATALOC CODE WIDTH ACROSS F1.ATS (F1J er FIN) U F (IN) 1/16 unless noted 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/s 7/8 1 5/16 1 1 1/2 l 1 1/4 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 NOTES :

1.) Flet a y be used in place of FIN.

2.) THJ any be used in place of FXJ.

3.) FXJ is approzientely half the height O of FXN.

TITL( , .

m..icAL o

. .tirsFEcT1oa

= w utres suurscI j This drawing la for inspection purposes sely. armasg No. KEV. $MT

,b evu 'o 1 oft i -

_... ~,

6

Attachment 6.17 QI-058 Rev. 2 O

e-c v SEE NOTEi

- e 4e i .{ 8 L A d kiO" MAX.) .

l -

O ^

A TYPl\wV

.l::::n - i 9 'A I/2" s 3/16"

' (TYM SPRING PLATE 'KLD g ,

9-11 1/2 3/16 12-14 1/2 3/16 15-17 3/4 1/4 18-20 3/4 1/4

,_~

21-22 1 3/8 l NOTE:

1) Broken line illustrates the placement of the second connecting plate.

O 7.

i TYPICAL L*ISPf,CT1014 DRAWING "C"-TYPL 3PRIK 1 RE V. SMT

! I This drawing is for inspection purposes only< D M W etG N O. +

I of I

• • =- - -- . ... C-T*PE m fue ~._ft_ .

_-L_._-.-.-.-_-_____ _

, y

" Attachment 6.17 01-058

, Rev. 2 MATERIAL *

. g'[g Ia Cw, _as,a sA-36 l ,,g]Je m

BOLT -ASTM A-307 WUT -ASTM A-563 CRADE A l l H g I l l e-5

(^) g kM.g - .

l PTC STO M SIZE CATA10C CODE NON. PIPE t x U (IN) MT (PDC or PTC) SIZE (TN) (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 x 1 1/4 1/2 l O 012-0104 012-0205 1 1/4 1 1/4 1/4 x 1 1/4 x 1 1/4 3/8 1/2 I

015-0104 1 1/2 1/8 x 1 3/8 015-0205 1 1/2 1/4 x 1 1/4 1/2 020-0104 2 1/8 x 1 3/8 020-0205 2 1/4 x 1 1/4 1/2 i 020-0308 2 3/8 x 2 3/4 025-0205 2 1/2 1/4 x 1 1/4 5/8 025-0308 2 1/2 3/8 x 2 3/4

. 030-0205 3 1/4 x 1 1/4 5/8 l

, 030-0308 3 3/4 s 2 3/4 035-0205 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 x 1 1/4 5/8 040-0308 4 3/8 x 2 3/4 040-0410 4 1/2 x 2 1/2 1 040-0512 4 5/8 a 3 1 1/4

\

NOTES:

1 ~

l

1) Thienness, t, any very A 1/16.

Vidth, V, any vary 1 1/4 l

O TITLEMICAL It!SPECT10N DRAWING CAABON STEEL PIPE CLAMP j rats ersvins,ts ter inspection _ purposes only. " " _" $ .. toc /rTC Y 1.efs

-z-_ _ _ _ - -- .._s -

rn-

g

--- . - - . .-- . .. Attachment 6.17 QI-058

^ Rev. 2 NOM. FIPE BOLT CATALOO CODE W IN (PDC or FTC) EI"2 (1N) (See Note 5) 3(IN) 1/16 .,

5 050-0205 5 1/4 x 1 1/4 5/8 4

050-030; 5 3/8 x2 3/4  !

5 1/2 I 2 1/2 1 't 050-0410 050-0512 5 5/8 x3 1 ./4 060-0308 6 3/8 x2 3/4 4 060-0410 6 1/2 x 2 1/2 1 1 060-0512 6 $/8 a3 1 1/4 060-0616 6 3/4 x4 1 1/2 3/4 i

C80-0308 8 3/8 x2 J

080--410 8 1/2 x 2 1/2 1 030-0512 8 5/8 x3 1 1/4 j 060-0616 8 3/4 x4 1 1/2 100-0410 10 1/2 x 21/2 1 ld 100-0512 10 5/8 x5 1 1/4 100-0616 10 3/4 x4 1 1/2 100-0624 10 3/4 x6 2 120-0410 12 1/2 . 2 1/2 1 120-0512 12 5/8 x3 1 1/4 l' 120-0616 12 3/4 4 1 1/2 12 3/4 x6 2

.20-0624 *

~^

120-0824 12 1 x6 2 1/4 140-0410 14 1/1 x 2 1/2 1

, 140-0512 14 5/3 x3 1 1/4 1 1/2 140-0(.16 14 3/4 : 4 140-0624 14 3/4 x6 1 3/4 140-0624 14 1 x6 2 1/4 1*.> 0410 16 1/2 x 2 1/2 1 l 1 1/4 160-0512 16 5/8 x3 5 .so-0616 16 3/4 x4 1 1/2 i 160-0624 16 3/4 x6 1 3/4 2 1/4 l i 160-0824 16 1x6

. 160-0822 16 1 x8 2 1/2 1 150-0512 18 5/8 x3 1 1/4 1 1/2 1 130-0616 18 3/4 x4

160-0624 13 3,4 x6 1 3/4 i 180-0824 12 1

: 5 2 1/4 2 1/2 i

l

130-0832 16 1 x8 180-1028 18 1 1/4 x 7 2 3/4 l

>0512 20 5/8 x 3 1 1/4 i 2 W-061A 23 3/4 x4 1 1/2 ,

i 200-0624 20 3/4 -6 1 1/2 200-0821 20 1 x6 2 200-0832 20 1 x8 2 1/8 g

j l NOTES:

4 1) Thicksess, t, may vary 1/16.

3 l viech, u, may vc:f 1 1/4.

• l \ ,

i

1 '1 I l 4

) itTL C  !

TY?ICAL I M " ";*4 '?

1--' ... -

CA.UON STEIL PIPEMPC b../.'!:(C 3,, . .

1

. i: re s'.

r, 1: Isr in:pec::.:n purp se: only,l p g 30, PPC/- - l ;a; s, l 2 .s :l

- - ~ ' Attachment 6.17 g

, . . . . _ . ..'..... . .. ... QI-058 Rev. 2 CATALOC CODE WOM. PIPE g y gott (PDC or PTC) SIZE (IN) (See sete 1) 3(13) ! 1/16 200-1028 20 1 1/4 a7 2 3/4 220-0512 22 5/8 a3 1 1/4 220-M16 22 3/4 x4 1 1/2 220-0624 22 3/4 a6 1 1/2 220-0824 22 1 a6 2 220-0832 22 I a8 2 1/4 220-1028 22 1 1/4 x7 2 1/2 240-0512 24 5/8 a3 1 1/4 240-0616 24 3/4 x4 1 1/2 240-M24 24 3/4 a6 1 1/2 '

, 240-0824 24 I a6 2 240-0832 24 1 a4 2 1/4 240-1028 24 1 1/4 x7 2 1/2 240-1332 24 1 1/2 m8 3 260-0624 26 3/4 x6 1 1/2 260-0824 26 1 x6 1 3/4 260-0832 26 1 a4 2 260-1020 26 1 1/4 s7 2 1/2 260-1232 26 1 1/2 m8 3 280-0624 28 3/4 a6 1 1/2 280-0824 28 1 x6 1 3/4 280-0832 23 I s8 2 ,

240-1028 28 1 1/4 x7 2 1/4 280-1232 28 1 1/2 x4 2 3/4 i 280-1240 28 1 1/2 alo 3 300-0624 30 3/4 x6 1 1/2 300-0824 30 I x6 1 3/4 300-0832 30 1 m8 2 300-1028 30 1 1/4 x7 2 1/4 300-1232 30 1 1/2 x4 2 3/4 300-1240 30 1 1/2 x10 3 320-0624 32 3/4 m6 1 1/2 320-0824 32 1 a6 1 3/4 320-0832 52 1 m8 2

, 320-1028 32 1 1/4 x7 2 1/4 320-1232 32 1.1/2 a4 23/4 320-1240 32 1 1/2 x10 3 340-0624 34 3/4 x6 1 1/2

. 340-0024 34 1 x6 1 3/4 340-0832 34 1 u8 2 340-102' 34 1 1/4 x7 2 1/4 340-1.532 34 1 1/2 m8 2 3/4 340-1240 34 1 1/3 m LO_ _ __ 3 NOTES:

1) Thickness, t, may very A 1/16.

Width, W, may vary A 1/6

m. -~ ~

g g; TYPICAL INSPECTION DRAtt1.%G CARBON STIEL PIPE CLA.':P This drawin8 is for insngetion.pyr sses oniv. GRAAWdG NO. RE v. isni J

, PDC /PTC 0 1 of c to .

n _

Attachment 6.17 OI-058 ,

CATAlac CODE NOM PIPE guf 301 T w

(PDC er FTC) grzt (IN) (see Note 1) 3(IN) 1/16 340-0624 36 3/4 a6 1 1/2 360-0824 36 1 a6 1 3/4 360-0832 36 1 m8 2 360-1023 36 1 1/4 m7 2 1/4 360-1232 36 1 1/2 m8 2 1/2 360-1240 36 1 1/2 slo 2 3/4 360-1243 36 1 1/2 a12 3 380-0624 33 3/4 a6 l'1/2 340-0825 33 1 x6 1 3/4 380-0832 38 I E8 2 340-1028 33 1 1/4 a7 2 1/4 340-1232 34 1 1/2 m8 2 1/2 '

340-1240 34 1 1/2 alo 2 3/4 330-1248 33 1 1/2 m12 3 400-0624 40 3/4 x6 1 1/2 400-0824 40 1 x6 1 3/4 400-0432 40 1 x8 2 400-1028 40 1 1/4 m7 2 1/4 ano.1232 40 1 1/2 x4 2 1/2

• 400-1240 40 1 1/2 slo 2 3/4 400-1248 40 1 1/2 m12 3 420-0824 42 1 x4 1 3/4 420-0832 42 1 8 8 2 420-1028 42 1 1/4 x7 2 1/4 ,

420-1232 42 1 1/2 x4 2 1/2 2 3/4 t

! 420-1240 42 11/2 x10 l 420-1248 42 1 1/2 g12 3 440.og24 44 1 a6 1 3/4 440-0832 44 1 E8 2 l 440-1028 44 1 1/4 x7 2 1/4 440 1232 44 1 1/2 x3 2 1/2 440-1240 44 1 1/2 x10 2 3/4 440-1243 44 1 1/2 m12 3 e ..

NOTES: .,

- L) Thickness, t, may vary 1 1/16.

Width, W, may vary 1 1/4, TIT'.C TYFICAL INSPECTION DRAWING canntw evrei stor et two This drawing is for inspection nuraeses only "AAWWG No.

PDC /PTC o ,4

\tx . .. ..

I

ga ,

~~

Attachment 6.17 l Y QI-058 Rev. 2 f

O ri  % A [ ;T g % 1 [ wATeniat.,

&  : A- 7 CR.s Tw .

Q .

OR T-4t  ; yl ?-+

i T-

+ 1 t i

!+

l~-

i C-C -

C-C

( STOCK SIZE W = 6"LbSS ( STOCK ) SIZE W = 8",0VER ) .

PRS ,

TRICENESS WIIFTE SOLT yg,pgyg CATALOC CODE SIZE (IN)

T(IN) A 1/16 U(IN) I 1/48 3(IM) A*1/16 PR5-0M-0208 3/4 1/4 2 3/8 ,

PR$-006-0312 3/4 3/8 3 1/2 PRS-006-0316 3/4 3/8 4 1/2 3/8 O PR$-010-0208 PRS-010-0312 PRS-010-0316 .

1 1

1 1/4 3/8 3/8 2

4 3 1/2 1/2 PR5-012-02mB 1 1/4 1/4 2 3/s l

PR5-e12-0312 1 1/4 . 3/8 3 1/2 7R5-012-0316 1 1/4 3/8 4 1/2 PR5-012-0424 1 1/4 1/2 6 3/4 PRS-015-0208 1 1/2 1/4 2 3/4 PR5-015-0312 1 1/2 3/8 3 1/2 PR5-015-0316 1 1/2 3/8 4 1/2 PR5-015-0424 1 1/2 1/2 6 3/4 PR5-020-0208 2 1/4 2 3/8

, Pts-020-0312 2 3/8 3 1/2 PR$-020-0316 2 3/8 4 1/2 PAS-020-0424 2 1/2 6 3/4 PAS-025-0208 2 1/2 1/4 2' 3/8 PR5-025-0312 2 1/2 3/8 3 1/2 PAS-025-0516 21/2 S/8 4 3/4 Pts-025-0524 2 1/2 S/S 6 3/4 NOTES .

