ML20203A053
| ML20203A053 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 06/27/1986 |
| From: | Hansel J, Patterson A EVALUATION RESEARCH CORP. |
| To: | |
| Shared Package | |
| ML20202J051 | List:
|
| References | |
| QI-027, QI-27, NUDOCS 8607170168 | |
| Download: ML20203A053 (116) | |
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'wl EVALUATION RESEARCH CORPORATION COMANCHE PEAK RESPONSE TEAM QUALITY INSTRLCTION FOR ISSUE-SPECIFIC ACTION PLAN VII.c C0 n 0__D C0)Y CONTROL NO.S F oo/ -
PROCEDURE NO.: QI-027 REVISION NO.: 3 ISSUE DATE: 06/27/86 v-REINSPECTION OF LARGE BORE PIPE SUPPORTS-RIGID c'
f e
Prepared by: W IL_ ', J M,< % Date: c/te/86 Approved by: '
8M * ~ Date: S[07(([
Issue Coordinator Approved by:
0 -Site QA Representative Date: !b Approved by: Date: h 7!W QA/Qf/ReviewTeamLeader 8607170168 860711 PDR ADOCK 05000445 A PDR
QI-027 Rev. 3 1.0 PURPOSE This procedure provides instructions and accept / reject criteria for the reinspection of Large Bore Pipe Supports - Rigid by the QA/QC Inspection team.
2.0 APPLICABILITY This procedure applies to the visual reinspection of the safety significant attributes of safety related hardware within the Large Bore Pipe Supports - Rigid Population.
3.0 REFERENCES
3.1 Memo QA/QC-RT-326 " Description Memorandum for Reinspection of Large Bore Pipe Supports - Rigid" identifies the documents used to develop the checklist and procedures including specific sources for attributes, exclusions and alternate accept / reject criteria.
3.2 CPP-009 " Performance of Reinspection and Documentation Reviews."
3.3 Brown & Root Procedure QI-QAP-10.2-4B, Revision 3, dated June O 2, 1983 " Ultrasonic examination of Hilti Bolts."
4.0 GENERAL 4.1 Responsibilities A. QA/QC Discipline Engineers
~
The QA/QC Discipline Engineers prepare the inspection procedures delineating reinspection requirements and attributes.
B. QA/QC Inspectors The QA/QC Inspectors perform reinspection / verification in accordance with this inspection procedure and document results and deviations.
4.2 Policy, Activities performed under this procedure shall conform to the policies contained in the latest Comanche Peak Response Team Frogram Plan and Issue-Specific Action Plan VII.c.
O 2
QI-027 Rsv. 3
(~'g 5.0 INSTRUCTION (Notes 11, 28, 29, 30, 33, 34, 35)
V Attachment 6.1 Reinspection Checklist shall be used by the Inspector to Document Inspection Results in accordance with Reference 3.2.
5.1 Support Identification 5.1.1 Verify support is permanently marked with the support (1) mark number. Integral attachments shall also be marked.
Identification can be accomplished by die stamping, vibro etching or nameplate securely fastened to support structure. (Note 17) 5.2 Support Location and Orientation 5.2.1 Verify support location and orientation as dimensioned (2) on design drawing and BRHL (Brown & Root Hanger Location) drawing. Dimensioning to support shall be from a specific point on the pipe (elbow, tee, valve) or from surveyor reference points. Location tolerances are given in Section 5.2.2.
5.2.2 Tolerances on location and orientation are:
(2)
A. Seismic Restraints (Restraints Anchors, Guides, etc.)
- 1. The location shall be within (2 X pipe wall thickness * + 2 inches) from drawing location for Unit 2. Unit 1 and Common shall be ! 2 inches.
- Nominal pipe wall thickness, t as supplied by QA/QC Discipline Engineer on Inspection Checklist.
- 2. Angularity shall be !1 degree for Unit 2, !S degrees for Unit 1 and common or as noted on design drawing.
5.3 Configuration (Note 10) 5.3.1 Verify all installed components are listed in the (3A) Bill of Materials on the design drawings (DWG) or component modification card (CMC).
A. Standard catalog items can be verified by checking actual nominal dimensions against dimensions given on the typical inspection drawings (Attachment 6.21).
B. Struts can be verified by checking the model no./ catalog code against the Bill of Materials on the DWG/ CMC.
%/
l 3
QI-027 Rav. 3 5.0 INSTRUCTION (Cont'd) 5.3 Configuration (Cont'd)
C. Structural components can be verified by checking the appropriate nominal dimensions.
D. ITT Grinnell Components in Unit 1 and Common, can be verified by checking actual nominal dimensions against dimensions given in Attachment 6.23.
5.3.2 Determine the material identification, i.e., heat number (3B) or vendors unique identifier, by recording the item number, description, and appropriate identification on-Attachment 6.11. Items with no identification or identiffcation not distinguishable shall be clearly I indicated. This information is required for documentation review only.
5.3.3 Verify that the support is installed in accordance with (30) the design drawing / component modification card and is within tolerances listed in 5.3.4. (Notes 34, 35)
Note: Centerline of support Attachment for skewed members, shall be the projected centerline of the skewed member and not the center of the " Foot
[ Print" created by the physical Attachment.
5.3.4 All dimensions shall be per DWG/ CMC except for tolerances noted below:
A. Bolt Hole Location
- 1. Baseplates From centerline of support attachment to centerline of bolt i 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 shall be considered the minimum.
- 2. Structural Members Centerline of bolt location shall be ! 1/4 inch.'
O 4
QI-027 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.3 configuration (Cont'd)
When shown on the DWG/ CMC, the longitudinal edge distance shall be considered a minimum.
When not shown on the DWG/ CMC, the edge distance shown in Table 5.3-1 shall be considered the minimum.
B. Attachments to baseplates i 1/4 inch.
C. Component member length 2 1/2 inch.
D. Component member locations 21 inch (other than baseplates).
E. Reference (REF) dimensions 22 inches.
F. " Cut-to-Suit" shall mean that an item can be installed so as to make an assembly correct provided length does not exceed that on the Bill of Materials.
G. " Cut-to-Fit" shall indicate an optional operation that may or may not be required.
O If this statement appears on an "AS-BUILT" Drawing and No operation has taken place, an "Out-of-Scope Observation" shall be generated. A copy of the Out-of-Scope shall be included with the package.
5.3.5 Verify that the clearances meet the following criteria:
(3D)
A. Box Frame Supports
- 1. Where design shows 1/16 inch on both sides, the total dimensional tolerance shall be 1/8" 2 1/16" (e.g. 0" on one side with 1/8" 2 1/16" on the other, 1/16" 1 1/32" on both sides or any combination).
- 2. Where design shows 0 inch 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.
Clarification: Where 0" is specified on the bottom (in the gravity direction) of a vertical restraint, 0" shall be maintained.
- 3. Where design shows clearances greater than 1/4 inch, the dimension shown is the minimum.
5
l QI-027 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.3 Configuration (Cont'd)
B. Welded and Bolted U-Guides (Note 26)
- 1. Maximum accumulative clearance:
3/16 inch (in one direction)
- 2. Minimut ac:umulative clearance:
1/32 inch (in one direction)
C. Shear I.ugs (integral attachment)
- 1. Where design shows 1/16 inch clearance between shear lug and the restraining member, the total clearance for both sides of the restraint shall range from 0 inch to 3/16 inch. All lugs on each side of the restraining member must be aligned within 1/16 inch of each other.
- 2. The allowable circumferential deviation in the pipe attachment location of the lugs is 1/8 inch.
D. Shims
- 1. Where shims are used to maintain clearance, the typical shim detail (Attachment 6.21) sheets shall be adhered to.
E. U-Bolt Type Support (Note 1)
- 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.
5.3.6 Verify, where required by drawing / CMC, baseplates (3E) attached to floors are grouted.
5.3.7 Verify wall and ceiling baseplates fit flush against the (3F) mating surfaces. The following is acceptance criteria where baseplates are not flush: '
A. The gap between the plate and concrete for a maximum of 20% of the plate perimeter may exceed 1/16 inch, but at no point shall the gap exceed 1/2 inch.
B. The gap on wall and ceiling plates may be grouted using cement or epoxy grout.
O i
6
QI-027 Rev. 3
( 5.0 INSTRUCTION (Cont'd) 5.3 Configuration (Cont'd)
C. Gaps greater than 1/16 inch shall be shimmed using
- steel shims around or adjacent to the Hilti or Richmond
- anchors.
5.4 Bolting (Refer to Attachment 6.24 for standard bolt markings) 5.4.1 Verify all bolts, studs or threaded rods have full (4A) thread engagement in the nut or plate or meet minimum thread engagement specified on the DWG/ CMC. (Note 19) 5.4.2 Verify surfaces of bolted parts in contact with the (4B) bolt or nut shall have a slope of no more than 1:20 with respect to a plane normal to the bolt axis. Verify a.
beveled washer has been used where the slope is greater
, than 1:20 (Attachment 6.20).
5.4.3 Verify the thread engagement for Richmond inserts is at (4C) least 2 times the bolt diameter plus 1/8 inch. Thread engagement shall be calculated as shown below, using bolt length given in Bill of Materials. (Note 18)
NOTE: Should length not be given in Bill of Materials, an
/ ultrasonic excaination shall be performed in accordance with Reference 3.3. (Brown & Root shall i perform UT and provide a copy of the results to the inspector for inclusion in the Verification Package).
Once ultrasonic examination is complete, record actual length on Inspection Checklist and initiate a Deviation Report.
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QI-027 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.4 Bolting (Cont'd) 60 LTS GKouT P47 ET. t A.L ..
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RICHMOND INSERTS 0NLY Thread engagement (E) = Lg - (W+ M F G)
Where:
B = thickness of bolt head, in.
W = thickness of washer stack, in.
M = thickness of material, in. (i.e., baseplate, tube steel, etc.)
G = thickness of grout, in. (where applicable)
O. L g = bolt length, in. (from Bill of Materials) 8
QI-027 Rev. 3 3
(Q 5.0 INSTRUCTION (Cont'd) 5.4 Bolting (Cont'd) sToos 6 Rout MTILEIM 8 :. : : : ;.: . . -
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RICHMOND INSERTS ONLY Thread engagement (E) = L - (T + N + W + M + G)
Where:
T = extension from top of nut, in.
N = thickness of nut, in.
W = thickness of washer stack, in.
M = thickness of material, in. (i.e., baseplates)
G = thickness of grout, in. (where applicable)
L = bolt length, in. (from Bill of Materials 5.4.4 Verify nuts or bolts in Richmond inserts are snug (4F) tight. The stud shall not rotate. (Note 3, 20) 5.4.5 Verify friction-type bolted connections (used on (4F) removable supports) with SA-193 Gr. B7 bolts are p)
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sufficiently tightened so that the nut (s) cannot be moved by hand.*
(Note 20) l
- No Wrench 9
QI-027 Rav. 3 O 5.0 INSTRUCTION (Cont'd) b 5.4 Bolting (Cont'd) 5.4.6 Verify all threaded fasteners, except SA-193 and SA-325 (4D) bolting materials and Hilti bolts, are provided with locking devices as shown on the design drawing.
When not specified on DWG/ CMC the locking device shall be one of the following:
lock nuts jam nuts drilled and wired nuts 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.
5.4.7 Verify standard U-bolt used with a single strut is (4F) torqued to the level specified on the DWG/ CMC. The O tolerance on the torque shall be the calibration of the torque wrench used. Where no torque is specified, verify that the nut (s) cannot be moved by hand. (NOTE 20) 5.4.8 Verify standard U-bolts are torqued to requirements (4F) specified on DWG/ CMC. Where no torque is specified, verify that U-bolt is sufficiently tightened so it cannot be moved by hand. (Note 20) 5.4.9 Verify the nuts on U-bolts are installed on the side of (4E) the plate as shown on the DWG/ CMC.
5.4.10 Identify bolts less than 1-1/2 diameters edge distance (4G) and record dimension from bolt centerline to edge of plate on Attachment 6.5 for later review.
O 10
QI-027 Rev. 3 O
5.0 INSTRUCTION (Cont'd) 5.4 Bolting (Cont'd)
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Typical Detail for " Grout-In" Bolts 5.4.11 Grout-In Anchor (4H)
A. Verify nominal bolt diameter equals ll".
4 B. Measure the projection P. calculate the embedment length, E, using the following equation:
E = L-(P+2)
NOTE: L= Bolt length (Given in the Bill of Materials)
Verify that E is 24" minimum.
C. Ensure no gap exists between the washer and member or washer and nut.
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i QI-027 Rev. 3 5.0 INSTRUCTION (Cont'd) ,
5.5 Integral Attachment Welds (Note 31)
}
- (SC) location as shown on the drawing.
1 l-B. Verify the weld size
- and length meets or exceeds the i minimums specified. For fillet welds, refer to
! Attachment 6.7. (Note 16)
- For bevel welds the weld size is verified by j assuring the joint is welded flush.
1 5.5.2 Butt weld Reinforcements
- (SD) .
A. Verify height of reinforcement complies with j Attachment 6.8 (Note 15) 5.5.3 Undercut (SE)
I A. Verify undercut does not exceed 1/32". Record undercut, regardless of size on inspection checklist i{ This information is required for vetification of 1 minimum wall during documentation review.
a 5.5.4 Surface of welds l (5F) i A. Verify surface of welds are sufficiently free of i
) overlap, abrupt ridges and ripples so proper j interpretation of radiographic and/or other required J
NDE could be accomplished, i
5.5.5 Offset of Bute Welds (5G)
] A. Verify maximum offset for finished butt welds is not greater than shown in Attachment 6.9, Table B.
B. Verify offsets within tolerances of Attachment 6.9,
! Table B have been faired to at least 3 to 1 taper ,
l over the width of the finished weld. '
5.5.6 Cracks, Lack of Fusion, Porosity, Crater cracks I (5H)
A. Verify the welds have no visible cracks, lacks of fusion or crater cracks.
B. Verify welds have no porosity or rounded indications l
which exceed the following:
j 1. Only indications with major dimensions greater
! than 1/16 inch shall be considered relevant.
I
- 12 1-.,. . _ _,,._. _ _ - , - .. _ _ _ . , , , . _ . , _ - - - -
QI-027 Rev. 3 e
() 5.0 INSTRUCTION (Cont'd) 5.5.6 Cracks, Lack of Fusion, Porosity, Crater cracks (Cont'd)
(SH)
- 2. Rounded indication with dimensions greater than 3/16 inch are unacceptable.
- 3. Four (4) or more rounded indications in a line separated by 1/16 inch or less from edge-to-edge are unacceptable.
- 4. Ten (10) oc more rounded indications in any six (6) square inches of surface with the major dimension of this area not to exceed six (6) inches with the area taken in the most unfavorable location relative to the indications being evaluated are unacceptable.
5.5.7 Welder ID Symbol (51)
A. Determine if welder symbol is marked and record such on Attachment 6.10 for later document review.
Identify the welder symbol (s) by placing "(I)" after j the welder symbol.
, 5.5.8 Rust (Stainless Steel Only)
) (5J)
A. Record and identify on Attachment 6.22 the location of any rust which has developed on welds.
B. Record and identify the location of any rust which has developed on the material within 2 feet on either side of the weld (s) being reinspected. Use Attachment 6.22.
5.6 Support Wells (NF) (Note 32) 5.6.1 Location, Size and Profile (Note 36)
(6A)
- (6B) A. Verify welds are located as shown on drawings.
l (6C) Record any welds that are in addition to those specified on the drawings. (Attachment 6.6)
B. Verify weld size
- and length meets or exceeds the minimums specified. For fillet welds, refer to Attachment 6.7 (Note 13, 21, 22, 23, 27)
- For bevel welds the size is verified by assuring the joint is welded flush.
4 5.6.2 Butt Weld Reinforcements (6D)
) A. Verify height of reinforcement on each face of butt
-' weld does not exceed the value specified in Attachment 6.8 (Note 15, 24) 13
QI-027 Rev. 3 O 5.0 INSTRUCTION (Cont'd)
U 5.6 Support Welds (NF) (Cont'd) 5.6.3 Undercut (6E)
A. Verify undercut does not exceed 1/32 inch.
5.6.4 Surface of Welds (6F)
A. Verify surface of welds are sufficiently free of overlap, abrupt ridges and ripples so proper interpretation of radiographic and/or other required NDE could be accomplished.
5.6.5 Offset of Butt Welds (6G)
A. Verify maximum offset for finished butt welds is not greater than shown in Attachment 6.9, Table A.
B. Verify offsets within tolerances of Attachment 6.9, Table A have been blended uniformly over the width of the finished weld.
5.6.6 Cracks, Lack of Fusion (6H)
A. Verify no lack of fusion or cracks are visible and that there are not any linear indications in excess of 1/16 inch.
5.6.7 Welder ID Symbol (6I)
A. Determine if a welder symbol is present (do not remove paint) and record on Attachment 6.10. This information is required for document review only and has no accept / reject criteria.
5.7 Concrete Expansion Anchors (HILTI) (7.0) 5.7.1 Size / Length (7A)
A. Verify anchor bolt size. This can be accomplished by l using a gauge or rule to distinguish nominal diameter sizes ranging between i and 1-1 inch diameter in increments of 1/8 inch.
B. Verify anchor bolt length and type by the letter designation stamped on the top of the bolt (Attachment 6.15); remote paint if necessary. Super kwik bolts are identified by a star in addition to the letter designation.
NOTE: Hilti and Super-Kwik Hilti bolts 19 inches and longer may be stamped with numbers to indicate length.
14
QI-027 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.7 Concrete Expansion Anchors (HILTI) (Cont'd)
C. If length identification is not verifiable or visible, an ultrasonic examination shall be performed in accordance with Procedure QI-QAP-10.2-4B, Rev. 3 Brown & Root shall perform the ultrasonic examination and shall provide a copy of the results to the inspector for inclusion in the Verification Package. Once ultrasonic examination is complete, record actual length on inspection checklist, and initiate a deviation report.
5.7.2 Embedment Length (7B)
A. Verify that the Hilti anchor bolt embedment plus the nut thickness (from Attachment 6.15) for the anchor being measured is not less then the "Embedment Length" or " Minimum Embedment Length" identified on the drawings; or lacking such information the
" Minimum Embedment" identified on Attachment 6.15.*
B. Determine the Hilti anchor bolt embedment by measuring the projected length of the anchor bolt from the structural concrete ** surface. Subtract the O anchor projected length from the designated anchor length to arrive at the Hilti anchor bolt embedment. '
The designated anchor length is that shown on Attachment 6.15, unless the stamp is indistinguishable in which case the U.T. recorded length should be used.
- NOTE: When the letter designation stamped on Hilti bolt is not identified by Attachment 6.15 the Hilti bolt attributes regarding length of Hilti's can conservatively be inspected by using Attachment 6.25.
- NOTE: In floor and roof areas where topping has been placed, the thickness of the topping shall be taken into account in determining the i projected length. In these areas the i thickness of the topping shall be added to the
- measured projected length taken from the
- concrete surface. The inspector shall ensure i
that a measurement for topping is provided in the inspection package for all floor or roof j slabs. This value may be " F if the floor or 2
roof has been monolithically placed.
lO t 15
QI-027 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.7 Concrete Expansion Anchors (HILTI) (Cont'd) 5.7.3 Anchor Bolt Spacing (7C)
A. Verify for each Hilti, center-to-center spacing of adjacent anchors of the same size (not on the same attached fixture) is not less than 10 anchor diameters unless specified on DWG/ CMC. For unequal sized bolts, the minimum spacing (unless shown on DWG/ CMC) is as shown on Attachment 6.16.
B. Verify spacing of each Hilti to existing Richmond inserts, concrete edges, abandoned holes, Hilti anchors or embedded anchor bolts that have been cut off meet the minimum spacing requirements specifie,d in Attachment 6.17 unless shown on Design Documents.
NOTE: Any items covered by baseplate equipment base will be checked by document review.
C. Verify that the minimum distance of each Hilti anchor to any adjacent embedded plate meets the following requirements of Attachment 6.18.
- 1. Attachments located within 12 inches of a Hilti anchor bolt shall have spacing as shown on Attachment 6.18.
- 2. For embedment plates without any attachment within 12 inch clearance distance, the anchor may be as close as practical to the edge of the plate without damage to the plate.
5.7.4 Anchor Bolt Angularity (7D)
A. Verify each Hilti anchor installed has its long (longitudinal) axis within 6' from the perpendicular of the surface it is set into. Attachment 6.19 gives inspection requirements.
5.7.5 Concrete Damage (7E)
A. Verify structural concrete surrounding the fixture is
- not broken or spalled as a result of installing the i Hilti anchor. If spalling exists, verify the depth does not exceed the following:
1 16
QI-027 Rev. 3 O)
( 5.0 INSTRUCTION (Cont'd) 5.7 Concrete Expansion Anchors (HILTI) (Cont'd)
Maximum Acceptable Hole Size Spall Depth
- 5/8 inch and under i inch 3/4 inch to 11 inch inclusive 3/4 inch
- If the area in question includes a 2-inch topping the maximum spall depth may be increased to the depth of topping.