• l.) Width (.inension to be checked at clamp end.

O .

TIT 6.E. ITRICAL Ill5PECTION DRAWING 4

~ ~

~~N'IDARD RISER CLAMP .

l , _ This drawing is for taspection Purposes,only yr , , , _ AEv. SMT l PRS 0 1 of 3

l1.

- . . . . . . Attachment 6.17 , ,

. . - . - .. - . - . .... ..-- .. O!-058 ,

Rav. 2 TRIGorE55 WIUTW 501.7

,,, pgyg CATALOC CODE SItt (IM) T(INN 1/16 W(3)1.1/4* B(IN)1.1/16 PR$-030-0203 3 1/4 2 3/4 PRE-030-0312 3 3/6 3 1/2 PR$-030-0516 3 5/8 4 3/4 i Pas-030-0526 3 5/8 6 3/4 1/4 3/8

~

Pus-035-0208 3 .1/2 2 PR5-035-0312 3 1/2 3/8 3 1/2 FRS-035-0516 3 1/2 5/4 4 3/4 PR5-035-0526 3 1/2 5/8 6 1 Pas-040-0204 4 1/4 2 3/8 ,

3/8 PRS-040-0312 4 3 1/2 Pas-040-0516 4 5/4 4 3/4 PR$-040-0624 4 3/4 6 1 Pas-050-0208 5 1/4 2 3/8 PRS-050 0312 5 3/8 3 1/2 Pas-050-0516 3 5/8 4 3/4 Pas-050-0624 5 3/4 ,

6 1

, P15-060-0204 6 1/4 2 1/2 .

l PR5-060-0312 6 3/8 3 5/8 Pas-060-0516 6 5/8 4 3/4 l Pts-060-0824 6 1 6 1 I Pts-080-0416 3 1/2 4 1/2 PR$-000-0624 6 3/4 6 1

• PR5-080-0824 3 1 6 1 1/4' Pts-080-0832 8 1 4 1 1/4 1 1/4 O PRS-040-1032 Pts-100-0416 Pts-100-0824 8

to 10 1/2 1

4 4

6 1 1/2 1/2 1

Pts-100-0832 10 1 8 11/4 PRS-100-1032 10 1 1/4 8 1 1/2 Pas-120-0516 12 5/8 4 3/4 P15-120-0824 12 1 6 1 PRS-120-0332 12 1 8 11/4-Pts-120-1032 12 1 1/4 8 1 1/2 ,

FRS*120-1232 12 1 1/2 8 1 1/2 Pas-140-0616 14 3/4 4 3/4 FRS-140-0824 14 1 6 1 PRS-140-1024 to 1 1/4 6 1 1/4 Pts-140-1032 14 1 1/4 4 1 1/2 PRS-140-1232 14 1 1/2 8 1 3/4 -

Pts-160.-0824 16 1 6 1 P15-180-0832 16 1 4 1 1/4 PRS-160-1032 16 1 1/4 8 1 1/2

• SEE !XFTE 1 -

O TYPICAL USPECTION DRAWD0 .

j STANDARD RISEE CLAMP MeeG 190. Pt3;c,- -

c .'. gEV. ' pH T.3 This drawina is for inssection senoses oniv. "

of

. .. Y ~-

~~'

. . . . . - . .. 13 ..- i -

-.---..---...-.---.,----,_..-,,..O

Attachment 6.17 1 . . . . . -. . . .

I .. . OI-058

, , Rev. 2 O

_ . ,,,, - 5. -. ..,

CATALOC CDDE SIZE (Tw) T(IN) 1 1/16 U(TW) 1 1/4e 8(IM) 1/16 PRS-160-1232 16 1 1/2 8 1 1/2 PRS-160-12&O 16 1 1/2 10 1 3/4 PR5-180-0824 18 1 6 1 PR5-180-1032 18 1 1/4 8 1 1/4 PR5-180-1232 18 1 1/2 8 1 1/2 PRE >-180-1240 18 1 1/2 10 1 3/4 PRS-200-0324 20 1 6 1

. Pl!5-200-1032 20 1 1/4 8 1 1/4 i PR5-200-1240 20 1 1/2 10 1 3/4

1. 4 7R3-241640 20 2 10 2 ePR5-220-0824 22 1 6 1 PRS-220-1024 22 1 1/4 6 1 1/4 PRS-220-1240 22 1 1/2 10 1 3/4 PR$-220-1640 22 2 10 2 1/4 PRS-240-0824 24 1 6 1 P15-240-1032 24 1 1/4 4 1 1/4 PR5-240-1240 24 1 1/2 10 1 3/4 PRS-240-1648 24 2 12 2 1/4 1

O

~

• SEE NOTE 1 j

S . ::- NE Tyy1011. DSPECY$58 DRAWING :

-- - ' ** ~

__ _ sunnaan az_Sta clat ; . . 1 REY.

This drawina. is for g ection P.;a h selv< CA Aw a#G M O.

93S **

a {MIoN I

E W

' g Attachment 6.17 J

'01-058 -r Rev. 2 O

MATERIAL :

' sA- 36 I

.-g_.

l t< i

_ri i >J TEIGNESS U1DrE BON. PIPE CAT 4100 C00s $11E (TN) T(IN) 1 1/16 U(3) 1 1/4 Psc-Oo6 1/2 1/4 1 1/4 Psi-006 3/4 1/4 1 1/4

'PSC-010 1 1/4 1 1/4 PSC-012 1 1/4 3/4 2 1 1/2 3/s 2 Psc-015 2 3/4 2 PSC-020 9

.~

.tEEUli.' -

1 O

,,P im ..P-T,. _

- BOLTED U-CUIDE WINTe NO. AE V. SMI This drawing is for inspection purposes onlya - --

- PSC -- -0 'I of 1 ,

1. Fttachinent Fi?

~

01-058 f

Rev. 2

. .. ~. .. .-

O MATERIAL :

so-36 j

+._._,

l a p 8

1 T- H .

CATAEAG NON. FIFE sca) ,- tis mon sur (w) T(no ,- 1/ts  ;

FUG-006 1/2 1/4 1 1/4 .

i FUG-006 3/4 1/4 1 1/4 }

PUG-010 1 1/4 1 1/4 1 1/4 3/3 2 g PUG-012 -

1 1/2 3/8 2 FUG-013 2 3/8 2 -

FUG-020

. i k

L i

I- '

NOTES :

l

' V nn.c: micas asFscTram naauG r- r - - M 9-GUIDE

, 1 ji AEV. $M T' DRAtwwG#90.

l This deswtag is for taspecties purposes (ly. ^

FOG 0 1 ef,1

=.

- 'm -

.. ~a ,

1 . n . . . . . .

i.- .- . : --_.-____:-'~~~*_____~_.3____ - . . . . - . _ _ . . . . - , . _ _ _ , _ _ . _ _ , . _ . _ _ , . _ _ _ , , , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ , _

Attachment 6.17 01-058 Rev. 2 MATERIAL :

! ROD ASME SA-36 NVIS ASTM A;563 CRADE A or A-307' l

(*", Note 1) ,

. _ 4 -.

K 4] -

gC: 3 .

C. ,

u E

R- -

PUS CATALOG CODE NOM. FIFE SIZE (IN)

R(IN)I1/16 1/2 1/4 FUS-004 1/'

FUS-006 3/4 .

1 1/'

FUS-010 3/8 lk O FUS-012 FUS-015 FUS-020 14 2

3/8 3/8 2g 1/2 FUS-025 1/2 FUS-030 3 3g 1/2 FUS-035 1/2 4

FUS-040 1/2 FUS-050 5 6 5/8 FUS-060 5/8 FUS-080 3 10 3/'

FUS-100 7/8 FUS-120 12 14 7/8 FUS-140 7/8 FUS-150 16 1

FUS-180 18 1

FUS-200 20 1

PUS-240 24

~

30 I

P05-300 ik FUS-360 36 NOTES.:_, ,

__ . %d

1) FIN or IliN may be used in place of Q he nuts that are supplied with FUS.

'" J- .s. *-

O ,17

~

, TITI.E: TrFICAL INSFECTION DRAWING HEA) 1 3t'~ 4TANDARD U-BOLT , ,

~

YN NO.

This drawing is foretas*e -ion nurnoses et'$ FUS' 1 e

Attachment 6.17 QI-058 Rev. 2

\

MATERIAL i ROD ASME SA-36 -

NUTS ASIM Ag63 CRADE A or A-307 l (see Note 1)

.-_ + __. -.

f) c?]

. C t ?)

3 u a R -= -

1:

8 WOM. PIPE SIZE (IN) R(IN) I 1/16 CATA1DC CODE 70E-004 1/2 3/8 FUE-006 3/4 3/8 O 70E-010 FUE-012 1

1 1/4 1 1/2 5/8 5/8 5/8 i

PUE-015 PUE-020 2 5/8 I l

PUE-025 2 1/2 3/4  !

70E-030 3 3/4 PUE-035 3 1/2 3/4 708-040 4 7/8 PUE-050. 5 7/8 PUE-060 6 7/8 i 705-080 8 7/8 l 7U5-100 10 1 i

FUE-120 12 1 l

7UE-140 14 1 FUE-160 - 16 1

~

~

NOTES - - - - ---

1) FIN or FMN may be used in place of tha' nuts that are supplied vi_th PUR.

'% /,I

~

• j, /B l'ITjJ. TYF,1 CAL. IN5t.ECTION DRAWINO

'{ MEAAS SUTY V-30tJ l This draviivs te for inspection % esus # 1 . W " 8 " , m yry c.. y ! 3] l 1

~* .

Attachment 6.17 . Q")

. QI-058 Rev. 2

- 'l :- ? _w.1 ._ -- - _ , _ . _ ,_ _ ,. f i

I

. 8 h

MATERIAL e canaos um ,

g 'i o l rrlTyl'i r rrrn u 'I'rtTrrtTI'rl'I'ITil .

t a

8 cAfazac case 300 sur .

(aAr) R (IN) A 1/16 )

02 1/4 O 03 3/8 U2 05 5/8 .'

06 3/4 .j' L

07 7/8 l oe 1 oe 1 us i

1 M4 I 10 11 1 3/8 .

[

. u 1 U2 I

.; t

I O

TiftQ

• ft?tcaL tustscrics naawns

, . aLL-tastan nos-

y-2 .

- [pj cattv-muwm to.__ _ __ _ _

_ _ _ +_i j

< Pagh 6

8 Attachment 6.17 '"

QI-058

, Rev. 2

-a  %, *

^

- -- -. . -, a ... _

MATERfAL al G*

EEI ASTM A-307 Cesde &

"D, ,

toWD ASTM A-319 er Asm SA-36 O .

• h* CATAIAC CDDE B00 SIZE .

(RCF) 1 (EN) 1 1/16 I RCP ~

03 3/s 04 1/2 -

s/s 05 O ,

06 H

09 3/4 1

1 1/8 10 1 1/4 12 1 1/2 *

, 14 1 3/A ,

16 2

• 18* 2 1/4 .

20* 2 1/2 -

' 22* 2 3/4 i 24* 3 i

' ' 268 3 1/4 28e 3 1/2 30* 3 3/4 ,

Me 4 34* 4 1/4 36* 4 1/2 i 34* 4 3/4' t-Ace S

• See Este 1 E:

• 1 ) AcP sizes is shru 40 are M shaped.

11. ,

, , . ,; . Id. t j

I

. t . ") s an, ' ~*

TITLE

• TYFICAL W513cTIou DeaWInc ~

ROD CDUPLfuti i A -

T 5 1 5 Ot.a d h % [$ IMPIMI 12 WLY. as I  !.

- . .~.. ~ _

Attachment 6.17 01-058 Rev. 2 t

1 MATERIAL i -

As1M 4464 CLASS C g ,

(ii3 ElJl s

9

=

1

~!

L 8 -

l i

, CATAIAC CDat 300 SIEE

, (tal) t_(TN) f 1/16 i

~

03 3/8 04 1/2 f OS 5/s ..

06 3/4 [

07 7/8  :

1

• OS 09 1 1/8 l j

10 1 1/4 12 1 1/2 r

. . 14 1 3/4 g M 2 ,

18 2 1/4 6 I

20 2 1/2 l L

o t i

r 8

, g: I

~

O .

DMNeeG NQ.

ifELDt.Eff ITT Mtf? ~

fif.V. SM T.