5.7.6 Anchor Bolt Nut Engagement and Bearing (7F)
A. Verify nut of each Hilti anchor has proper engagement such that the end of the anchor bolt is not lower than the top of nut, unless otherwise shown on DWG/ CMC.
B. Verify nut and washer of each Hilti anchor has proper bearing and that a minimum of one washer (standard or plate) has been provided. The washer shall
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completely cover the hole in the base plate. A bevel gauge shall be used for determining if the gap is less than 1:20 (Attachment 6.20).
C. Verify that no visible weld has been made to anchor bolt or nut.
D. Verify nut for each anchor has not bottomed out. Use thread length in Attachment 6.15 and measured projection to determine acceptance.
5.8 Component Support Catalog Items (Attachment 6.21, 6.23, Note 25) 5.8.1 Sway Struts (Note 5)
(8A)
- 1. Hardware Verify sway strut assembly contains all of the necessary hardware as follows:
A. Rear bracket (building attachment portion of the strut)
NPSI - Includes bracket, connecting pin, bearing spacers and two cotter keys. (Notes C) 6, 8)
ITT Grinnell - Similar to NPSI except the connecting pin may be secured with locking rings rather than cotter keys.
17
. _- _- - - - - - _ - _ - = - . _ . _ _ _ -
1 i
QI-027 Rsv. 3 5.0 INSTRUCTION (Cont'd) 5.8 Component Support Catalog Items (Cont'd)
B. Strut Clamp (Notes 6, 7, 8)
NPSI - Includes the clamp halves, two
', identical stud or bolt assemblies, clamp spacer, connecting pin, bearing spacers and two cotter keys.
l
! ITT Grinnell - Similar to NPSI except that the l connecting pin (clamp load stud) is threaded on both ends and is secured with nuts.
- 2. Rear Bracket Orientation Verify the rear bracket lugs are oriented in accordance with the design drawing.
- 3. Angularity
- Verify strut is installed i I degree of angle shown on DWG/ CMC for Unit 2 or 15 degrees for Unit 1 and 4
Common.
. () 4. Spherical Bearing Verify spherical bearing has not become dislodged and is free of extraneous material.
- 5. Eye Rod Threads Verify exposed eye rod threads are free from extraneous material with the exception of paint.
- 6. Eye Rod Thread Engagement i
Verify eye rod thread engagement through the sight.
hole or by star stamp. The star stamp (5 or 6 pt.)
- indicates upset threads.
4
- 7. Eye Rod Jam Nut j Verify eye rod jam nut (1 on NPSI and 2 on ITT
- Grinnell) are snug tight. (Note 3, 20)
- 8. Binding / Offset Verify eye rod ends are free of binding within the ,
clamp and/or bracket. Maximum allowable offset is 5 t degrees or that shown on DWG/ CMC.
I 18
., . - - ~ . . . .. - - . . .. . .- - - . . - _ . . - - .- -
, QI-027 Rev. 3 I.
5.0 INSTRUCTION (Cont'd)
(}
5.8 Component Support Catalog Items (Cont'd)
- 9. Fasteners 4
! Verify all fasteners, spacers and cotter pins are in j place and secure..
- 10. Bearing Spacer (s)/ Vertical Load Pin s
Verify when strut pin is installed in the vertical
- position and only one spacer is in place, the spacer j is on the bottom.'
i
- 11. Bearing Spacer (s)
!" Verify rear bracket / pipe clamp has installed bearing j spacers. It is acceptable to have one spacer. The resultant gap shall be less than the thickness of the i -
thinnest installed spacer. (Note 6) 4 l 12. Torque of Load Stud 1
j Verify torque of load stud jam nut (where provided),
using a calibrated torque wrench, as follows: (Note
SSC Size 06 08 10 14 20 24 36 Lock Nut Torque 15 40 80 170 520 1000 3300 (FT-LBS) r i Western Pipe Clamps '
l Torque Values are listed on DWG/ CMC i
j 13. Parallelism Verify pipe clamp halves are parallel. For
- acceptance criteria see Attachment 6.12. Measure and record the dimensions shown on Attachment 6.12.
I
- 5.8.2 Low Friction Bearing Plates l
(8B)
- 1. Location i Verify low-friction bearing plates are installed in i
the location shown on DWG/ CMC.
i ,
4 2. Plate Type f Verify Lubron AE-40 or AE-30 plate is used for i supports in the reactor building.
i i 19 a
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QI-027 Rsv. 3
% 5.0 INSTRUCTION (Cont'd) 5.8 Component Support Catalog Items (Cont'd)
- 3. Lubricant Verify machined surface is evenly coated with lubricant. (This is approximate; do not use measuring device. Visual inspection only).
- 4. Corners Verify for plates which have rounded corners that the radius does not penetrate the bonded lubricant.
5.9 Modified Component Support Catalog Items (9.0)
Using weld inspection criteria in Section 5.6 of this QI, perform the following inspections: (Note 38, 39)
A. NPSI Sway Struts (9A)
- 1. Adjustable Sway Struts (i)
, For NPSI Adjustable Sway Struts verify the following fillet weld sizes are met as a minimum:*
Strut Size 06 08 10 12 14 20 24 36 Weld Size 3/16" 3/16" 3/16" 1/4" 1/4" 5/16" 3/8" 5/8"
- Weld sizes are the minimum, but need not be larger than the thickness of the collar.
- 2. Fixed Sway Struts (ii)
For NPSI Fixed Sway Struts verify the following fillet weld sizes are met as a minimum:*
Strut Size SRF-06 SRF-08 SRF-10 SRF-14 SRF-20 SRF-24 SRF-36 Weld Size 3/16" 3/16" 3/16" 1/4" 5/16" 3/8" 5/8" r
- Weld sizes are the minimum, but need not be larger than the thickness of the collar.
O 20
-- ,. , - ,- - . . , , , .,--g. . . . . - . -
QI-027 Rsv. 3 5.0 INSTRUCTION (Cont'd) 5.9 Modified Component Support Catalog Items (Cont'd)
B. ITT Grinnell Sway Struts (9B)
For ITT Grinnell Sway Struts verify the following fillet weld sizes are met as a minimum:*
Strut Size A-C 1-3 4-6 7 8 Weld Size 3/16" 5/16" 3/8" 5/8" 3/4"
- Weld sizes are the minimum, but need not be larger than the thickness of the collar.
NOTES:
- 1. U-Bolt type support shall mean strut or frame utilizing a U-Bolt.
- 2. DELETED
- 3. Snug tight is the tightness attained by a few impacts on an impact wrench or the full effort of a man using an ordinary spud wrench.
I \ 4. In order to verify torque, the load nut must be held in place and
-- torque applied to jam nut.
- 5. On dual strut installation, inspector shall identify struts and associated components with an A and B when referencing inspection results.
4
~
- 6. If there is more than one spacer thickness used, or if the spacer thickness is not in accordance with Attachment 6.14, record the thickness of each installed spacer and the resultant gap on Attachment 6.14. Record the resultant gap to the nearest 1/32" on Attachment 6.14.
- 7. The support may utilize a second rear bracket as a pipe attachment instead of a pipe clamp.
- 8. 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, but only large enough to remain in place after opening.
- 9. HFT is Hot Functional Testing. .
- 10. Where Bill of Material gives letter designations for component parts, refer to Attachment 6.21 for description and dimensions.
21 7,
,,b.--_ . , . . - . , , . _ . . . - - _ _
QI-027 Rev. 3
() NOTES (Cont'd) 11.
~
If additional space is required in the remarks column of Reinspection Checklist, use Attachment 6.2.
- 12. When measuring weld dimensions during course of inspection, such dimensions should be determined as accurately as is practically achievable using standard weld inspection tools. (NB, NC, ND, NF)
- 13. Single flare bevel and fillet (non-continuous, single sided) welds are exempt from length inspection as weld length required cannot be
~
determined from design drawings.
This covers those welds described above which may or may not require weld wrap around. Types of connections involved includes tube steel to tube steel ar.d tube steel to structural members (plate, wide flanges, etc.).
,For those types of welds and connections described above, the inspector shall indicate in the remarks column for the decision point " size" that " Length of wrap-around welds is exempt - see QA/QC PDR 4."
Should the component support structure contain only single flare bevel and fillet (non-continuous, single sided) welds; then there O is no accept / reject criteria for weld length. In addition to referencing QA/QC PDR 4 in the remarks column, a note stating that "No length criteria given for support welds" shall also be applied.
- 14. Deleted
- 15. The surface of the reinforcement of butt welded joints may be flush with the base material or may have uniform crowns.
- 16. 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.
- 17. Integral attachment is defined as that portion of a component support which is welded to, cast or forged integral with a pressure retaining component. (NF-1131.2 and NF-3128.1)
- 18. Threaded engagement as applied to Richmond inserts is measured from the face of the insert washer into the insert.
- 19. Acceptable thread engagement of a standard nut used as a jam nut is a minimum of 75% of the standard nuc depth.
- 20. ONLY ON BOLTED CONNECTIONS WHICH HAVE NOT BEEN PAINTED.
O 22
l QI-027 Rev. 3 NOTES (Cont'd)
- 21. For fillet welds on skewed angles greater than 135', the inspector shall not be concerned with weld size, unless machining is called for. In this case, the weld is considered a normal fillet weld and must meet the size required on the drawings.
- 22. For fillet welds on skewed angles between 60 and 135*, the weld size is shown on the drawing by verifying that "s" dimension shown in Attachment 6.21.
- 23. For fillet welds on skewed angles between 45 and 60*, not inclusive, the weld size "s" shall be verified by measuring the "d" dimension as shown in Attachment 6.21.
- 24. 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.
- 25. Use Attachment 6.21 for NPSI component support catalog items. For Western Pipe Clamps, refer to DWG/ CMC for complete details. Use Attachment 6.23 for ITT Grinnell component Support catalog items (Unit 1 and common only). ITT Grinnell components used in Unit 2 shall be detailed on the DWG/ CMC.
f-~ 26. Measurement shall be from top to bottom and from side to side. A
( U-Guide shall mean a U-Bar or U-Bolt used a a guide on a rigid frame. Clearances should be specified on drawing.
- 27. 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 Attachment 6.21.
- 28. The inspection attribute number from the checklist is shown in ;
parenthesis adjacent to the appropriate inspection requirement, i
- 29. Inaccessible items shall be indicated in the remarks column of Reinspection Checklist.