TEIS DRAWDIC 15 FOR INS?tCT!cel PRPosts tarty .

.y EDI- 3 0 1 ed 1

n . =

.if - - q.  ;- ,

.=v WET.iM ::aress. * .h Asmars*- - -a- ~

.r - *2_ * , .

m -

--g --- ~.

.+

d J'. . .l

.,.s.

2g, V y ~ [h $ ~ ~I "

. ; . .).'q s ~. .

: n -"

s -, ~~1' . - ,

. - - . . . . . . . _ E ... - - - - . . . . .. $

Attachment 6.17 QI-058 O Rev. 2 MATERIAL :

I

- an sa-a

- -R catalac caos noo s.zz (RET or trT) 1 (3) t 1/16 03 3/8 04 1/2 OS 5/s

06 3/4 E 07 7/s OS 1 09 1 1/8 E 1 1/2 14 1 3/4 16 2 18 2 1/4 20 2 1/2 22 2 3/4 24 3 26 3 1/4 2s 3 1/2 30 3 3/4 32 4 34 4 1/4 36 4 1/2 38 4 3/4 40 5 E8 u :T-ne nazano ==

trr - NLL 1sBEAD E BIS O , -

ng *. -- -

3 ~ -

. :MICAL INSPECTICII DasINC c ' tND/ FULL-THeZ4D RCD w ;, - - --- AEv. SeI TWis Destuc is ris.asttqst.eW 'P M. . - - - -US turtt. ,. art /nFT o 1 di m _

Attachment 6.17 g 01-058 Rev. 2 MATERIAt. :

ASTM A-644 Class F R i.

a . . _

f RFE CarALOC CDDE ED StII (RFE) R (13) 2 1/16 .

06 1/2 05 5/8 06 3/4 08 1 .

10 1 1/4 12 1 1/2 16 ,

1 3/4 16 2 18 2 L/4 20 21/2 NQ115 i h .33

" 1; rincas. tusermos osAvtxe )

.c . ,,,. merp.sys m, ms saame is =es turemorteentes est.n * * --ar r,~ "E' 1 )1

.- - ~n a, .. _ __ _ - _ w_.

Attachment 6.17 Cd QI-058 Rev. 2

]

MATBilAL i Asnt sA - M R [.1'. b c -

RPE .

CATAL0c COct 300 SIZE (171) g tW) T t/16 .

22 2 3/4 26 3 l

26 3 1/4 28 3 1/2 30 3 3/4 32 4 34 4 1/4

% 4 1/2 33 4 3/4 to 5 M

G, __

• • TYPICAL DSPECTidit DRAdTIC 4, A "" 1" "' ^4.IIL- -

-- - -~

f ' KJW;4mG t40. AEv. SnT 4I y,9 TMIS DRAWitt .". IS FOR INSPECTION 'URPQ (EfLT. B SPE g g op 1

Attachtnent 6.17 F QI-058 Rev. 2 O

R H MATERIAL .

1 CLEVIS ASTM A*648 Class C

' . . FIN ASME SA.34 r  !

5 i .

4 __,_

.l.

3-l CATALOC C00t 80D SIZE RSC (ase) a (tu) ! 1/16 .

03 3/8 04 1/2 05 5/8 06 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 2 1/2 22 2 3/4 24 3 26 3 1/4 28 3 1/2 30 3 3/4

32 4 Q.

O TAK; TYFICALr INSFECTICIf DLWINC FORG.D STEEL Ct.EV15

1. C'ING PsCL'.'  ;- - AEv. in f TMIS DRAWINS;Is FOR INSRECTIcet FURPosts orttY. RS C MyM

- g,

Attachment 6.17 QI-058 O Rev. 2

--t P R MATERI AL -

AST!! A-6ed Cla.s C

?

1; p

6 'J Q

o a ihi .

I

~

i O

CATALOC CODE R00 $121 (RTB) R (IN) t 1/16 i

03 3/8

' 04 1/2 05 S/8 os 3/4 07 7/8 l ' 06 1 l

09 1 1/8 l

to 1 1/4 ..

12 1 1/2 14 1 3/4 16 2 '

18 2 1/a

- 20 *2 1/2 NOTES :

O ,

TIT 6 E .

. . TUICg[VSPECTION DLMINC .

. ..I$ T M UCKLE .

'Smi

~ h', I Fs-

~

• .,% c GAA.*.'i% No. A Ev.

T11ts .or.Vf tMC 15 'F9talNS?tCTEQN PRPOS** 'Y'LY, 0 1 cf 1 f _ _ _

'-"'"-+w--m.-- __ _ , _ _ , _ _ _

h

y

- S ___

Attachment 6.17 f

QI-058 f Rev. 2 i MATERI AL :

ans sk.se R

l g

- \

A- ,

! [ '

aos stas '

caratac caos (ms) _

a (m) ! t/16 o

' 03 3/s t

- 04 1/2 .

(

05 S/s * !

i L 06 3/4 '

I of 118 i 1 t.

H ..

op 1 1/s 4

l 10 1 1/4 .

I 1 u 1 U2 .

• 14 ,

1 3/4 6 u a un i a

f so a us t L

1

' t e g6

.* ) f 3

l

. . j l.

G TTFICAL INSPEK!!GI DRAWDBC 1

... - ann m --- --

l

^ = #"'

m 8'EV' P'I i 0 1 et 1  ;

1sts naartsc ts vna tatscrtos retrosas art.Y

. .,,1

_.,_+%.-~ -__

y

,f, Attachment 6.17 01-058 7 4 Rev. 2

' l MATERIAL - )

8 Asnt sA-se

+ W t .

e mN . T I i i I vara i Tatexutss scLE stantTra -

cATAtoc c0o8 (arp) U (IN) 1 1/4" T (IN)

• I (IN) **

+

3 1/4 7/16 k 03 9/16 3 1/4 j 0 04 05 06 3

4 4

3/8 3/s 1/2 N/A v/A 13/16 07 1 1/16 2 08 4 1/2 4 1/2 1 1/4 {

Os N/A s 5 1/2 10 1 5/8 -

12 5 3/4 5 3/4 1 7/8 -

14 2 1/8 16 3/4 }

3/4 2 3/8 18 2 3/4

~ 3/4 g}

20 3 22 6 3/4 6 3/4 3 1/4 f 24 26 6 3/4 3 1/2 3 3/4 g

28 7 3/4 3/4 4 30 7 W y .. .

w <.<e,,*.\vq

/ ,* See W..te 1 C ** see Note 2 and 3

. NOTESi '

s. ~

/i> 51/32"for..se03-09:

etsee 10-30. 1 1/16" ) for '.

2) T 1/32" for eines 03-08;11/16"forI

a u se Os-30.  ;

f 3) When hele diameter is set specified, ##

it need set be shocked. g

'w V Y v .* m IITLE. TYFICAL 13sFECT!0W DaAVINC WAstat PLAft atv. snr  ;

I meio so.

- awt t- 1 ev i n ts DaAwtsc ts roa tastecTtou retrosts anbr. ~

l

"(SSt .rT

~ ~ ~ '

~

i

! t

Attachment 6.17 QI-058 Rev. 2 O

a MS ," - -,

i SMA TYPE PC

,,# E I J' t W g SJ , _ , '

(SEE NOTES #62 )

e,

,, SEE DETAIL I

"" SMA TYPE BA 8  : :

- uJ -

(SEE NOTE I)

M _. m

= SMA TYPE RO

, g, L. _

(SEE NOTE I)

SEE DETAIL I M

wi

__ s a

~

v - SMA TYPE SO g.J -

CATALOG CODE 5(In.) ! t/16 -

Af.g,4*

Eex4f,'.

M- 1/4 3/8

=: '; in ve i I  ! l' I

SMA - 3 3/4 I U I I II l II j LI 'l,l i llil I I I I i

sxA -

sMA -

10 35 1h 1

f/h - r/fM' i e _, l suA - 100 2g-3 ,

e2s" otam PzN on snoCm aRzsToR ce 3 otAxEm on Tsustuon rzT an.

DETAIL I ummmmmmmmmmmmes l

I . .. (FOR DIMENSIONS SEE

! SHEET 2cf 3.)

NOTES,.

1) TOR RZAR'lRACKETS, SEE BRE-IRd

2) TOR FIFE CI. AMP 5. SEE SEN-5FC.*

3) $NU15ERS MAT BE INSTALLED 180 (and to end) TROM m ConTIGURATION SHOWN ON THE DESIGN DRAWING O n

• 5 m II 9.2 ,Typ,1cakInspectionDrawing L 4 .' . . . _. Adjustable Length Snubber Was NC.

REv. Sni Th's EWg is ter-insoection purseses Owly. ,g ,; ef.

Attachtnent 6.17 QI-058 Rev. 2 SOCKET TTPE COUPLING SOLID TT?E COUPLING Z(IN)!1/8 C(IN)II/8 Z(IN)t1/8 C(IN)!1/8

_CATALOC CODE 1 1 1/4 1 1/4 13/16 sMA-1/4,1/2 1 1/4 1 1/2 1 1/2 1 1/16 SMA-1 1 3/4 1 3/4 1 5/16 SHA-3 1 1/2 .

2 2 3/8 2 5/16 1 13/16 SMA-10 3 7/8 3 11/16 3 1/16 SMA-35 31/4 4 3/4 5 1/2 5 7/16 4 9/16 5MA-100

-J I.) TRANSITION a.

KIT TIT-UF SMALL CONTORM To a) THROUG'd c).

O of 1/16" prior to welding.

Solid rype couplings on snubber transition kits shall be welded in place b.

while saistaining a tolerance of approximately 1/16" variation from the pipe centerline.

c. Couplings (solid /swket) aust be square relative to the extensico pipe.

5) I:t THOSE CASE 5 WHERE TME MOUM'DC FIATE IS TURNISNC A5 A ATTACEMENI BY hTLDING TO THE EXTENSION FIFE,11tE MINIMLM bTLD SIZE tII'L BE EQUAL TO THE WALL TRICENE55 0F TRE FIPE.

6)

REFER TO TIE TABLE BELOW FOR TEE FOLLOWDC INSFECTION ATTRIBUTES (as

a. Weld size for solid and couplias auc.

b. Transition '.ie minimum thread engagement.  !

c. Transities kit piphs sise,

d. Torque requirements for transition kit souncing bolts, and .

e. Torque requizements for the eye rod jam out.

(see next page)

O .-- . . . . . . ._ . . _ . .

30 I: s - :.

T!Ik b ' ' P *? T=== action. Drawing Adjustable Length Sausber!

EAGUMNG NC, --

_ (pAdy $mi

' ThisErmus is for inspection 7:rr7oses onW.* , i 2

Attachment 6.17 01-058 Rev. 2 O $NUllER SIZE 1/2 3 10 35 100

_1/4 3/16" 1

3/16" 3/16" 1/4" 3/8" 5/8" a) WEI.D SIzt, SOLID CFLc. 3/16" b) TRANS. EIT MIN. TKKEAD 3/16" 3/16" 5/16" 5/16" 9/16" N/A N/A UCACEMI3T 1" 1" 1h" 14" 2" 4" 6" c) TRANS. EIT FIFE SIZE AND 40 40 40 40 80 80 120 MIN. SCEDULE d) MIN TORQUE FOR TRANS. RIT 22 45 120 440 N/A N/A 22 MOUNTDC 30LTS (in/lbs) e) MIN. TORQUE FOR EYE ROD 40 40 80 100 150 220 40 JAN NUT (ft-lbs.)

7) 70 CHICE RELATIVE ANGLE ADJUSTMENT, PERTORM TE TOLLOWING:

2. SNUBSER SIZE 5 35 and 100:

1. SNURIER SIZE 5 1/4 TERU 10: sa) Remove indicator tube mounting as) Attachments removed from screws and extend snubber suffici-snubber. setly to expose the telescoping bb) Snubber in vertical position, setting on snubber housing. tube.

cc) Remove retaining ring. bb) Rastrain telescoping tube and loosen lett hand threaded ring nut.

dd) Turn and cap by hand (not ec) End cap rotated to desired position more than 360 degrees).

ee) Replace retaining ring. (not more than one complete turn from bottooed out position).

ff) Tully stroke snubber to dd) Recorque ring nut to 150 + 20 ft.

determine that the lbs.

~

repositioning has not O damaged internals. ee) Indicator tube and sounting screws replaced.

8) IN ORDER TO VERITT TEE ACCEPTABILITT OF TE STRAIGHTNESS 07 T TRANSITION RIT TURE TO SNVSBER CONNECTION, THE TOLLOWING INSFECTION CAN BE l FERT0RHED.