- 30. In the course of inspection the inspector shall note any item not covered by reinspection / verification which appear cut of the ordinary as related to the construction of the inspected item or i surrounding area. Note such in the remarks column of inspection
! checklist and initiate an Out-Of-Scope Observation. This observation shall be listed on the package Table of Contents and
! stored with the package in records.
i O
l l 23
QI-027 Rav. 3 NOTES (Cont'd) _
x
- 31. Prior to start.of inspection, assure that welds are clean of any paint or foreign material which would impede an adequate visual inspection.
When it is necessary to measure weld dimensions during the course of an inspection, such dimensions should be determined as accurately as is practical using standard weld inspection tools.
- 32. Prior to start of inspection, assure that welds are clean of any foreign material which would impede an adequate visual inspection.
Coatings need not be removed unless an inspector feels that due to excessive and/or uneven coating application he is unable to provide an adequate inspection of the weld. Then he shall contact the Level III Inspector and with his concurrence only then may the coating be removed.
When it is necessary to measure weld dimensions during the course of an inspection, such dimensions should be determined as accurately as is practical using standard weld inspection tools.
- 33. Inspector shall record the Tool Code (Attachment 6.4), serial number, calibration due date as applicable on Attachment 6.3.
(Where not applicable, enter N/A.)
O 34. Dimensions shall be measured to the nearest 1/16", unless otherwise specified.
- 35. Angles shall be measured to the nearest degree.
- 36. Type 2 skewed welds need not be inspected for size and profile.
(Attributes 6B & 6C)
- 37. Where two or more rear brackets are used, the inspector shall identify the brackets by the item number shown on the Bill of Material, followed by A, B, C, etc. Record the applicable information on Attachment 6.14.
- 38. The inspector shall inspect all welds delineated in this section as j applicable to the modified component supports. The individual field welds made are not readily identifiable so vendor as well as field welds shall be subject to the same reinspection.
- 39. Where a deviation exists, the Inspector shall include in the Description of the Deviation Report the location of the deviation (i.e. identify which end of the component , use a sketch if required).
i 24
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. _ _ . . _ . . - _ _ . . . _ - . _ - . _ _ . . ~ _ _ _ _ _ _ . - - _ . _ _ _ _ . _ - . _ _ _ _ - - - . _ _ _ __
i i i QI-027 l i- Rev. 3 1 Page 1 of 1 5
L Table 5.3-1 4
l Min. Edge !
i Bolt'Dia. Distance i i.
1 3/8" 9/16" i
i 1/2" 3/4" l 1 -
1 .
j 5/8" 7/8" l
4 3/4" 1" l r
1" 1 1/4" I
1 1/4" 1 5 /8'.'
)
{.- 1 1/2" 1 7/8" ,
t i i
1.3/4" 2 3/16" 4 i
.c 2" 2 1/2" i j i I t t
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l l
QI-027 !
Rev. 3 I I
i 6.0 ATTACHMENTS :
6.1 Reinspection Checklist 6.2 Supplemental Remarks 6.3 Inspection Tools Used 6.4 Inspection Tools and Codes l 6.5 Bolt edge distance 6.6 Additional Welds 4
6.7 Fillet Weld Size ,
6.8 Butt Weld Height Reinforcement 6.9 Butt Weld Offset 6.10 Welder Identification a
6.11 Material Identification 6.12 Pipe Clamp Halves Parallelism
() 6.13 Intentionally Left Blank 6.14 Bearing Spacer Gap (informational) 6.15 Hilti Anchor Designation and Setting Requirements 6.16 Minimum Spacing Between Hilti Expansion Anchors 6.17 Minimum Anchor Clearances 6.18 Minimum Clearances to Embedded Plates 6.19 Anchor Angularity 6.20 Nut Bearing 6.21 Typical Inspection Drawings 6.22 Location of Rust 6.23 ITT Grinnell Component Standard Supports 6.24 Standard Marking / Standard Bolting Components 6.25 Hilti Length Identification System 26
1 1
Attachment 6.1 QI-027 Rev. 3 Page 1 of 3 D
COMANCHE PEAK RESPONSE TEAM CHECKLIST
-POPULATION DESC VERIFICATION PKG No.
I.ARGE BORE PIPE SUPP-RICID I-S-LBSR- 0F L QUALITY INSTRUCTION Q1-027 Oizt=5'<c'to" O curt i EQUIFidai NARK / TAG NO.
C DOCUMINTATION REVIEW [ UNIT 2 O cowMon VERIFICATION AmIm ACCEPT REJECT DATE
- 1. _ Identification
- 2. Location and Orientation tn"
- 3. Configuration A. Components B. Materials N/A N/A For information only C. Installation ,
D. Clearance i
E. Grouting of d Baseplates/ Floors F. Grouting of Baseplates/
Walls & Ceilinas
- 4. Bolting A. Engaaement B. Surface Contact C. Richmond Insert D. Lockins Devices E U-Bolts F. Torque G. Edge Distance N/A N/A Por information only H. Grout-In Anchors
- 5. Integral Attachment Welds A. Location B. Size C. Profile D. Beinforcement E. Undercut u=
F. Surface Condition PREPARED ST:
APPROVED BY DISCIPLINE ENGR. DATE Lasru.A w BT: LEAD DISCIPLINE ENGR. DATE APiiuv a BY:
Lasru. auk DATE LEAD INSPECTOR DATE CPP-007.lA. Revision 0 0
Attaciunsnt 6.1 QI-027 g Rev. 3 (v I COPECKE ?!AK RES?aNSE !D3 CHECKL;ST 20?'.LA!;0N DESC .Eg;TICA!;CN ?KO N0.
LARGE BORE PIPE SL*PP-RIGlD I-S-LBSR- ? AGE 2 0F 3 VERITICAT;0N ACCEPT REJECT DATE REP. ARKS
- 5. Integral Attachment Welds (Cont'd)
C. Offsets H. Cracks / Fusion I. Walder ID N/A N/A For Information Only J. Rust
- 6. Support Welds (NF) ,
A. Location :
B. Size C. Profile D. Reinforcement E. Undercut F. Surface G. Offsets j- s H. Craska/ Fusion I. Welder ID N/A N/A For Information only
- 7. Concrete Expansion Anchors A. Size / Length B. Embedaent Length C. Bolt Spacing D. Angularity E. Concrete Damage F. Nut Engagement /
Bearing
- 8. Component Support Catalog Items A. Sway Strut i
- 1. Hardware
- 2. Rear Bracket Orientation j 3. Angularity i
- 4. Spherical Bearins
! 5. Eye Rod Threads l 6. Eye Rod Thread l Engagement I
- 7. Eye Rod Jan Nut
- 8. Binding i
- 9. Fasteners l
- 10. Bearing Spacer (s) l / Vertical Load 1
Pin .
> 11. Bearing Spacer (s) l 12. Torque
'2?*MI ' 3. Ed'?!J 130
(>
! . ')
2
Attactunant 6.1 QI-027 Rev. 3
/~m U
CHICIL;3*
!GP'.'LA!!;N DESC 'JIR;7;CA :GS ?K; So.
LARCE BORE PIPE SUPP-RIC1D I-S-LBSR- ?AC 3 or 3
'IIR;I1CA!!0N I AT*2:3C*I RcdJLES ACCIP.. RIJECT DATE
- 8. Component Support
- Catalog Items (Cont'd)
- 13. Clamp Halves B. Low Friction Bearing Plate
- 1. Location
- 2. Plate Type - .
- 3. Lubricant
- 4. Corners
- 9. Modified Component Support Catalog Items A. NPSI Sway Struts '
- 1. Adjustable S t ru t s(i)
Wald Size
' Profile Per 5.6.1
\,,/ Per 5.6.2 Reinforcement Undercut Per 5.6.3 Per 5.6.4 Surface of Wald offset Per 5.6.5 Cracks Lack of Per 5.6.6 Fusion
- 2. Fixed Sway Struts (11)
Weld Size Profile Per 5.6.1 Reinforcement Per 5.6.2 Undercut Per 5.6.3 Surface of Wald Per 5.6.6 Offset Per 5.6.5 Cracks Lack of Fusion Per 5.6.6 B. ITT Grinnell Sway Struts Weld Size Profile Per 5.6.1 Reinforcement Per 5.6.2 Undercut Per 5.6.3 Surface of Weld Per 5.6.4 offset Per 5.6.5 Cracks. Lack of Fusion Per 5.6.6 d
--, , . . . . . . 4 s3- ,3, .
i 3
- ~ . . . - .. .
Attachment 6.2 QI-027 Rev. 3 Page 1 of 1 SUPPLEMENTAL REMARKS VERIFICATION PACKAGE NO. I-S-LBSR 1
i ATTRIBUTE (NO./ DESCRIPTION) REMARKS 4
d 6
4 I
t 4
a j
, _ _ _ _ , _ , . _ _ , - .- - - . . - -,--- = -- - - - --- -- - - - ' -
Attachmant 6.3 QI-027, Rev. 3 Verification Pkg. No. I-S-LBSR- Page 1 of 3 INSPECTION TOOLS USED ATTRIBUTE TOOL CODE (s) SER. #/CALIB. DUE DATE
- 1. Identification
- 2. Location & Orientation
- 3. Configuration
, A. Components
- B. Materials 1
- C. Installation I
j D. Clearance E. Baseplates
- 4. Bolting A. Engagement B. Surface Contact C. Richmond Insert D. Locking Devices E. U-Bolts F. Torque G. Edge Distance H. Grout-In Anchors
- 5. Piping Welds A. Location i B. Size C. Profile D. Reinforcement E. Undercut F. Surface Condition G. Offsets H. Cracks / Fusion I. Welder ID J. Weld Rust Inspector Date i
Attachm:nt 6.3 QI-027, Rav. 3 Verification Pkg. No. I-S-LBSR-INSPECTION TOOLS USED O' ATTRIBUTE TOOL CODE (s) SER. #/CALIB. DUE DATE
- 6. Support Welds A. Location B. Size C. Profile D. Reinforcement E. Undercut F. Surface Condition G. Offsets H. Cracks / Fusion l I. Welder ID
- 7. Concrete Expansion Anchors A. Size / Number B. Embedment Length
/"'N C. Bolt Spacing
-- D. Angularity -
E. Concrete Damage F. Nut Engagement / Bearing
- 8. Component Support Catalog Items
- A. Snubber 4
B. Sway Strut
, C. Spring Can/ Constant Support D. Low Friction Bearing Plate
- 9. Modified Component Support Catalog Items A. Weld Size B. Profile C. Reinforcement D. Undercut E. Surface of Weld l
/" F. Offset
! G. Cracks, Lack of Fusion j Inspector Date 2
Attachmsnt 6.4 QI-027 Rev. 3 Page 1 of 1
-. p.