1. SCREV TRE TRANSITION FIT INTO A MATING TAFFED HOLE (A SNUBB IT NECE55AR $ .

2. WITh TE THREADS A1NOST TULLT INSERTED, ROTATE TE TRANSITION KIT ONE TULL TURN AND MEA 5'JRE TIE RADIAL ECCENTRICITT AT A POINT TOUR T OT THE. SNUBBER KT.

TEE TOTAL ECCUTRICITY SHOULD NOT EXCEED 3/8" (i.e.

a variation of -3/16" from the centerline).

1 AN ECCENTRICITT LESS TRAN OR EQUAL TO 3/8" VILL CORRESTOND UNIT WITED THE SECTION III AFFDDIE K TOLERANCE FOR DEVIATION TR

."'A1CETNE55.

IT IS NOT NECISSART TOR TIE SHOULDER ON THE TRREADED END OT THE TT,ANSITION K -

DRAW UP TLU5E TO THE 5NUllER; TRERETORE, IT IS NOT NECESSARY TO CHECK ITS ALIQtMENT WITE TIE TEREADE.

NOTES:

O 9.3! TITLE: TypEtal* 2hspection{ Draying 97 . .

ADJusTABLgr LtNGTH ssueste Cuv.NG MC. R Ev. $n T.

I 3 cf 3 This drawins is for insnection ourseses_ oniv.

Attachment 6.17 Q1-058 Rev. 2 g -

SMF TYPE PC

,,, g 8j LSCE NOTES 14 2) j IN _

r Y SMF TYPE BA '

9

• _T -

(Sec NOTE o B -

Y

' - SMF TYPE RC S '

-W -

l (SEE NOTE 11 g-!

w SMF TYPE 50 C#7 ,gg ,,3 gg

~O 8s -Q FOWARD SRACKET SMF-1/4 SMF-1/2 3/8 3/8 SMF-1 1/2 SMF-3 3/4 A  ;* SMF-10 1 l

• THIS DETAIL APPLIES ONLT TO 4 SMF-35 1 SMT SIZES 35 AND 100. FOR MF-100 **2S"-3 INFORMATION SEE NOTE 4  :

U

,0 E';

(Sheet 2 of 3).  % E.f

& ~ **2's" on shock arrestor and:

W ",l'l

~

3" on forward bra:ket end.

Yl lLu , ..

56%

/

NOTES: F N t.) FOR REAR sRAcEtTS Ses sRn-xas Fi 7 2.) FOR FIPE CLAMPS SEE BRM-SPC '

3.) SNU35:RS MAY BE INSTALLED 150 (end to end) FROM THE CONFIGURATION SHOWN Oh THE DESIGN ORAWINC.

O ftTLE; Twpical Inspection Drawing

• Tined-Length Snubber l This drawing to for inspection purposes oniv. DWING. - ~

SMT p SNT

IV*li:r)

.. _ . . . . a

i l

. . . . . 6 Attachment 6.17 QI-058 Rev. 2 4.) i ffwi e (IN) gggg NAX(E/16) MAX. T1.1 * * (IM)

MIN (11 /16) EN . 21 13/16 1 1/RT 1/16 35 4 1/6 22 b/16 3 1/8 7 3/s 31 7/16 5 3/4 29 11/16 1 5/St 1/16 100

..REQUIRD TumEAD WC& CEMENT FOR FORWARD BRAcuT.

i M, MIN F F1 y2 SMn SIZES (IN) (IM) (IN) (IM) i 2 7/8 3/8 3/8 3/16 35,351,35EL 3 1/2 3/8 3/8 0 3 5/8 13/16 issi 7/8 S/16 100,100L,100EL 4 1/2 3/4 3/4 0 3.) Di TuoSE CASES Wugas TM FotWARD BRAGET IS MDDIFIED TO OSTAIN TME F90FER C-C DDelSION, TBE WELD SIZE AlfD LDCTE FOR AITACRINC M LUG TO TEE PLATE F0s SNU3sta SIZES 1/4 THROUGE 10 IS SEQUM SElaW. WEEN T E IFJWTING FLATES D11 TORT AS TEE RESULT OF TEIS WELDINC TEET MAY BE MTDSADLICALLY STRAIGNTUED

=

IN A JIC (without heattag) TO ESTORE TMEM 70 MIR FLAT SEAEING CONDITZ00f.

• IN ADDITION, THE QCI WILL TEEIFT THAT THE LUC, WMN Ctff, MEETS TME DIMENSIONAL REQUIRDtENTS BELOW. MINIMUM TMBEAD DGACEMENTS AND TORQUE EQUIREMDrfs FOR O FDEWARD BRACRITS AAE ALSO CIVEN BELOW:

SNUBBEA $12E 3 10 1/4 1/2 1 3/16" 3/16" 3/16" 1/4" 5/16" WELD SIZE E 1 E 1 1 1

' LOCTu 3/4" 3/4" all around all around all around FOawaaD gg,, g gjg. g gfg. 1 5/4" 2" 2 5/s" anACEEE D a nSIONAL a 7/16" s 7/16" 9 13/16" Li 13/16" 14 1/16" mAE ar m ta m _.

3/16" 3/16" 5/16" 5/16" 9/16" NDE. TEREAD WC:

22 45 120 640

. MDI ToaquE (ta/lbe): 22

.- *To be measured free the end of the Plate to the soster of the eyered.

O TITLE; TyFi cal lasFecties Drawing l Fixed Length, sembber

, M . m in ,.c i.e,.- - ..[ e.1,. m a= - _ ..

S- ,%

l

.. _. . 7'

, 7

. - - - - - - - - -- Attachment 6.17 QI-058 Rev. 2 6.) IN THOSE CASES WERE ATTAQlHENT SOLT5 BETVttW FORWAAD BRACKET ASSEMBLY AND SNL'ESER A55DSLT AAZ SAFETY WIRED BY TME VENDOR. QCI SHALL VERIFT THE FOLLOWING CONDITIONS EXIST:

l a) SOLTS ARE TICHT.

b) LOCKWIRE IS NOT DAMACED. .

s) LOCKWIRE !$ CRDtFED. -

4 PRIOR TO DISTALLATION. IF ANY OF THE ABOVE CONDITIONS ARE UNSATISFACTORY.

THE 80LT5 SMALL BE RETORQUID AND THE NEW LOCKWIRE SMALL BE INSTALLED.

I I

i l

~

. l l

O *. K

• ~~ ' '

MC TYFICAL INSFECTION DRAVINC FIXED LENCTM SNUBBER

{ D -

- RE v. Sti f

• RAWhG NO.

This draying is for ,isspec, g purposes polye -

SMF o ) of 3 l

, . . _ . - . , _ . . _ . . ._a,-_m_____,__

Attachment 6.17 i

QI-058 Rev. 2 O see note (1)

M AT E RI A L *.

I I

O ' TLATI: CAA50N STEEL - ASM.I SA-36 Q.- BOLT: CAA305 STEEL -ASTM A-307 ; A-19:

cr.s-K-5 "

7 O

NUT: CAASON STEE*. -ASTM A-$13 Cr. A;

( ,",

i A-194 Gr.2H ALLOT STEIL -ASME SA-193 Cc.87 FIN:

l

(( l N S (see Note 2)

$,,)~

i SPC STOCK SIZE, $(IU) BOLT FIN '

g g , pgyg T A 1/6 x V T 1/4 D(IN) 1/16 B(IN)! 1/16 CATALOC CODE SIZE (IN) 1/4 x2,1/2 x2 3/4 3/8 SPC-06-006 3/4 3/4 1/2 -

!' 3/4 1/4 x2. 3/8 a2,1/2 x2 SFC-08-006 1/4 x2,3/4 x2 3/4 3/8 5FC-06-010 1

3/4 1/2 1 1/4 x2,3/8 X2,3/4 x2 3/8 O $FC-08-010 SPC-06-015 SFC-08-015 1h 1

3/8 x2 3/4 s2 3/4 3/4 3/4 1/2 3/8 2 3/4 x2 1/2 SPC-06-020 3/8 x2 3/4 SPC-08-020 2 3/'

2 1/2 x2,1 x 3 1 SPC-10-020 5/8 x4 14 1 2

SPC-14-020 NOTES *'

(1) For snubber applications only, the clamp may be trimmed to the values noted below:

3 10 35 100 Snubber Size. 4 ' h 1 Min Edge Dis.h" h" 3/4" 15/16" ik" 2" 4"

'2) When sultiple sizes are listed, any ,35 of them are acceptable. , , , _

pf..IYFICAL IN5FECTION DRN.!!NG

-.-j -- .- .. STRUT /$NUllER FI?E CLRt?

4(y, 5,.

C"4M NO.

This drawing is for inspection pu h . 54 -- Me y . 2 ,.

~

~ ' ' " ~ '~~

Attachment 6.17 QI-058 t

Rev, 2 STOCK SIZZ. 5(IM) Bot.T FIN NOM.FIPE SIZE (IN) (T*1/16aW*1/4) D(IN)!!/16 3(IN)*1/16 CATALOC CCDE 3/8 m2 3/4 3/8 SPC-06-025 2% 1/2 2% 3/8 m2 3/4 SPC48-025 1/2 x2, 1 a 3 1 3/4 2

SPC-10-025 5/8 se ik 1

$PC-14-025 24 3/8 3 3/8 x2 3/4 SPC-06-030 1/2 m2%. 3/8x2 3/4 1/2 3

SPC-08-030 1/2 32% 1 3/4 3

SPC-10-030 5/8 ze ik i 3

SPC-14-030 3 3/4 se . ' ~. Ik ik sPC-20-030 3/8 z2,.

3/4 3/8 4 3 sPC-06-040 1/2 s2%, 3/8 m2 3/4 1/2 4

SPC-08-040 4 5/8 z3 .

Ik 3/4

. SPC-10-040 5/8 a4 7, g 14 1 4

SPC-14-040 4 3/4 a6 ik ik sPC-20-040 ,

1/2 m2h 1 3/8 6

sPC-06-060 1/2 x2% 1 1/2 4

SPC-08-060 5/8 m3 1k 3/6 6

SPC-10-060 5/8 se 14 1 6

$PC-14-060 1 36 1h ik 6

sPC-20-060 1/2 z2% 1 3/8 '

8 SPC-06-080 5/8 z3,1/2x2 1/2 1 1/1 8

> SPC-08-000 5/8 a3 14 3/4 8

sPC-10-080 4 3/4 se lh 1 5?C-14-080 1 s6 1h ik 8

SPC-20-080 1h x8 24 1h 4

SPC 24-080 5/8 z3 14 3/8 SPC-06-100 10 5/8 m3 1k 1/2 SPC-08-100 10 10 3/4 x4,3/8 m3 ik 3/4 sPC-10-100 3/4 3 4,3/4 z6 1h 1 10 4

$PC-14-100 10 1 z6 1h ik SPC-20-100 24 15 sPC-24-100 10 ih x8 5/8 m3 14 3/8 sPC-06-120 12 5/8 m3 1k 1/2 12 SPC-08-120 12 3/4 se lh 3/4 sPC-10-120 3/4 ze 1 3/4 1 sPC-l'4-120 12 ik 12 1 zS 1h sPC-20-120 2% 1h 12 1% zS j SPC-24-120 2 3

$7C-36-120 12 1h x12 l

5/8 m3 14 3/8 SPC-06-140 14 l 5/8 m3 14 1/2 sPC-08-140 14 3/4 l

14 3/4 ze lh SPC-10-140 1 3/4 1 i

PC-14-140 14 3/4 se l

lO l

MD 11TcE; ~tryICAL INSPECTION DRAB *UG

/

• IE,J,I; 7 -- 1Tur/SW53E1 FIPE CIMF

>^3 pago, _ _ _

Rtv. Se,t

,_ g

Attachment 6.17 QI-058 Rev. 2 .

O sToCx sIzt, s(IN) DOLT FIN (Tt1/16xW:t/4) D(IM)*1/16 3(TN)t1/16 Car 4 toc coot NOM. FIPt SIz!(IN) ig 1 x8 1%

14 1%

SPC-20-1&O 14 1 38 2%

2 3 SPC-24-160 1h s12 SPC-36-140 14 14 3/8 16 5/8 m3 1/2 SPC-06-160 5/8 m3 14 SPC-08-160 16 lh 3/4 16 3/4 z4 1 37C-10-160 3/4 a6 1 3/4 16 th ik SPC-14-160 1 38 16 24 14 SPC-20-160 16 1h 38 2 3

$7C-24-160 1% a12 16 Ik 3/8 SPC-36-160 5/8 z3 18 ik 1/2 5?C-06-180 5/8 m3 18 14 J/4 SPC-08-180 la 3/4 ze 1 3/4 1

$7C-10-180 3/4 x6 Ig 38 1 3/4 SPC-14-180 la ik z7,1 1/4x8 24 . Ih SPC-20-180 18 th x8 3 SPC-24-140 2 zio,1 1/2x12 2

$7C-36-180 18 *1 3/8 20 3/4 x4 1/2 SPC-06-200 3/4 x4 1h SPC-08-200 20 1h 3/4 20 3/4 x6 2 1 .

$PC-10-200 1 a6 20 1 3/4 1k

' $7C-14-200 20 14 m7,1 1/4x8 1h SPC-20-200 1h at 24 20 3 SPC-24-200 20 2 x10,1 1/2x1' 2 3/8 SPC-36-200 3/4 se . Ih SPC-06-220 22 1h 1/2 22 3/4 x4 3/4 SPC-08-220 3/4 x6 1h 22 2 1 SPC-10-220 22 1 x6 1 3/4 1h SPC-14-220 22 1k x7,1 1/4x8 th SPC-20-220 1h 38 2h 22 3 SPC-24-220 22 2 a10,1 1/2x12 2 3/8

$7C-36-220 3/4 x4 1h 24 1h 1/2 SPC-06-240 3/4 a4 SPC-04-240 24 1h 3/4 24 3/4 36 1 SPC-10-240 2 24 1 x6 ik

$7C-18-240 14 a7,11/4x4 1 3/4 24 3 1h SPC-20-240 1h 38 24 3

' SPC-14-240 24, 2 x10,1 li2s12 2 3/8 SPC-36-240 3/4 x4 1h 26 ih 1/2

' SPC-06-260 3/4 se SPC-08-260 26 1 3/4 26 3/4 x6 ,1 .

SPC-10-260 1 36 2 26 l

SPC-14-266 t .

O h.37 ?_ 0_

m- _stairr/$msta PIPz Czm

.- y.

s P 7., . SPC 5j 3

~

'TEis desvins is for' inspection PunosesNpc - - -

- ww- - ~~ ----- -.-- - _-..

Attachment 6.17

- Q1-058 Rev. 2 O 1~

l SZoCK SIZZ, 5(IN)

,g , pyyg (T 1/16 : VA1/4) p(TN) 1/16 3(IN) 1/1 h CAIAI.0C CDDE SIZE (IN) 1h 38 2 ik 26 SPC-20-260 3 ig SPC-24-260 26 1h x10 2 12,1 1/2x12 2 3 26 SPC-36-260 3/4 a4 1h 3/8 28 SPC-06-280 3/4 x6 1h 1/2 28 SPC-08-280 1 x6 2 3/4 28 SPC-10-280 1 a6 2 1 28 SPC-14-280 1h z8 2 1k 28 SPC-20-280 1h

$PC-24-280 28 1h slo 3 2 a12,1 1/2x12 2 3 28 57C-36 .280 3/4 ze lg 3/8 SPC-06-300 30 3/4 36 1% 1/2 SPC-08-300 30 30 1 z6 2 3/4 SPC-10-300 1 x6 2 1 SPC-14-300 30' . Ik 1h x8 2 30 SPC-20-300 30 1h sl0 3 th SPC-24-300 2 z12,1 1/2x12 2 3 SPC-36-300 30 32 3/4 x4 1h 3/8 SPC-06-320 1/2 SPC-08-320 32 3/4 x6 1h 32 1 x6 2 3/4 -

SPC-10-320 1 x6 2 1 32 O SPC-14-320 SPC-20-320 SPC-24-320 32 32 1h x8 ih x10 2

3 1k 1h 2 s12,1 1/2x12 2 3 SPC-36-320 32 34 3/4 ze lh 3/8 SPC-06-340 14 1/2 57C-08-340 34 3/4 36 34 1 z6 2 3/4 SPC-10-340 1 z6 2 1 SPC-14-340 34 1' x8 2 ik SPC-20-340 34 1h alo 3 1h SPC-24-340 34 34 2 zi2,1 1/2x12 2 3 SPC-36-340 3/8 SPC-06-360 36 3/4 x4 1h 3/4 x6 1h 1/2 SPC-08-360 36 36 1 u6 2 3/4 SPC-10-360 2 1 36 1 z6 SPC-14-360 2 Ig SPC-20-360 36 th 38 3 Ig 36 1 x10 SPC-24-360 2 s12,1 1/2x12 2 3 SPC-36-360 36 t

O -

? .a.

T.Sf.; ' TTi1Cd.1352LCTION DFX4ING 2 , 4. ; :.. ;;.:4 s. PA y 19 .. q)5WU13EK PIPE hvP cruth. . - 6 R EV. sn SPC

- h th,'nnnmaden nrrirODO ep , - ___

2 4 o,

l l

Attachment 6.17 - -._ .s i Gl-058 l Rev. 2 M ATE RI AL

• C TO C *su wp.1.

FLars Amat sa-36 acLT ASTM b-307 m A A n [T vvT ASTM A-543 GaADE &

1 '

6-

"N ru Aas SA-1s3 saant 37

--*~

\s

+-jf *-+ -

y -+H --f 9-& -J w  ;

~

j uToca sus w.e* wi ,

tsvoca sat w.s'i.sssi '

var soLT rn son. ,ty: I SRC Taxazzss l T(tu)t1/16 v(m)tu16 p(m)!1/16 a(u)!1/16 cATaloc coot sin (u) 4 1/2 3/s 3/4 3/s 1/2 sac 46-006 3/s 4 U2 ,

sac-es-006 3/4 4 U2 3/8 i

1 3/s 1/2 sac-46-010 3/s 4 U2 sac 48410 1 4 U2 3/s 1k 3/s 1/2 sac 46-012 3/s 4 U2 sac-Os-c12 14

• 1/2 3/s 3/s 4 sac 46-015 14 4 1/2 1/2 .

14 3/s 3/s sac-os-015 2 3/s 4 3/4 sac-06-020 4 3/4 1/2 2 3/s 3/4 sac 48-420 1/2 6 3/4 sac-10-c20 2 1/2 6 3/4 1 2 3/8 sac-14420 5/s 4 3/4 sac 46-025 2%

S/s 4 3/4 U2 sac os-015 2%

5/s 6 3/4 3/4 sac-10-025 2% 3/4 1

S/s 6 sac-14-023 2%

S/s 4 3/4 3/s 3 1/2 Sac 46 430 5/s 4 1 3 3/4 sac 48-030 5/s 6 1 3

sac-10-4:4 S/s 6 1 1 3 14 i sac-14-030 3/4 6 1 3 3/s Sac-20-030 S/s 4 3/4 ac-06 435 34 o' 3/4 1/2 3/s ac-es-Oss 3%

3/s 6 1 ,3/4 -

Sac-16435 34 1 1 S/s 6 sac-14-035 34 1 14

" 3/4 6 ac-20-435 3%

! NOTE:

i 3 ETLAE; tTrtcat 2msenett0s nakutuc '

J ;j -

staut/svenosa usa clanr tue drev$ns is ter esem gag 5ewmo s...

,a nEv. sj. ,

Attachment 6.17 g

_ gr.058 l Rev. 2 TRIODits5 v1pru SOLT PIN nom. PIPE cATAloc conc sut (u) T(IN)!1/16 v(IN)!1/16 D(IN)!1/16 3(IN)! 1/16 3/4 6 1 3/8 4 1/2 sac 4M40 3/4 6 1 sac-ese 4 1 6 1 3/4 E*lW 4 1 6 1 1 88E*1 # 4 1 6 1 &

sac-2 W 1 6 1 3/8 sac M SO 1 6 1 1/2 sac-os-050 1 6 1 3/4 I

sac-10-OSO I 3

.i

~

sac-16-0$0 sac-26 450 8 f 6 1 g

3/8 e 1 sac 46-060 1 6 1 1/2 6

sac-ese 6 1 e ik 3/4

sac-1 W 4 1 s 14 i sac-1 W 8 1 8 Ek 1" sac-20-060 a 1 8 14 3#8 Sac 60 a 1 s 14 1/2 sac-os e 8 1 8 1% 3/'

sac-1 p o 10 13/4 1 3 1%

sac-14.Os0 s 2 u 24 W ,

sac-20-080 3 2 12 2k 1h ssc-26-080 1 8 1% 3/8 18 -

l sac e 100 13 1 8 ik 1/2 ,

sac 4 100 10 1 s 14 3/'

l' Sac-10-100 10 14 10 1 3/4 1 sac-16-100 2 12 24 14 10 sac-20-100 sac-26-100 10 2 u 24 14 8 1% 3/8 i

sac-4 k uo U 1 1/2 12 1 s ik sac +uo u 1 s 14 3/'

sac-10-uo 72 1h 10 13/4 i sac-16-L20 2 12 24 14 12 sac uo 2 u 24 1h 12 t sac-24-u0 2 12 24 3

'. sac-36-u0 12 14 1 8 1% '3/8 t , sac-46-140 1 3 1k 1/2 16 l

sac-es-140 14 1 8 1% 3/'

j sac-40 140 1h 10 1 3/4 1 Sac-14-140 14 14 2 12 24 1k

. sac-20-140 2 12 24 1h sac-24-140 14 sac-36-140 16 2 u 2k 3 1

l l

l W; TTPicAL INSPECTION DRAWING .

j .E . . ITilft/ SNUBBER 115Et Ct. AMP

. REV. SMI TEls DaAWINc Is FOR INSPECTION 3.- .

PURPOSES - '. J CM1Y 1C'. gDRatedfeCh

.0 g 2 et 3

- * - ~ _ s ,, ; _

1n,

Attachment 6.17

{ 01-058 y

Rev. 2 O TutaorESS virra ROLT ym

, ,, ,3,g CATALDC CODE SIZE (D) T(D) 1/10 U(E)t1/10 D(IN)t1/16 3(IN)A1/16 SRC-06-160 16 1 3 Ig 3/3 SRC-Os-160 16 1 s 14 1/2 SRC-10-160 16 1 3 Ig 3/4 SRC-14-160 16 Ig to 1 3/4 1 SRC-20-160 16 2 12 2k ik SRC-24-160 16 2 12 24 1h SRC-36-160 16 2 12 24 3 SRC-06-130 la 1 3 1k 3/s ,

SRC-48-1s0 la 1 a 14 1/2 SRC-10-1s0 la 1 e ig 3/4 SRC-14-A30 le 1% 10 1 3/4 1 SRC-20-1s0 le 2 12 2k 14 SRC-24-180 13 2 12 24 1h SRC-36-1s3 le 2 12 24 3 SRC-06-200 20 1 s 14 3/3 SRC-os-200 20 1 s ik 1/2 SRC-10-200 20 1 8 14 3/4 SRC-14-200 20 1 10 1 3/4 1

. SRC-20-200 20 2 12 24 14 SRC-24-200 20 2 12 2k 1h SRC-36-200 20 2 12 24 3 .

SRC-06-220 22 1 3 14 3/s 14 1/2' O 22 SRC-es-220 1 3 l

SRC-10-220 22 1 a ig 3/4 SRC-14-220 22 1h 10 1 3/4 1 SRC-20-220 22 2 12 2k ik

- SRC-24-220 22 2 12 24 1h SRC-36-220 22 2 12 2k 3 SRC-46-240 24 1 s ik 3/s SRC-03-240 24 1 e ik 1/2 SRC-10-240 24 1 8 1k 3/4 SRC-14-240 24 1h 10 1 3/4 1 SRC-20-240 24 2 12 24 14 1

~

SRC-24-240 24 2 12 24 1%

l l

~

'M W TTFICAL INsFECTION DRAIJING This drawins is for inspection purposea_only. - . prRyr/SWUssER R!$ER CLAMP au. o ,,c ~ ..

ap. 3S,a,3

~~ ~ .. _

' i e

Attachment 6.17 QI-058 Rev. 2

- -- - SRF Type PC (See Notes 1.2)

, B i A, , A SRF Type BA (See Note 1) 4r,-

-jsp SRF Type RO (See Note 1) 1 - . -

g[- .

--1 4 sRe type so CATAI.OG CODE 3(IN)+1/16 ,

N . SRT-06 3/8 SRT-08 1/2 SRT-10 3/4 SRT-14 1 SRT-20 1 1/4 SRT-24 1 1/2 SRT-36 3 s

\, .

7 NOTES: -

l 1.) For rear brackets, see BRM-TJta.