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 GAGE DF DRY FILM THICKNESS GAGE FG FEELER CAGES FL FLASHLIGHT FM FIBRE METAL FILLET GAGES GG GAL FILLET GAGES HL HI-LOW GAGE MG MAGNIFYING GLASS MI O MM MICROMETERS MIRROR MN MAGNET PB PLUM BOB PR PROTRACTOR SC SLIDE CAUPER SR 6" RULE ST STEEL TAPE MEASURE TG TAPER CAGE l TW TORQUE WRENCH t
j- UD UNDERCUT GAGE (DIAL)
UP UNDERCUT GAGE (PIT)
VC VERNIER CALIPER
, VT INSPECTION l
O
Attachmsnt 6.5 QI-027 Rev. 3 VERIFICATION PACKAGE NUMBER I-S-LBSR-HANGER MARK NUMBER / DRAWING NUMBER BOLT EDGE DISTANCE (Informational)
BOLT DIAMETER (inches) EDGE DISTANCE (inches) i 4
4 4
4 O
1 e
3 Inspector Date 4
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! QI 027.4, Revision 0
Attachmsnt 6.6 QI-027 Rev. 3 Page 1 of 1 Ib %)
COMANCHE PEAK REVIEW INSPECTION CHECKLIST VERIFICATION PACKAGE NO. I-S-LBSR-
, HANGER MARK NO.
ADDITIONAL WELDS I
l 1
}
i l
4 1
j Inspector Date J
4 4
i 0 ,
i i
l QI-027.5, Revision 0
Attachment 6.7 QI-027 Rev. 3 Page 1 of 1 FILLET WELD SIZE
~
SutFACE OF g -[ VERTICAL MEM8ERS CONVEX FILLET WELO g CONCAVE
/ FILLET SIZE OF
" *E SURFACE OF WILO / HORIZONTAL MEMBERS \ -
i TIEORETICAL THRCAT eszt CF WELD EDUAL LEG FILLET WEl.D le0TE: THE " SIZE" 0F AN EQUAL LEG FILLET WCLD IS THE LENGTH OF THE LARCEST INSCRIBED RIGHT ISOSCELES TRIANGLE. THEORETICAL THROAT *0.7 a SIZE.
SURFACE OF VERTICAL MEMBERS yg o CONVEX FILLET WELD FILLET SIZE OF SURFACE OF' WELO [ HORIZONTAL MEM8ERS \ ' b.
\ I I d THEQRETICAL THROAT -
UNEQUAL LEG FILLET WELD NOTE: FOR UNEQUAL LEG FILLET WELOS, THE SIZE OF THE WELO IS THE LES LENGTH 5 CF THE LARGEST AIGHT TRIANCLE WHICH CAN SE INSC:ll8ED WITHIN THE FILLET WELO CROSS,SECTION.
FIG. NF 44271 SIZE OF FILLET WELDS CONCAVITY If the profile of the fillet veld is concave, verify the minimum theoretical throat per the table below is attained.
l Fillet Size (s) Minimum Theoretical Throat i
1/8" 0.088" (*3/32) 3/16" 0.133" (*5/32)
- 1/4" 0.177" (*3/16) 5/16"
O.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)
O 7/8" 1"
0.617" (*5/8) 0.707" (*23/32)
- denotes conversion
Attachment 6.8 QI-027 Rev. 3 Page 1 of 1 O
COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST BUTT WELD HEIGHT REINFORCEMENT FIPINC ,
For double velded butt. joints and single welded butt joints the reinforcec:ent 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 3/16. 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 veld in inches.
i REINTORCEMENT OF BUTT WELDS (HF)
The height of reinforcement on each face of the veld shall not exceed the following thickness:
Maximum f Fominal Thickness Reinforcement l Inches l Inches i
Up to 1. incl. 3/32 over 1 to 2. incl. 1/8 over 2 to 3. incl. 5/32 over 3 to 4. incl. 7/32
- Over 4 to 5. incl. 1/4 over 5 5/16 0
Attachment 6.9 QI-027 Rev. 3 Page 1 of I COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST TABLE A MAXIMUM ALLOWAllLE OTTSET IN TINAL WELDED JOINTS Section Thickness Direction of Joints In inches Longitudinal Circutferential Up to 1/2, incl. 1/4t 1/4t
.. Over 1/2 to 3/4 Incl. 1/8 in. 1/4t over 3/4 to 1-1/2, Incl. 1/8 in. 3/16 in Over 1-1/2 to 2, incl. 1/8 in. 1/8t 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.
N I
TABLE B l
MAXIMUM AL'.0WABLE OTTSET IN TINAL BUTT WELDED JOINT 3 Section Thickness Maximum Allowable Inches Offest Up to 3/4, incl. 1/4t*
Over 3/4 3/16 inc.
- t = nominal thickness of the thinner section of the joint.
l l
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-- _ ___ _____ . . . . . _ _ . . . . . . _ . _ - . . _ _ . . _= . - _ _ . . _ . _ _ _ . _ . - . . . __ - . _ . _ .
i 1
Attachmant 6.10 QI-027 Rev. 3 Page 1 of 1 J
COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST 1
j WELDER IDENTIFICATION i
VERIFICATION PACKAGE NO. I-S-LBSR-i' HANGER MARK NO.
i i
WELDER IDENTIFICATION i.
4
(
,i i
1 1
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l 4
1 t
4-i lJ t
i '
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' I Inspector Date 4
) QI-027.6, Revision 0
. - -. . - - . -. . ~ . . _ . . - .. . . . .-.
Attachmsnt 6.11 QI-027 Rev. 3
, Page 1 of 1 f
COMANCHE PEAK REVIEW TEAM
- INSPECTION CHECKLIST VERIFICATION PACKAGE NO. I-S-LBSR-HANGER MARK NO./ DRAWING NO.
3 4
MATERIAL IDENTIFICATION i
ITEM NO. DESCRIPTION IDENTIFICATION INFORMATION i
N i
!O i
i f.
1 l
l O
INSPECTOR DATE
I Attachment 6.12 I QI-027 Rev. 3 Page 1 of 1 COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST VERIFICATION PACKAGE NO. I-S-LBSR-HANGER MARK NO./ DRAWING NO.
PIPE CLAMP HALVES PARALLELISM ENTER ALL DIMENSIONS, TO NEAREST 1/16", IN INCHES 1 2 3 S1 S2 A S1 and S2 Dimensions are taken at O. B opposite sides of the clamp.
- Comments:
i "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 not be more than 1/16" out of parallel from side to side at points 1, 2 and 3 to be acceptable.
4t cowit8 'S W'O P'w) 2(AT Wo op nwe) 1 (a asae op eawp)-- i
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___ O l _
2 INSPECTOR DATE I
L
Attachment 6.13 QI-027 Rev. 3 Page 1 of 1 i
l 4
i f
THIS PAGE INTENTIONALLY LEFT BLANK i
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i Attachmant 6.14 QI-027 l COMANCHE PEAK REVIEW TEAM Rev. 3 INSPECTOR CHECKLIST Page 1 of 2
]
l VERIFICATION PACKAGE NO. I-S-LBSR-HANGER MARK NO./ DRAWING NO.
STRUT SERIAL NO.
SPHERICAL BEARING GAP - SWAY STRUTS !
Item #
REAR BRACKET AND BEARING (See Note 37)
(Building Attachment End)
SPACER NUMBER OF SPACERS INSTALLED ON EACH NOMINAL SIDE OF SPHERICAL BEARING THICKNESS SIDE G SIDE G2
-e,
=== gg G1- E Strut
< m
- RESULTANT GAP =
y- 2 -
i
- NOTE: G1 + G2 = RESULTANT GAP I
Item #
% $p4CGP REAR BRACKET / PIPE CLAMP AND BEARING (See Note 37) h (Clamp Attachment End)
Spherical \
Bearing
\ SPACER NUMBER OF SPACERS INSTALLED ON EACH
\
\\\\ NOMINAL THICKNESS S_IDE OF SPHERICAL BEARING SIDE G SIDE G2 Bracket or Pipe Clamp
- RESULTANT GAP =
0 Inspector Date i
QI-027.9, Revision 0
l Attachmsnt 6.14 QI-027 Rev. 3.
i
, COMANCHE PEAK REVIEW TEAM INSPECTOR CHECKLIST j l
i VERIFICATION PACKAGE NO. I-S-LBSR-1 HANGER MARK NO./ DRAWING NO.
SPHERICAL BEARING GAP - SWAY STRUTS i
SPACER THICKNESSES i
XRB SIZE (Rear Bracket)
- SPACER THICKNESS EACH 06 1/8" 08 1/16" i
10 3/32"
- , 12/14 3/32" i
20 11/32" 24 5/16" 36 13/32" i
SPC PIPE CLAMP SIZE
- SPACER THICKNESS EACH 06 5/32" 08 3/32" l
O 10 12/14 1/8" 3/16" 20 3/8" 24 3/8" 36 1/4"
- Nominal Dimensions i
i a
1 J
!O 2
l
l Attachmsnt 6.15~ i QI-027 Rev. 3 Page 1 of 2
( HILTI ANCHOR DESIGNATION AND SETTING REQUIREMENTS Minimum Embedment (Before Torque)
Stamp on Actual Length Nut Anchor Bolts Sizes KWIK Super Kwik of Threads Thickness A. 1/4 x 1 5/8 11/8 -
3/4 7/32 B. 1/4 x 2 1/4 1 1/8 -
3/4 7/32 3/8 x 2 1/8 1 5/8 -
7/8 11/32 C. 3/8 x 2 3/4 1 5/8 -
7/8 11/32 1/2 x 2 3/4 2 1/4 -
1 1/4 7/16 D. 1/4 x 3 1 1/8 -
3/4 7/32 E. 1/4 x 3 1/2 1 1/8 -
3/4 7/32 3/8 x 3 1/2 1 5/8 -
1 1/8 11/32 1/2 x 3 3/4 2 1/4 -
1 1/4 7/16 5/8 x 3 1/2 2 3/4 -
1 1/2 17/32 F. 3/4 x 4 1/4 3 1/4 -
1 1/2 5/8
- c. 5/8 x 4 1/2 2 3/4 1 1/2
() 17/32 3/4 x 4 1/2 3 1/4 -
1 1/2 5/8 H. 3/8 x 5 1 5/8 -
1 1/8 11/32 l I. 1/2 x 5 1/2 2 1/4 -
1 1/4 7/16 3/4 x 5 1/2 3 1/4 -
1 1/2 5/8
. J. 5/8 x 6 2 3/4 -
1 1/2 17/32 1x6 4 1/2 -
2 1/4 27/32 K. - - - - -
L. 1/2 x 7 2 1/4 3 1/4 1 1/4 7/16 I
3/4 x 7 3 1/4 -
1 1/2 5/8 1x7 4 1/2 -
2 1/4 27/32
- M. - - - - -
N. - - - - -
- o. 5/8 x 8 1/2 2 3/4 -
1 1/2 17/32 j 3/4 x 8 1/2 3 1/4 -
1 1/2 5/8 P. 1/2 x 9 3 1/4 1 1/4 7/16 I
1x9 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 9 5 1/2 -
3 1/4 1 1/32
- O o. - - - - -
J i
1
-<-.,--,,-,,-,,,,n,--n -, - - , - - _ , , - - , - - - - . - - - - , , _ - - - - - . - , , - - - , - - - < , - - - - , , - - - - - , - - . - . - - , - - . - - - . . , - -
Attachmant 6.15 QI-027 Rev. 3 HILTI ANCHOR DESIGNATION AND SETTING REQUIREMENTS Minimum Embedment (Before Torque)
Stamp on Actual. Length Nut Anchor Bolts Sizes KWIK Super Kwik of Threads Thickness R. 1/2 x 10 2 1/4 -
1 1/4 7/16 3/4 x 10 3 1/4 -
1 1/2 5/8 S. - - - - -
T. 1/2 x 12 -
3 1/4 1 1/4 7/16 1 x 12 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 12 5 1/2 8 1/8 3 1/4 1 1/32 U. 1 x 13 1/2 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 13 1/2 5 1/2 8 1/8 3 1/4 1 1/32
- v. - - - - -
W. I x 15 -
6 1/2 2 1/4 27/32 1 1/4 x 15 5 1/2 8 1/8 3 1/4 1 1/32 X. 1 1/4 x 16 1/2 5 1/2 8 1/8 3 1/4 1 1/32 O y. _ _ _ _ _
Z. I 1/4 x 18 5 1/2 8 1/8 3 1/4 1 1/32 DD. I 1/4 x 22 -
8 1/8 3 1/4 1 1/32 EE. 1 1/4 x 23 -
8 1/8 3 1/4 1 1/32
- Bolts of 19-inch length and greater may be stamped with number corresponding to the bolt length in inches in the same manner instead of the stamped letters as listed above.
l I
O 2
~~
Attachmant 6.16 '
s,i QI-027 N
Rev.
Page 1 of 1 i
) MINIMUM SPACING BETWEEN HILTI EXPANSION ANCHORS *
.Hilti -
Anchor 1/4" 3/8" " ~1/2" 5/8" 3/4" 1" 1 1/4" Size Hilti Hilti Hilti Hilti Hilti Hilti Hilti 1/4 2 1/2 3 1/8 3 3/4 4 3/8 5 6 1/4 7 1/2 5/16 2 13/16 2 7/16 4 1/16 4 11/16 5 5/16 6 9/16 7 13/16 3/8 3 1/8 313/4 4 3/8 5 5 5/8 6 7/8 8 1/8 1/2 3 3/4 4 3/8 5 5 5/8- 6 1/4 7 1/2 8 3/4 5/8 4 3/8 5 5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 3/4 5 5 5/8 6 1/4 6 7/8 7 1/2 8 3/4 s 10 7/8 5 5/8 6 1/4 6 7/8 7 1/2 8 1/8 9 3/8 10 5/8 1 6 1/4 6 7/8 7 1/2 8 1/8 8 3/4 10 11 1/4 1 1/4 7 1/2 8 1/8 8.3/4 9 3/8 10 11"1/4 12 1/2 Dimension in inches. .
l
- The minimum spacing outlined in the above chart applies to Hilti anchors-detailed on i separate adjacent fixtures.
Hilti bolts details on an individual fixture drawing may have less than the minimum spacing tabulated above. , i i
i
- O
_ _ _ _ . . _ - _ . . _ _ _ _ . _ _ _ _ - _ _ . _ . _ . . _ _ _ _ . . ~ .________._..L_.___..._.________._-
Attachmsnt 6.17 QI-027 Rev. 3 Page 1 of 1
{s_,N) MINIMUM ANCHOR CLEARANCES
- MINIMUM DISTANCE TO Abandoned Hilti Anchors or Hilti Richmond Screw Anchors Concrete Edge
- Holes and Embedded Anchor Anchor Size 1-inch 1 1/2-Inch (Note 1) Bolts that are Cut Off**
1/4 7 5/8 12 1/4 1 1/4 1/2 3/8 8 1/4 12 7/8 1 7/8 3/4 1/2 8 7/8 13 1/2 2 1/2 1 5/8 9 1/2 14 1/8 3 1/8 1 1/4 3/4 10 1/8 14 3/4 3 3/4 1 1/2 1 11 3/8 16 5 2 1 1/4 12 5/8 17 1/4 6 1/4 2 1/2 O
- Measured Center-to-Center of anchors and anchor center to edge of concrete in inches.
- Minimum spacing between holes covered by this column shall be measured center-to-center and based on size of hole being drilled. (e.g., Pilot hole spacing is based on pilot bit size.)
Hilti bolts may be installed as close as practical to unused Richmond Screw Anchors which hLve been plugged (i.e., grouted, Richmond Screw-in plug or snap-in plug, etc.).
NOTE 1: Where embedded angles are used for framing water tight door or removable block wzll openings, the minimum clearance from center line of Hilti anchor to the opening edge is 5 inches + 5 times the Hilti anchor diameter.
i o
Attachment 6.18 QI-027 Rev. 3 MINIMUM CLEARANCES TO EMBEDDED PLATES' Where the embedded steel plates are occupied by attachments within minimum distances shown below, the minimum clearance to Hilti Anchors shall be as follows:
Hilti Anchor Nelson Stud Edge of Plate Size e to Hilti Anchor to Hilti Anchor 1/4 5 1/4 3 3/4 3/8 5 7/8 4 3/8 1/2 6 1/2 5 5/8 7 1/8 5 5/8 3/4 7 3/4 6 1/4 1 9 7 1/2 1 1/4 10 1/4 8 3/4 Dimensions are in inches.
Distance measured with reference to center of bolts and studs.
Where location of the nearest Nelson Stud can be determined from the "S" stamps on the embedded steel plate, the minimum center-to-center clearance to the Hilti Anchor as shown above shall govern. Where location of the nearest Nelson Stud cannot be so determined, the minimum clearance to Edge of Plate as shown above shall govern.
- fmbm:t.dds 4 _
P/44 4+faJmof5 h
?
fi w -,w w~-
/ .
ps_
l C) #a ~r x .
Attachment 6.19 QI-027 l Rev. 3 l
, ANCHOR ANGULARITY ANGLE GREATER THAN O' :
y /. ANCHOR IS LESS THAN 6
- OUT OF PLUME . {
PLUMENESS GAGE * .
t l
STAMP ON -
6* SUF. FACE OF M '
ANCHCRED PLATE I
T r > '\c ,
s I
\f / I M*
\ ' SPACER PLATES
/
\ l l 1
l l
! I i
l l
O
- Use this or other acceptable devise in determining acceptable angularity. l l
[
.. - ~ . . - . . . . . ...... .-. - ,------. - -. ---
Attachment 6.20 QI-027 Rev. 3 Page 1 of 1 NUT BEARING EEVEL GAGE (SEE SKETCH EELow)
ANGLE GREAT.ER BEVELED WASHER THAN O* .*. CONTACT (S UNACCEPTABLE
/
/
O ~
t i GAGE FCR EACH s ,
BOLT DIAMETER 37-M, h")i,%',%",i l Vi ,
I ,,- ,
i
" ( f T&,
BO LT DI A. + b"6 aa.
W +J, ,,
O
. - -- . .. . .- . _ - . . - -- - - .. --. .. .. - ~ . . --
Attachmsnt 6.21 QI-027 Rev. 3 Page 1 of 55
) EPICAL INSPECTION DRAWINGS
. (See Note Below)
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 l Forged Eye Rod (RFE) 23 Rod with. Plate Eye (RPE) 24
Turnbuckle (RTB) 25 26 Welded Eye Rod (RWE) 27 4
Washer Plate (RWP) 28 l Adjustable Length Snubber (SMA) 29, 30, 31 Fixed Length Snubber (SMF) 32, 33, 34 Strut / Snubber Pipe Clamp (SPC)- 35, 36, 37, 38 l'
~
Strut / Snubber Riser Clamp (SRC) 39, 40, 41 Fixed Length Sway Strut (DRB) 42, 43 Adjustable Sway Strut (SRS)' 44, 45 l Shim Details 46, 47, 48 Super Stiff Pipe Clamp (SSC) 49, 50 Weld Details 51, 52, 53 Strut / Snubber Rear Bracket (SMRB, SRRB, XRB) 54, 55 i
NOTE: Where information contained on Typical Inspection Drawings differs from the QI-027 procedure, the latter shall govern.
- O 1
,--.-+n,w--- -_m ---e .-,,,,-,,,w. . er, , , , .--,-~,.,m-------n--.,-,--r-,-,--,,, ce-, -w e r -e -. n n.,,-w e r,~.--re.~,-r-e,-,-w - - - . -en,.--,v-*~<
- --.-.--. . Attachment 6.21 QI-027 Rev. 3
. p' MATERIAL:
0 *-5 (r - ') saa SOLT ASME SA-36 AS M A307, SA-307
- =$ NUT ASTM A-563 Crade A
.g g . . . _ . . _ . . .. :.g.n FIN ASME SA-M tfr~1 *g " -
" . ,Q.J g..e ...
" ROD SIZE CATALOC CODE BOLT SIZE STOG SIZE (58U) t(TN) ! 1/16 (BSD) 3(IN) 1/16 (See Note 1) ,S(IN) (See tfote 2) 03 3/8 03 1/2 2 a 1/4 06 1/2 04 5/8 2 s 1/4 05 5/8 05 3/4 2 a 1/4 06 3/4 06 7/8 2 1/2 a 3/8
- , - 07 7/8 07 1 21/2 a 3/8 08 1 OS 1 1/8 3 a 1/2 Of 1 1/8 09 1 1/4 3 a 1/2 m 1 1/4 10 1 3/8 4 s 5/8
- LZ 1 1/2 12 1 5/8 5 a 3/4 14 1 3/4 14 1 7/8 5 a 3/4 14 2 16 2 1/4 6 a 3/4 18 2 1/4 18 2 1/2 6 a 3/4 20 2 1/2 20 2 3/4 6 s 3/4
, NOTES
- l 13.1 1/4 and larger are pins with cetter pins.