2.) For pipe clamps, see BRN-SPC.

3.) $wav struts may be installed

' 1800 (and to end)'from the con-i - filuration on the design (rasing.

8 TITLE! TTFTCII.757ECTION DRAWING i

" FTXED'LENGTE SWAY STRUT exi u- s~^ RLv* sni '

ThisdrawingisforinspectionpurposeI%1y. V ~ ~ ~ , , - ..

7 RF -- , L g2 g--

~ . . --.e e- .___

Attachment 6.17 QI-058 Rev. 2 O

1.) All socket welded couplings require a minimum of 1/16*' pull back of the ascension piece for proper fit-up.

l 2.) Solid type couplings on struts ar.d end 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. .- /

. v- .

L-

• 4.) For modified struts, barrel size and .

- ....- ^

minimum weld sizes are shown below.

STRUT SIZE NOMINAL PIPE SIZE FOR BARREI. MINIMUM WELD 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 3/8 36 6" sch. 120 3/8 -

• Need not be larger than the thickness _

O of the collar. -

5.) If spacers are instal. led, the following notes are applicable (e) Installations where the gap (a) Spacers shall be selected to l

spproximately center the ayerod exceeds the thickness of one in the bracket / clamp. '

spacer is acceptable.

(b) Spacer outsida diameter shall not exceed spherical baaring housing outside diameter.

(c) If the ayerod is installed in a hor-

' Laostal position and the resulting gap is just enough to install one spacer. ihe spacer shall be installed on the bottom side.

(d) Due to configu ation of bracket /cisurp,

- the ress'. ting gap any not accomodate a spacer. . Omitting of the spacer is paraissible.

O EC TTFICAL U53ECTION DIUWING

- F13ED LINCTE SL'AY STRC t

i D h 2 This drawing is for inspection purposasM1v. _ . . -

. ggy }- . I 2 e l

2 . . _

Attachment 6.17 QI-058 Rev. 2 O ~ .

.-g- =

. s - -.

w-- SRS TYPE PC 1

' "7 '

B (sEE notes ia2)

B TA- A

1. !Yr p' -

, SRS TYPE BA (SEE NOTE 1) i

] -

M SRS TYPE RO (sEE NOTE I)

~

=

= N M SRS TYPE SO O .

O _ z Y..s, ty; P Tor infor.$ tion see sheet 2 of 2.

f l ll } \,

l

\ '

Lll l l Ill lI I I l' 1

l // f/

V -

W

. l_ C  ;!

This drawing is for' inspection purpores only.

l) 7 2

f ht- ~

Ou.

0 V//:f hB '

yll l III llll l .=

TIRE'.TTFICAL DISPECTICH DRAWING

~ * " * *

[ [ [ " '"' WWG NO.

. 4DJUSTABLE SWAY STRUT $

REV. Sni-

. C ." SKl e. 2 1 e8

Attachment 6.17 01-058 Rev. 2 O

SCt.ID TTPE COUPLDC s0CKET TT7E COUFt.DC CATAIDC CDCE 3(IN)g1/161(M)!,1/8 C(U)t 1/5 CATALOC CODE B(IM) 1/16 Z(IM)I /8_ CftN111/3 1

1 1/4 SRS-06 3/s 1 1/4 13/16 sas-06 3/4 1 sts-08 1/2 1 1/2 1 1/16 sas-04 1/2 1 1/4 1 1/2 3/4 1 3/4 1 S/16 3/4 1 1/2 1 3/4 $15-10 A sus-10 2 3/8 515-14 1 sas-14 1 2 515-10 1 1/4 2 5/16(1 3 1/8 13/1.L 2 3/16 _ _ 7, stS-20 1 1/4 2 3/4 3 1/4 3 11/16 3 1/4 3 7/8 5R5-24 1 1/2 3 Iha -

sts-24 1 1/2 315-34 5 7/16 4 t/16 3Rs-36 3 4 3/4 51/2' 3 50T15:

1.) Ter rear brackets, see BRI-irs (9.) For salvaged socket or solid type coupling, the "C" dimension shs11 2.) For pipe cissps, .see BRE-SFC 8 be at least equal to the height 3.) Sway struts may be tastalled 180 of a scandard size out, (and to and) from the configuration shows es the daeign drawing.

4.) All socket welded couplings require a minima of 1/16" pull back of the extension piece for proper fit-up. -

S.) Solid type couplings se struts ad and plates on fixed struts shall not O escoed 1/16" misalignment from the pipe (barrel) centerline.

6.) The coupling (solid / socket) shall be square relative to the barrel.

7.) For modified struts, barrel size and minimum veld size are shown below.

MINIMUM UELD SIZE * (IN) l NOMINAL PIPE SIZE FOR RARREL STRUT SIZE 3/16 06 1" sch. 40 lis" Sch. 40 3/16 08 3/16 10 lis" Sch. 40 2" Sch. 80 1/4 14 5/16 20 3" Sch. 80 4" Sch. 40 3/8 24 3/8 36 6" Sch. 120

• Need not be larger than the thickness of the collar. (e) las'.allations where the gap 8.) If spacers are installed, the emeseds the thickness o' one

- fedowing notes are applicable" syscer is acceptable, (a) Spacers shall be selected to  :

appresinstely center the eyered  !

in the brackst/ clamp.

(b) Spacer outside diameter shall act escoed spherical bearing housing l outside diameter.

l (c) If the eyered is installed La a bor isontal posities and the resulting gap to Just enough to install one spacer, the spacer shall be installed j on the bottoa side.

• j (d) Due to configuration of bracket /clamo  ;

the resulting gap any not accomodare  !

a spacer. Omitting of the spacer is TITLC TTFICAL USPECTION DRAWING AD.TU3 TAR 11. SEA 3. STRUT permissible.

This dravM ILE for dasitet1En. surposesjaly. ,

1. m_ ,h___r.gammm Io2 c

- - Attachment 6.17 01-058 Rev. 2

->.. .->e, O _ TOTAL LENGTH OF SHIM J uSA-SISCR$5 aT E aia60.'..65:

1/8" MIN. [_ MEMBER SIZE y 7,hK55,60,65:

(BOTH SIDESTl VrW//////////////C: sHlM I r' 7 SEE WELD 9-DETAIL

SHIM WIDTH SHIM SHIM n

, Y//////////4 . g fjjj/////////

TUBE rr A 3vd 6 i

TUGE f

f STEEL Si g

~%- ,

WELD DETAIL Q SINGLE SHlht ON TUBE STEEL (TYPE 1)

Min. Weld "A" Shim THK "5" Weld Size Lenath (Note 3) l 1/16" 1/16" 1/2" 1/8" 1/8" 1/2" 3/16" 3/16" 1" k" to " (Inclu.) 3/16" 14"

%" to 2" (Inclu.) 3/16" 14" NOTES:

1) For large bore pipe, the minimum sbis width is 2 ". .

2) For esall bore" pip's. the~ shin width shall not be less than h" unless otherwise noted on drawing. ,, ,

3) For small bore, the weld length is equal l

to the width of the shin.

EE' . Typt.si Insovetion 3 rat.ine Shim Details i

~

d AG % DRAhlNG NO.

~~

- AEV. S'

.,_... d gUnoses esew r,ir ;- > >nes omic. . -.. Sq,. ,. g  ;-

,p Thin draaIhe in

Attachment 6.17 QI.058 Rev. 2 _

MATERI AL'. sA-36; A-36; LENGTH OF SHIM NO 2 3 SA-515cR55, 60, 65; 4 A-570; S+ 1/8,, MIN m , LENGTH OF SHtM NO.1 "- A-515C155, 60, 65 (BOTH SOES)"

MNNN NNNNN\ W W N W \ W M f//////////////////7 ,1 Sg \fi [o ~

I SEE WELD DETAIL SHIM NO.I

SHIM WIDTH 9

\ .

> UH/HH/ Hit SHIM A llll}lllllfl}

r- A f- b TU8E 3 +* # F '

STEEL

____._._._._____. -TusE

, 3 TEEL'

-p Q WELD DETAll m :5. STACKED SHIMS ON TUBE STEEL

1) ror 1.rie bore ,1,e, the (TYPE 2) Min. Weld siniaua shia width is 2%". "A" Shia #1 TEK "S" Weld Site Length (Note 3

2) For small bore pipe, the shit 1/16" 1/16" h" width shall not be less than 1/8" 1/8" g" i  %" unless noted otherwise on 3/16" 3/16" la the drsving.

is" to %" (Inclu.) 3/16" lic"

3) for small bore, the wald langth is " to 2" (Iaclu.) 3/16" th" equal to the width of shim #1.

4) When combinias shias, the thicker of the two shias should be attsched to

' the tube steel unless otherwise approved by engineering.

5) fillet veld , size is equal to the thick-mess of shim #2, but need act onceed 3/16". Length of fillet wald is equal to S times the thickness of shim #2, but need not onceed 15/8". For small bore, the weld length is equal to the skin width.

O hfA7

' ". W '- ' '

f pical Inspection Drawing

. [" v$("," Shim l ,

7 Details l

,f REV- SNI Wrawing- is for'6str$siti6a-b,wn s,:-

w ses esly. MW NO. SEIN I 2e

Attachment 6.17 QI-058 Rev. 2 MATERIAL

• SA-Mi A-M; A-370; 5 1/8- MtM SA-515CE55, 60, 65;

\ A-313CE55, 60, 65 (DOTH SCE5) 4 h

Y/////////////////1 J T (THICKNESS .

S N Off PLANGE)

S V l S(SIZEOf' . j WE'.D) r A

}

NOTES: S*T MINUS 1/16".

1) IF SEIN OF IQUAL OE CEIATER TIIGNESS TEAN FLARICE $* TEICINE55 (T) 0FTEEN:

SEIN

2) IF SEIN TIICENESS 15 LESS TRAN FL&lIGE TEICINESS TEIN:

MIyUs 1/16". (EECEPT 70E~1/8" SEIM, Sal /8" and 1/16" SEIM, S=1/16".

, .w ~%" - [ ./

"A" MIN. MIN.

'y/ '

. 5EIN WELD .SEIM I/////////A 1 ,- TEK(II) IDCII(IN)

• WIDTH (IN)*

1 A i '

1/16 1/2 1 1/2 .,

1/2 1 1/2 f 1/s 1 2 1 3/16 1 , ~1/4 to 1/2 1 1/4 2 1/4

/ 2 1/2 I

I  ; 1/2 to 2 1 1/2 I

I I

I R ,~ Iv

\ STRUCTURAL

• See Notes 2 sad 3.

NN /- .- -

vj w - ..

SHIM ON STRUCTURAL SHAPE OR PLATE (TYPE 3)

.. g. .

1) For larse bere, the minimas shia width is 2%".

2) For small bere, the shia width shall met be less thsa %" unless otherwise ested as the drewing.

~..

~

r f

3) For small bere, the wald length is -

- equal to the width of the skin.

- A. . .

A -- m .

m=

, m 1.s ,es.ie, ,, ,

-~:

= o 3 3 I

Attachrnent 6.17 QI-058

• Rev. 2 O -

MATERI AL '

1 Clamp Sedy : ASME SA-36 U-Solt 4 Pia:ASME SA-193 Grade 37

• Nuts:ASME SA-194 Crade 25 Lead 91stribution Flate: ASME SA-36

~

l r l nun f

~

UJ .

.d y ,

v ,/ .

l sse CATALOC C00E_ NON. E $1271D) T(U)m.1/16 CATALOC CODE 10 NOM. PIPS 1 1/2 SIZE (D) 1 1/2 SSC-06-100

$$C-04-025 3s 1 3/4 $$C-06-100 10 1 3/4 ,

SSC-08-025 as 10 2 c 1 1/2 88C-10-100 SSC-04-030 3 SSC-14-100 10 2 1/2 O SSC-08-030 SSC-Ob o40 3

4 4

1 3/4 1 1/2 1 3/4 SSC-20-100 SSC-06-120 10 1C 3 1/2 1 1/2 1 3/4

$$C-08-040 2 SSC-06-120 12

• 4 2 SSC-10-040 SSC-10-120 12

$$C-06-0.50 5 1 1/2 12 ~2 1/2 3SC-08 OSO 5 -13/4 SSC-14-120 12 3 1/2 2 SSC-20-120 SSC-10-050 5 SSC-24-120 12 4 1/2 SSC-14-050 5 2 1/2 14 1 1/2 1 1/2 SSC-06-140 SSC-06-060 6 SSC-06-140 14 1 3/4 SSC-08-060 6 1 3/4 14 2 6 2 SSC-10-140

$3C-10-040 SSC-14-140 14 21/2 SSC-14-060 6 2 1/2 14 3 1/2 1 1/2 SSC-20-140 SSC-06-080 S SSC-24-140 14 4 1/2 SSC-06-000 S 1 3/4 16 1 1/2

$ . 2 SSC-10 160 1 3/4 SSC-10-080 SSC-08-160 16 SSC-14-080 S 2 1/2 16 2 3 3 1/2 SSC-10-16C SSC-20-080 NOTES:

l O ,__

N *n NG6 DSFSCTION DSal(DG

5'J U  %'F7

.