2). Width Dia. any varv
- 1/3.
Thickness Dia any vary + 1/16.
TITI.E. TYFICAL 1.15FECTION OR.W13C This drawing is for inspection purposes only. ,
O
. . . 2. . .- ;_ .
l
' d' ,
k
. =
W - __._ ..___.- - -..-_. - _ - - - - _ - -._ __. - _ - _ A
l Attachment 6.21
' QI-027 I i
- Rev. 3 O
A - MATERIAL:
r n
_j [ _] saa ass sa l em ans sa-se
.L A t 2 ,
CAEAIAG WIE (naal B(15) I 1/16 a(131 A 1/4 .,
22 3 7 i
24 3 U4 8 26 3 U2 8 .
O =
30 4
M 4 U4 u .
M 4 U2 ,
u M 6 Mb U
. 38 5 13 -
'o s us is NOTES
- TITLE.
TTFICaL 12SPL M Sta:tt:IC .
O This drawing La for Laspecties purposes caly 'e = *
- w '" e WWWWG NQ. -
SSD/850 MEv.
0 Snt
, et, i l 3
J _ _ _ _ _ _ _ _ _ _ _ _ _
A- i
Attachment 6.21 01-027
. . . . Rev. 3
~
l
._ w -
MATERIAL: l F
l ASM SA-34 l
-8
.. u.u q i f w A' V p- "Y _, -
SWA CATALOC CODE U(Is) ! t/4 3(IN) T 1/16 BWA - 06 2 1/2 5/4 BWA - 05 2 1/2 3/4 BWA - 06 3 7/8
, SWA - 07* 3 1 SWA - 08 3 1/2 1 1/8 BWA - 09 4 1 1/4 BWA - 10 A 1/2 1 3/4 SWA - 12 5 1/2 1 5/8 SWA - 14 5 1/2 1 7/8 BWA - 16 6 1/2 2 1/4 BWA - la 6 1/2 2 1/2 BWA - 20 7 1/2 2 3/4 SWA - 22 4 3 BWA - 24 9 3 1/4 BWA - 26 10 3 1/2 SWA - 2A 10 3 3/4 NOTES:
i l
O l
l TITLE.
TYPICAL INSPECTION DRAWINC urinen i n e w r n This drawing is for inspecties purposes sely. apWWWG W . I
Attachment 6.21
- QI-027
, Rev. 3
.. n . .. . - ----..n..-.....
MATERIAL i ASTM A - 363 Crade A er
/ N A - 307
/ \
< 11
\ l 11 Wp i ,
l
- i
( ..
CATALOG CDDR WkME ACROSS FLATS (FHJ er FEN) W, (DI) A 1/16 unless neced otherwise 1/4 1/2 1 1/32 .
d 3/8 1/2 11/16 ! 1/32 '
7/8
- 5/8 1 - 1/16
. 3/4 1 1/4 7/8 1 7/14 I 1 1 $/8 1 1/4 1 13/16
. L U4 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 $/s 3 1/4 5 .
3 1/2 3 3/3 >
4 4 1/8 4 1/2 6 7/8 NOTES:
1)FHJ is approximately half the height ,,
et Fiel.
TITL E.
TYPICAL Dl5 FICTION DEAKING MEAVY MEE AND REATT JAM NUTS .
This drawing is for inspection purposes only. ORAWr4G No. AE v. 5M s ._ - __
~
l Attachment 6.21 01-027 Rev. 3 8
e . ... _..... _. ,
s l i
l l
MATERIAL :
n ASTM A - $63 Grade A
( i\
I ) w,,
/ A - 307 o -
- s. .
X FXJ .
CATALOC C00C WIDTM ACROSS FLATS (FIJ er FIN) W,(Ill) ! 1/16 unlese noted otherwise
~
1/4 7/16 T 1/32 3/8 . 9/16 1 1/32 ~~
1/2 3/4 5/8 15/16 3/4 1 1/8 7/8 1 5/16 1 1 1/2 1 1/8 1 11/16
. 1 1/4 1 7/8 1 3/8 2 1/16 1 1/2 2 1/4 1 3/4 2 5/8 2 3 NOTES :
1.) THN s.y be used in place of FIN.
2.) FMJ say be used in place of FXJ.
3.) FXJ is approziaately half the height of FXN.
TITL.E.
TYFICAL INSFECTION DRAWINC 1
urv inn tiw :tm This drawing is for inspection purposes only. ; pawing no, REv. I SMT evt /ww 0 l1 ch 6e n ~.nn (L
Attachment 6.21 QI-027 Rev. 3 0
e.e _
SEE NOTEi r e g9 0
~'
l -
I 5
L A .I
'bO' AAAX.)
A O P' TYPE I IwV
- h. 1
- v LT
'I 4 r,
--l/t.a t/Is,,
(TYPI SPRINC FuTE WELD W) 31 WJIN) 9-11 '
1/2 3/16 12-14 1/: 3/16 15-17 3/- 1/4 18-20 3/4 1/4 21-22 1 3/8 NOTE:
1)
Broken 11ae illustrates the placement of the second connecting place.
i T TYPICAL !!!SPECTION DRAW 4 his drawing is for inspection purposes only. "C"-TTPE SPRING i_
NWG No .
AE C-TY7T SPRTNC i0
Attachment 6.21
" ' QI-027 Rev. 3 b
Y e MATERIAL:
8 p_g-g
(,""g J
( Ctm -4 Sea SA-u n
] BOLT -ASTM A-307 NUT -ASTM A-563 CRADE A
+-*
[$ ~s u%)h
(
f -
i
-l POC PTC STOM SIZE NON. PIPE 3OLT CATA10C CODE u V (1N) *
(pdc .r PTC) SIZE (TN) (S.. Note 1) 8(IW) 1 /16' 1
- 1 004-0104 1/2 1/8 x 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 -
0 010-0205 012-0104 012-0205 1
1 1/4 1 1/4 1/4 s 1 1/4 1/8 x 1 1/4 a 1 1/4 1/2 3/8 1/2 015-0104 1 1/2 1/8 x 1 3/8 015-0205 1 1/2 1/4 m 1 1/4 1/2 020-4104 2 1/8 x 1 3/8 020-0205 2 1/4 x 1 1/4 1/2 020-0308 2 3/4 a 2 3/4 i 025-0205 2 1/2 1/4 x 1 1/4 5/8 l 025-0308 2 1/2 3/8 x 2 3/4 :
. 030-0205 3 1/4 x 1 1/4 5/8
, 030-0304 3 3/8 x 2 3/4 035-0205 3 1/2 1/4 a 1 1/4 5/8 035-0304 3 1/2 3/8 x 2 3/4 -
040-0205 4 1/4 x 1 1/4 5/8 040-0308 4 3/8 a 2 3/4 04 M 10 '
4 1/2 x 2 1/2 1 040-0512 4 5/8 a 3 1 1/4 l NOTES:
- 1) Thicks.es, t, any vary 1 1/16.
Width, V, may vary A 1/4 0 -
r ~ ~ i m 1,...C,10N 0 .. !
CAASON ST m PIPE C1 m ; I n t= dravint t. c. , in.. tt.. ,or,.... 11
- =G*
,,cf,,e y tu,j,,
8
_t - - ,~ n - - -- -- - - - A-
Attachment 6.21 QI.027 Rev. 3
, I O,
CATALOC CODE NOM. PIPE y SOLT (PDC or PTC) SIZE (IN) (See Note 1) 8(IN) 1/16 0$0-0205 5 1/4 a 1 1/4 $/4 050-0308 5 3/8 a2 3/4 050 0410 S 1/2 I 2 1/2 1 050-0512 S S/8 a3 1 1/4 060-0308 6 3/4 s2 3/4 06& o410 6 1/2 a 2 1/2 1 MO-0512 6 S/8 a3 1 1/4 MO M16 6 3/4 s4 1 1/2 000-0304 8 3/8 a2 3/4 '
000--410 8 1/2 a 2 1/2 1 000-0512 8 S/8 a3 1 1/4 000-0616 8 3/4 s4 1 1/2 100-0410 10 1/2 a 2 1/2 1 100-0512 10 S/8 a3 1 1/4 .
100-0616 10 3/4 s4 1 1/2 100 0624 10 3/4 s4 2 120-0410 12 1/2 a 2 1/2 1 120-0512 12 S/8 s3 1 1/4 120-M16 12 3/4 s4 1 1/2 120-M24 12 3/4 s6 2 .
120-0824 12 1 a6 2 1/4 hv 140-M10 140 0512 14 14 1/1 a 2 1/2 S/8 a3 1
1 1/4
, 140-M16 14 3/4 s4 1 1/2 140-M24 14 3/4 a6 1 3/4 140 0824 14 1 a6 2 1/4 160-0410 16 1/2 a 2 1/2 1 160-0512 16 S/4 a3 1 1/4 160 0616 16 3/4 s4 1 1/2 i
160-M24 16 3/4 a6 1 3/4 160 0824 16 1 a6 2 1/4
. 160 0832 16 1 a4 2 1/2
, 180-0512 18 S/8 a3 1 1/4 180 0616 18 3/4 s4 1 1/2 180 M24 18 3/4 a6 1 3/4 .
180-0824 18 1 a6 2 1/4 180-0832 14 1 a8 2 1/2 180-1028 18 1 1/4 u 7 2 3/4 20&OS12 20 S/8 a 3 1 1/4 2W-M14 20 3/4 x4 1 1/2 200-0624 20 3/4 a6 1 1/2 200-0824 20 1 a6 2 200 0832 20 t x8 2 1/8 NOTES:
- 1) Thickness, t, may vary A 1/16.
Width, V, may vary 1 1/4
- o t l
TITLC 1 TYFICAL INSPECTION DRAWING l CAASON STEEL P1PE CLAMP l This drawing is for inspection purposes only. CAA*WG NO. AEv. Sr$ T.
l q PDC /PTC 0 2 o8 4
Attachment 6.21
~ ~ ~ 01-027 p
, _ . . . . .._f. . . . . .