• h BTI7f FIFE.CLAMF 4 . ,, %

REv. Snt

~ ~ - - - .

" r-~~ pec SSC_ _1 g i,g,

,l2 M is Ses4WDest15m g, ra male.

m . . . -

l Attachment 6.17 QI-058 -

Rev. 2 O NOM. PIPS SIZE (TN) TIIN3bl/IO CATALOC CODS lt 1/ 2 le

$5C-16-160 3 1/2 16

$$C-20-160 16 4 1/2

$$C 26-160 18 2 SSC-10-180 18 2 1/2 SSC-16-180 3 1/2 18 SSC-20-180 4 1/2 18 SSC-24-180 6 18 SSC-36-180 2 20 SSC-10-200 2 1/2 20 SSC-14-200 3 1/2 20

$$C-20-200 4 1/2 20 SSC-24-200 6 20 SSC-36-200 2 22 ,

SSC-10-220 22' 2 1/2 SSC-14-220 22 3 1/2 SSC-20-220 22 4 1/2 SSC-24-220 6

• 22 SSC-36-220 24 2 SSC-10-240 24 2 1/2 SSC-14-240 3 1/2 24 SSC-20-240 4 1/2 24 SSC-24-240 6 -

24 SSC-36-240 2 26 O $3C-10-260 SSC-14-260 SSC-20-260 26 26 2 1/2 3 1/2 4 1/2 26 SSC-24-260 6 26 SSC-36-260 2 2E SSC-10-280 2 1/2 28 SSC-14-280 3 1/2 28 SSC-20-280 4 1/2 25 SSC-24-280 6 28 SSC-36-250 2 30

$$C-10-300 2 1/2 SSC-14-300 30 30 3 1/2 SSC-20-300 4 1/2 -

SSC-24-300 30 30 6 SSC-34-300 2 SSC-10-320 32 12 2 1/2 SSC-14-320 3 1/2 32

~

SSC-20-320 4 1/2

! SSC-24-320 '32 32 6 SSC-36-320 2 SSC-10-340

- 34

.SSC-14-340 34 21/2 SSC-20-340 34 3 1/2 34 4 1/2 SSC-24-340 4 SSC-36-340 34 36 2 SSC-10-360 SSC-14-360 36 2 1/2 O SSC-20-360 SSC-24 360 36 36 36 3 1/2 4 1/2 6

' .' ' " '7 "' O r * -

SSC-36-360 TITLE.- - ' - - - -- ...J.

ke- ~

"*' '* ~" ' WMTMFLN"CMV"'*

s. l -, -

L C12: 2 SSC

_ Rgy, 1

SNT 2 of  ?

This drawine to-Geh&asseerian '

• - --se;es oniv.

en __ }_

l

~ ~

Attachment 6.17 = {

l QI-058

• l Rev. 2 i

l 6 i l .

' h. . .

tw  %

Nb /r/

3 E 1 J )> M -

t -

DETAll 1 i

!k Due to annufacturing tolerances, the actual any be less than the assiaal thicknese.

This thicknese of structural is acceptable and theshapes weld size and seedplates L l'

l act be any greater than the actual thickness if the difference ( A ) between the l

) actual thickmass and the assiaal thicknesa doesn't asceed the fellowing: t<

h Isoninal Thickness Allowable Difference ( 6) 5

< 3 / 8" 1/ 32" '

.23/4" 1/16" D P

The toes of most rolled shapes are rounded. In that case, the edge is built up to  :

eesure full throat of the weld as shown above. >

l

> jMACM. -

y NRE0'O

/

i 11AE ATER _ / / I

">aAN 835' /

\ /

e y

,/ y y LESS TMAN 4S*

s

(

/ _. ., 10 <

For skewed angles where 1358 the inspector need not be concerned about the weld size unless nachiaias is ca led for, in which case the wead wit! be a normal fillac

..j weld with size determined by the thickassa of the asterist and the slope. If a weld i

sise is provided es the applicable drawing.

[ the desving weld sise will severs.

]a 1 _. .t 6 .. -- m. ..

. . . . . __ m

.. a Tift.E. Typteal Inspection Drawing ,

a - ._ . .-

1 3 _._ _ Weld Detatis atv- ,g This de. win. is f., in.,. cts.o ,ur

,...e

.alf. '7* Wito l

-_, Ek . af .

l _: _ _ _

_, }

l g.~.._..._.__.... - - - = _ . . hl

. Attachment 6.17 O QI-058 Rev. 2

/

i m .s,3,.

g /[ m A- -

"*' a *

?

/s/ / / / s 1

l / / /

N~ p-l l / /y $

. s , , ,,s j

I

[I sy h [ hsv"h .

l

? DETAll 3_ 1 1

i.

~l -

n= ===a mau. == m2 = : ensaxams man a = arrem AGREE WITE = WEA 3123 301a8 W = AFFLECARK BRWDC AT A IENDct.

1 1

O l . /

/ 4 <secume / /n

, / f ,4 AS'sG<60*

c' 4. , , , 'y .. .;

j.

/ u. "

v 14 .

+

5 sV SIN i . nETAL i

I

-1. .

._- eum as em a am.ase se aem a emme se esm ma um e a suasr as

.su.ms, a ms. =. == m me==. ems = new is.u.s as em a a

'. es ans e ans me was vi se e -

! s - . - - - .-

e - - - -

e -, - _ _ -

s - - _ _ _ me e - - _ -

i s , ia n an - -

7 1

e . - - _

j aa' n . n. sus aus .-.

1 j ,

. ___ JEiJ mLg,g, ,ug.c,cta nestas

.. m . .,

E N $ OOO @ Q Ty-- .

g u _

, .# 3 -

~

3 y Attachment 6.17 QI-058 Rev. 2

/

/ 30*s4<45'

/ d

/a 4

d d __

h srs g i The "d" diesesion shall be seasured and shall, at a staisus, meet the requirements of the table below .

ve10 Size Resutred "d" Mio. .

3/8 5/16 7/16 3/8

• 1/2 3/8 9/16 7/16 S/S 1/2 -

11/16 9/16 3/4 9/16

(

3*

.4

> 2/3, only the weld between points g g g For D2/ul,3 A-8 sa C-D aseds to messated.

C D On .

DETAIL 6 s

,.s ,

,s  :.--, ,a ,

" ~ Th.l"ssfl (* m. 1 tt ,

s -.e ..- . . . . ~ a a, c w , * - <r

.- - L " ? * ?,ir::I * :;;::': Mawing Weld Details MMM SMT This drawing is fo L sspection ,pu only. . g 2 i

_ . - . _ . A{v. i 3 ee

! M .

- Attachment 6.17 - ..

QI-058 Rev. 2 MATERIAL

• ams sa-266 a.1 es sa 36 Q~ ~'""l i TO SE t 4.1.3.10 i

SEES M.08.10.16 XRS $EES M.08.10.14 ,

CATAMC COOS BfM)!!/16 10(M)+5/16. -1/16 mas t.% 3/s 1%

3333 M 3/8 1%

• IRB 06 3/8 1%

O

' pas 01 1/2 2 1/2 2 3333 Os 333 08 1/2 2 ses 03 3/6 2%

sans to 3/4 2%

IRS 10 3/6 24 mas to 1 3 3/16 stas to 1 3 3/16 ERS 16 1 3 3/16

~

i l

TlTLE. TTPICAL I5sPECTICE BEALTDBC O '-_ T b- e sfast/suusart smaa snacurf agy, pt This drawins is for $ aspect $,; - :::: I O i t of 2 F E C* . o :IRSISRRS /W

'

1_ 3L g

" 3 3t R SIZE $ 20.24,34 -

SIZES 33.100 XRS SIZES 20.24,34 -

CATALOC CODE 3(U) A 1/16 10( 3) +5/16. -1/16 } z(TN) +1/s. 0 Sass-20 1 1/4 4 N/A N/4 E33-20 1 i/6 4 N/A N/A SERB-26 1 1/2 5 1/4 N/A N/A .

333-24 1 1/2 5 1/4 N/A N/A

, $315-36 3 8 N/A N/A xas-36 3 8 N/A N/A Sies-35 1 1/2 5 1/2 2 1/16 Kia. 3/4 2 1/4 Max.

SMRB-100 2 1/2,3 8 3 1/4 ttia. 2 3 5/16 Max.

l

• See Note 1

~

NOTES *

1) 21/2" paa en shock arresser and;

'3" pia on transittaa hit end.

O ME! TYFICAL INSPECTION DRAWING STRUT / SNUBBER REAR 3 RACKET THIS DRAWINC IS FOR INSPECTISI PURPOSES ONLY. E3M888G 880. REY. SMI IRS /$ RAS /SMSB 0  ? et ?

z

- - - - - - - - - , , - - - - - - ~

_ . - - . .. - -- _~_ . - _ . . _ _ _ .

b Attachmsnt 6.18 QI-058 Rev. 2 Page 1 of 6 ITT GRINNELL COMPONENT STANDARD SUPPORTS INDEX DESCRIPTION PAGE 4 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 i

O t

i O

Attachment 6.18 QI-058 Rev. 2

. Steel pipe Clamps double bolt pipe clamp SIZE MANGE: % througn 36 inch, flg. 295 MATERIAL: Caroon steel.

FINISN: 8 lack or gMvanszed; furnished black urness l othenvise spectfled.

.. irl SERVICE: Reaxnmended for suspensen of pice re-quinng up to 4 inches of insulabon anc where flexicility of me camp is cesaracie - wimin me iirmtauen or tem.

perature and loads shown below.

MAXIMUM TEMPERATURE: 750*fr.

APPROVALS: Compiles with Federal Spooficaton WW.H-171 E(Type 3) and Manufacturers Stancarciza-tion Society SP.48 (Type 3).

INETALLATION: Astachment to the ciamp may be made with A welded eye rod flg. 278. page ph.52. or the weksess eye nut Ag. 290, page ph.59.

1' r FIATURES:

l h..lk 3as-f ~ e Lead bot and snac'.mont a wm extend outade of 4 i inch thick pge covering.

I .g,. .e . toad redngs meet ANSI code requremens and are

,. I' .

" substannated by laborasory test.

'

• Rounded comers on damp ands provide greater

'.l '

+ safety W personnet. -

i

..Lj .. =

i ORD,ERING: Spoofy pipe size. Igure num0er, name.

.9. .

L. L.g. l r _

loads

• weights e dimenolons (Inches) -

ens men.me r sersweeetuum .g:

see sessee ses eere new m eertes e e o a s' a w

% 900 W 70 'er,, g gan 2%e  % 3' e a t t%

t 90d $N FS 1%e 84 3 28'se  % 8' . e 1 tw 1% MS W St t%  % 3% 2" *.e  % N: 1 1"*,

14 1946 ,1M 234 1'%e 1%e 44 44  %  % s 1% 2%

2 1948 1300 200 2% 1%e 34 5% ne  % : tw 2' N 2% 1548 tm er 272 2er,, t%, og gat  %  %: tw 24' .

3 1848 130 34 24 1%e 4"' e Si %  %  % tw *w 4 ~2500 3 30 egg 384 1%e 7% 44 4 %s2 4%

• • • • m

$ 3'e'.a 1%s et 7  % at.s s 2 S 4 h M tles 44 1%e f' N 3%  %  % a 2% 0%

. 8 # 20M 2SN 1318 5% %e 10'N 98'ee 4  % s 2% 7%

to 2240 tut e4 tN 12 ten  % : 2% 0%

12 3240 2000 2E5 F4 t%e 13 1%e a w a 2% 44 14 ,,430 3EN 37W F/,e 2 148f.e - 12'%e 14 %a3 10'%e te ' 4 age ==== 4t2P 10%. 2 t an'.a 12"'in 14  %:3 1 ' "/.e 18 - 43D0 lEN -

440F 11%e 2 te%e 14" lie 14 14 k 3 12"/.e O M 24

5400 4m0 em-eats

--- SW 12 %

test 2

2 17%

test 15 %

17%

tit tat 4s3 4s3

• 4 16 28 GON

~~ ~

ft2h 17% 2% 24 % 21 % tw 4s4 20

.j3e- .

'd -

-- M -. -1eg 2% 30% 23% 1at 4sS 21 e

' 32 asea '

,a.*= ,ent 29t 28 2R tw  %:8 22 %

34 ,9000 W- -

24 21 4 3 31 % 27 % t% 1a5 25

. c3, . e isqqggw ...,,.

. . , . 2rF50'* ' '^ 39t 3 3t% 3%  :% 1s5 28 eGeese on sie asemese sueseos enoun si sie AMS Case for Presswo PIpset.

. . - ~ _ _ . . . _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _

, Attachment 6.18 QI-058 Rev. 2 Steel pipe c! amps heavy duty double bolt pipe Clamp SIZE RANGE: 6 througn 36 inen.

flg. 295H MAreRIAL: carton steel.

FINISH: Black.

SERVICE: Recommended for suspensen of pice re- '

gg Quinng up to 4 incnes of insulation ano wnere flexit:iitty

/, of tne clamp is dessracle.

del MAXIMUM TEMPERATURE: 750*F.

APPROVAI.S: Complies with Federal Specificauen WW H 171 E (Type 3) and Manufacturers Stand.vciza-

, tion Society $/ 69 (Type 3).

FEATURES.

e Load bot and attachment will extend outside of 4 inch thick pipe covering.

e Load raangs meet ANSI code requirements and are

.. . substannated by laboratory test..

ORDERONS: Speedy pipe size, Agure numeer, name.

o.

,.<r -j'-g s .

6,.,.

3-,

g +.

%,!./ .

c.>-.1-.t,,

loads a weights e dimenolons (inehes) mem mme ==ensi es edes as 8er enrues semessesse er

.- Wee tupless4 in. esop 7e59 4 ser tes e e e a P e M S 3MO 31 5 130 44 14 10%e 8'%e t  % a 24 4 8 48W 4W IM 8 2 1tw 10 4 14  % a 24 M to -

^^^^

4810 M 2% 13% t'% 1%  % a 3% 9 12 7000 43N 4300 M IM t 48'io 12*.e t%  % a 35 10 %

to 9000 em00 0000 Set SM 15 4 13 % th  %:a st%

18 1- - 10 4 3 1M 14 4 1% 4 s 4W 13 4 18 13000 13330 11800 ' tBM 3M 14 % e4% 2 s4 14w 30 18300 '- - '- '%. . 32__ _.- 19 % 1M 2 I sS 18 t 24 1" 14GM t IBM 2% 23se,, tger.a 2 :a taw -

20 1801R seet tot 4 3th 27 % 2% 1 7 23 %

30 2 000_ " .2-_' ~'

448h - 4%. 3t% 20 % 2% 1 a4 24 4 32 23FM - saman -

' 21:6 'D% 38 31 2% t% :8 26 4 34 23000 ., ,S0400 23 % ,24% 37% 32 % 2% 14 s7 28 %

as 20o00 -

' s7s00 24 % 4w 40 % 34 % 2% iw s a 30 %

888888 e5 ire N ,sMNed AN31 Caes ter Presswe %

. ..=- _ - _ _ _ . - . _ _ . . - - - -

Attachment 6.18 3 stael pipe clamps QI-058 Rev. 2

-medium pipe clamp flg. 212 SIZE RANGE: W tf rougn :!0 inch.

MATERIAL: Carton steel.

FINISH: Black or galvaruzed: fumesned 04ack unless otherwise specfled.

SERVICE: Recommended for suscension of cold poe

> lines or hot lines where tittle or no insulation is required.

MAXIMUM TEMPERATURE: 7!0**.

APPROVAL.S: Underwriters

• t.aboratones nsted and Factory Mutual accreved for 4 through 8 inen cice.

Cornplies with Federal Specification WW H 17tE (Type 4) and Manufacturers Standardization Socery g SP.00 (Type 4).

INSTALLATION: ieormally used with weidless eye nut lig. 290, paGe ph St. or eye rod.

FEATURES: .

e 1. cad rahngs meet ANSI code regaremerges and are

@ - r - 6 .I; I

subesangered by labormory test.

~

e ciamps aghtly in ppe.

/. '

~

2...k' *j, -

I

=

[ .

• Wide range of sizes.

L

• Rounded comers provide greater safety 8cr person-

I

] "

noi.

ORDERING: Speafy pipe si2e, figure numcor, name.

ept- -S.. .

Ioads

• weights e dmonsions (Inches) mas eussa teesh es l

for eeruses

-- l re ,

,,,, 3 a , i g .t. appeal e, see e c o e i , e s.

I 4 SCO 448 3 1  % t"/n 1  !

• se %aI t !u 4 500 444 33 1% . Fpg 33.jgg jg 8 Sf,p , ggg 1tify 1 500 448 3 14 FI.e i so,,, ,g  ! si,, I g,, i su 1% S00 446 3 1' lie  % 1% *

%a1 18'!as Siie 18' ::

tw 800 718 . 43 , 1%  % 28 se 1%  ; s,,e %a1 2 8'.e

,_ 2 1340 M 113 2% W 2% 2% 4  %:1 2%

2% 1080 33 134 l 2% te 3% 2% 4 3%

3 1040 m 13 le %a1 t 2'% to 3stw 2'% g % ga1 .

3%

3% 1080 M 13 34 te 3iss,. 3er,. g i g1 3%

4 1040 M 23 g 3%  % 44 att : %  % a 14 8 dan, S 1040 930 m i 4 ~ h 4' % 4an, i g i g a tw 44 8 1819 tesc

• Set l 486  % S4 9  ! % 8 % a '% Sao 8

10 1815 2400 l

1e40 23 3

[

e

' 1383 054 l 47% 1 1 7 8%

Sie  ?

- 7 % .', %

4  % a 14

%e2 8%

l 12 2400

• • • • 1818 8

85 t 98' e 8'rie ! se  %:2 9%

to to 2400 23 3 5 00 .. j 9 w- 14 1986 9% *

%  % a 2% tone 2400 23 3 23 3 - , to s 14 1184 10 %  %  % s 2% 11 %

l '8 3000 2F3 StM - l t ts- s e 1% 13-- 11 % 1  % s24 12 %

) 3~ 3000 Q ~2730 7.- 3S&se; 12%- - tot tote 12 % 1% tes2% i 13%

i 24 3000 . 2730 o. . 5311 tS u tte ten 15% 1% %a3 l 10 %

30 2000 3300 1130 IS't 2 21% 19 1% 4s4 l 20%

' on 4

a.  ;; '.; &,. K."Q"e T.A. e ph is 0 _ _ _ _ _ . .

l l

. . l Attachment 6.18 l

[ QI-058 Rev. 2 l beam attachments  !

welded beam attachment l MAXIMUM REccMMENDED LOAD: 71.280 its.

N' ,,,,,,,,,,,,, MATERIA 1.: Careon steel.

p. i SERVICE: Recommended for attacament to cottom of M ,!\-.

bearns, especially wnere loads are censidera::e ar c A .

rod sizes are large.

[ ............ HOW TO SIZE: Size of attacnment is determmed by

- g mas of rod.

r=

, _q APPROVALS: Compiles wim Federal Scecification i

D , _.' * . WW H 171 E (Type 22) and Manufacturers Stand-

-** l arterannet Secsety Sp.69 (Type 22).

l INSTALLATION: If flexitu8ty at me beam is desired.

e

.4' use with boa and eye rod flg. 278, page ph-52. or witn Jd 2%.un .4e su weksess eye nut Eg. 290, page ph 59, and weid as aus assass' shown a Wie leR. N vestical adjustmen,t is desired, use TZ

. e,.esesses - -

wim troeded rod and nut and weld me attacnment in arrinverted pondon to the beam as shown at tatt.

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{ } FEATURES:

e WW accommodste very heavy Isads and rod sizes gj jO ,

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'J througn 3% incnes.

• Can be instated so as a provide for eitner flextility or for verscal adjustment.

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,  : i e Versesty allores econor=neel stocking and erection.

- "-?gP }c a, i;7 e Seem aze need not be conssdered.

l 7 C.' .. OROERINO: Soecdy rod size. figure numeer. name.

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, .j Speedy "we som and nut" if reciated for 1* rod size and smener W 11 '.~37 .~

T Speedy "with pin and cetter pina* if require <1 for 1W l'N inch rod size and targer.

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loads

• weights e dimensions (inches) sie.e se see ressemassess team, se uma sammsses e sur tes ,.e ne,s,,,,e see oefte sament one uusiese 4 elen W l rgp ges eus ases sus 8 l 8' i S pt ,

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%  % s 2% 810 Ste ,, M 117 1% 2 2 'fie  % tw I w

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%  % s 2% 1t31 900 90 131. 14 2 2 "f.e  %  %

% 42% 1810 1910 M 188 14 2 '2 '8'ee  % t%  %

% %s3 2710 23N 1M 279 14 2 2% '8he 14 1%  %

% i se- 3770 3138 233 ass 2% 3 2% t% tw 2  %

t t% a 4% e 4tgg 437 33 Ig 3 3 sg i t% 2  %

1% 1% s S 4000 40 5 50 tWR 2% 3 4 1% 2 i 2% i %

l l 1% 1 % s ga6 t tgg g73 tgg tm 4 4 3 l 14 2% !3 1 %

jS 2 2% 3%  %

1% ine r 04 19700 i tages 1870 3418 S S 3gt- - 8% 2% 3% 3%  %

2 2% 0% 3 700 tsees tag (

M 2% M 27E3 Im mes 3875 8% P-*!*S-6 2% 3% 4%  %

2a 2%a M 3MW ESR MW C- MW 0% 8 8 2% 34 4% 4 M 3 ,7 .t m. , . = ... n _ M . m 4 =  %

debs M 7 4 3%  %

3 3% e F soARD 400M 33m - 3ee 3% 3%a M $35 7 3 M M  %

00eSo ,c. ,40 %, . , _Q , y ;_,

3% 34 s M 7tas mass s3eo ~ r2mo rW a( sh 44 4%  %

e Bases on sie assueele spaseae sneen viins Aass Case ser Preeswe Pipeig.

+ 1%* ane targer are lune must essorpuu, F

l' Attachment 6.18 Sway strut la 4

" QI-058 sway strut assembly: Rev. 2 O <>e. 2' i C-C (* 3 I/2" ADJUSTMENT) y

-A pREAR BRACKET l m uscs riverI E-

-Rll , ROD END (R.H.) 00 END (L.H.)l; 1 i

l t-JAM NUT o.

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OPTION 1 OPTION 2 l load (ibs) e dimensions (Inches) .

ses ass. c-c w Sepe Lead e and mens ]A uma. muk uns. aun. F S g. n a S T A i a 850  % Set 30 t 10 % S2% 9% 3% 2% 1%  % ** d 374

.312 5 1500 l 1% Seft 4 m 15 im W% 984 4% 5 3%  % l's l 't .T49

. ?4 7 C 4500 t 3 Scfi de 3% 120 19% t10% a 4% 5 3%  % 1% l'= .74 9 14r I 8000 14 2 San 100 2% 12 21 % 10944 11 54 4% 3  % IM l'e 399 997 2 11610 14 2% Ssft 100 24 120 21 % 100 % 11 $% 4% 3 4 1% 183 999

.. 997 3 15700 1% 2't $sitISO m 13 34 107 11 m a 3T.e 1 2 I "* *e i 249

• 2s1 4 avr4 ,2 3 San in m IM 3% 100% tati 6% 5% 3%e 1 2 t"'= i.249 1247 5 27200 2% 3 Safiles 4 tm 3% 104 % 13 7% m 4% 1% 2% 2 e 499 1497 8 33400 2% 4 S e te0 3 13 30 teg% 13 m F% m 1% 3 tie t749 1.747 7 58734 3 4 3 mile su 13 34 % 1m 14 % to m m 2 34 2%

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, , , , , a se se 7% = =% m% 17 ,a 14 m a 4% Si.

s . i.,, i. rm in =% 2.jg e Loans mum ret De W outsee a 10' e angle cone of aseen aslhe ppe stamp aus asshout sposal ananoruason.

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Attachment 6.19 QI-058 Rev. 2 Page 1 of 2 STANDARD MARKING / STANDARD BOLTING COMPONENTS

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Attachment 6.19 QI-058 Rev. 2 STANDARD MARKING / STANDARD BOLTING COMPONENTS (Cont'd) is 4.. .a 94,,%, F wea **

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