.. Rev. 3 O
CATALOC CODE NOM. PIPE yfg goLT (PDC er PTC) $12E (IN) (See Note 1) 3(13) 1 1/16 204 1020 20 1 1/6 x7 2 3/4 220-0512 22 S/8 a3 1 1/4 220-0616 22 3/4 x4 1 1/2 220-0624 22 3/4 a6 1 1/2 220-0026 22 1 a6 2 220-0032 22 I a4 2 1/4 220-1028 22 1 1/4 a7 2 1/2 i
240-0512 24 S/8 a3 1 1/4 240-0416 24 3/4 x4 1 1/2 240 0624 24 3/4 a6 1 1/2 '.
. 240-0826 26 1 a6 2 240 0832 24 1 a4 2 1/4 240-1028 24 1 1/4 a7 2 1/2
. , , . 260-1332 26 1 1/2 m8 3 260-0626 26 3/4 a6 1 1/2 260-0826 26 I s6 1 3/4 260-0832 26 1 8 2
- 260-1028 26 1 1/4 x7 2 1/2 260-1232 26 1 1/2 a8 3 240-0624 28 3/4 a6 1 1/2 280-0824 28 1 x6 1 3/4 280-0432 23 I a8 2 280-1028 28 1 1/4 'a 7 2 1/4 -
280-1232 O 280-1240 300-0624 28 28 30 1 1/2 x4 1 1/2 sl0 3/4 a6 2 3/4 1 1/2 3
300-0826 30 I x6 1 3/4 300-0432 30 1 s4 2 300-1028 30 1 1/4 x7 2 1/4 300-1232 30 1 1/2 m8 2 3/4 300-1260 30 1 1/2 x10 3 320-0626 32 3/4 a6 1 1/2 320-0826 32 1 x6 1 3/4 320-0832 32 1 m8 2
. 320-1028 32 1 1/4 x7 2 1/4 320-1232 32 1 1/2 x8 2 3/4 t
320-1240 32 1 1/2 zio 3 340-0626 34 3/4 x6 1 1/2 340-0024 34 I a6 1 3/4 340-0432 34 I s4 2 340-1023 34 1 1/4 x7 2 1/4 340-1?32 34 1 1/2 s4 340-1240 2 3/4 34 1 1/3 x10 . 3 NOTES:
- 1) Thicleese, t, may very 1/16.
Width, W, may vary 1/4 O TITL E.
TYPICAL INSPECT *0N OR.Att!NC This drawan8 is for insnection puru ses oniv. camG CAUCS No, STttL PIPE C1 A::P AC V. $nt PDC /PTC 0 1 of .
b _
___.- - _ ..~TY S ?
Attachment 6.21 l
01-027 Rev. 3 l CATAl#C C00g NOM. FIFE BOLT (PDC er PfC) S!!E (IN) (See Note 1) B(IN) ! 1/16 ;
MO-0624 36 3/4 a6 1 1/2" 360-0826 34 1 a6 1 3/4 360-0832 36 1 s8 2 360-1028 36 1 1/4 x7 2 1/4 360-1232 36 1 1/2 a4 2 1/2 MO-1240 36 1 1/2 slo 2 3/4 360-1244 M 1 1/2 312 3 i M0-0624 38 3/4 a6 1'1/2 l 380-0824 34 1 a6 1 3/4 )
380-0832 34 1 a4 2 380 1028 34 . 1 1/4 s7 2 1/4 380 1232 34 1 1/2 a8 21/2 l 380-1240 34 1 1/2 a10 2 3/4 380-1244 34 1 1/2 a12 3
~
400 0624 40 3/4 x4 1 1/2 400-0824 40 1 m6 1 3/4 400-0432 40 1 m8 2 400-1028 40 1 1/4 m7 2 1/4 .'
400-1232 40 1 1/2 m8 2 1/2 400-1240 40 1 1/2 a10 2 3/4 400-1244 40 1 1/2 s12 3 420-0824 42 1 a6 1 3/4 420-0432 42 1 sa 2 420-1028 42 1 1/4 a7 2 1/4 -
I 0 420-1232 420-1240 420-1248 42 42 42 1 1/2 m8 1 1/2 slo 1 1/2 g12 2 1/2 2 3/4 3
440-0824 44 1 a6 1 3/4 440-0832 44 1 a8 2 440-1028 44 1 1/4 x7 21/4 440-1232 44 1 1/2 s8 2 1/2 440-1240 44 1 1/2 slo 2 3/4 1 440-1248 44 1 1/2 s12 3 j e
NOTES * .
L) Thickness, t, may vary t 1/16.
Width, W, may very 2 1/4 l
l ,
1 l
TIT'.C TYFICAL INSFECTION DRAWING canntw stret stor et iwo O This drawing is for inspection nuraeses only W'v WG NO.,g j R I. V.
,g 1M
\\
- -.,. - w
I Attachment 6.21 1
~ QI-027 f
i
~~ }~ y Rev. 3 O '
l l
ri %g _
T d d[hd MATERIAL :
50 7 CR.S d - f qpp A-307 CR.A
+ti-t--i+-+ - -
+- -, . , ; : 1+ -
T- i T' i -
C-C = C-C s- ( STOCK SIZE W = 6"LESS ) ( STOCK SIZE W = 8",0VER ) .
PRS Non. P!n m a ss ma sol:
CATALOC CCDR SIZE (IN) T(IN) A 1/16 V(IN) A 1/6* 3(IN) A*1/16 Pas-006-0208 3/4 1/4 2 3/8 O PRS-006-0312 P15-006-0316 PRS-010-0208 3/4 3/4 1
3/8 3/8 1/4 3
4 2
1/2 1/2 3/8 PRS-010-0312 1 3/8 3 1/2 P15-010-0316 . 1 3/8 4 1/2 PRS-012-0208 1 1/4 1/4 2 3/s PRS-e12-0312 1 1/4 . 3/8 3 1/2 PRS-012-0316 1 1/4 3/8 4 1/2 PRS-012-0424 1 1/4 1/2 6 3/4 PRS-015-0208 1 1/2 1/4 2 3/8 PRS-015-0312 1 1/2 3/8 3 1/2
- PRS-015-0316 1 1/2 3/8 4 1/2
- PRS-015-0424 1 1/2 1/2 6 3/4 l PRS-020-0208 2 1/4 2 3/8 PRS-020-0312 2 3/8 c3 1/2 *
. PRS-020-0314 2 3/8 8 1/2 PRS-020-0624 2 1/2 6 3/4 PRS-023-0200 2 1/2 1/4 2 3/8 PRS-025-0312 2 1/2 3/8 3 1/2 PRS-025-0516 2 1/2 5/8 4 3/4 PRS-025-0524 2 1/2 5/8 6 3/4 NOTES:
- l.) Width sinensten to be checked at clamp and.
O Tlit.E. TWICAL IllSPECTION DRAWING STAli;,ARD 813E1 CLAMP This drawing is for inspection purposes only. -
WG NO. Ag v. SnT PRS 0 1 of 3
Attachment 6.21
. -.. . . . . _ . . . . . . . . . _ _ _ _ . . . . Qt-027 Rev. 3 -
1 I' TR1custss vIsru 301.7 m . PIPS CATALOC CODE 31st (IN) T(IN)*1/16 W(3)*.1/48 8(3)*1/16 l
PR5-030-0208 3 1/4 2 3/8 l i
PRt-030-0312 3 3/8 3 1/2 ;
i Pas-030-0516 3 S/8 4 3/4 I Pas-030-0524 3 S/8 6 3/4 Pas-035-0208 3 .1/2 1/4 2 3/4 ;
Pas-035-0312 3 1/2 3/8 3 1/2 Pas-033-0516 3 1/2 S/S 4 3/4 Pas-035-0524 3 1/2 S/8 6 1 Pas-040-0208 4 1/4 2 3/8 ,
Pts-040-0312 4 3/4 3 1/2 Pts-040-0516 4 S/8 4 3/4 Pas-040-0624 4 3/4 6 1 Pas-OS0-0208 5 1/4 2 3/8 Pas-0$0-0312 5 3/8 3 1/2 W-0$0-0516 5 S/S 4 3/4 Pas-050-0624 S 3/4 '
4 1 l Pts-060-0208 6 1/4 2 1/2
Pas-060-0312 4 3/8 3 S/S
~ ' '
Pas-060-0516 6 S/8 4 3/4 Pas-060-0824 6 1 6 1 Pas-080 0416 3 1/2 4 1/2
- Pts-000-0624 0 3/4 6 1 ,
' Pas-080-0824 3 1 6 1 1/4' --
Pas-080-0832 8 1 8 1 1/4 Pts-080-1032 8 1 1/4 4 11/2
, Pts-100-0416 10 1/2 4 1/2 1
Pts-100-0824 10 1 6 1 Pas-100 0832 10 1 8 1 1/4
- ' Pts-100-1032 10 1 1/4 8 1 1/2 Pas-120 0516 12 S/S 4 3/4 i PRS-120-0824 12 1 6 1 i PRS-120-0832 12 1 8 11/4-Pas-120-1032 12 1 1/4 8 1 1/2 Pts!120-1232 12 1 1/2 8 1 1/2 to
! Pts-140-0616 3/4 4 3/4 j Pts-140-0824 14 1 6 1 Pas-140-1024 14 1 1/4 6 1 1/4 **
PRS-140-1032 to 1 1/4 8 1 1/2 Pts-140-1232 14 1 1/2 8 1 3/4
, Pas-160-0824 16 . 1 6 1 Pas-140 0832 16 1 8 1 1/4
. Pts-140-1032 16 1 1/4 8 1 1/2 asst nort 1 i
t i
4
- l TTPICAL USPECTION DRANSC
- STANDARD RISER CLAMP wrdwesG$64 REV.
This drawina is for inssection surmeses ontw. PR$ 0 .$N ap T.3 i O 4
. w= a--
-~,-,-,.--e-----~,,r.._n _ , _ _ _ _ -
Attachment 6.21 QI-027 4
Y Rev. 3 I
O
,g, TE* CI3ftSS WIDru ScLT CATALDC W DE SIZE (ty) Tf!N) ! 1/16 W(!W) A 1/48 8(IN) A 1/16 FRS-160-1232 16 1 1/2 8 1 1/2 FRS-160-1240 16 1 1/2 10 1 3/4 FRS-180 0824 18 1 6 1 FRS-180-1032 14 1 1/4 8 1 1/4 FRS-180-1232 18 1 1/2 8 1 1/2 FR8a-180-1240 18 1 1/2 10 1 3/4 FRS-200-0224 20 1 6 1
. Pts-200-1032 20 1 1/4 8 1 1/4 i Pts-200-1240 20 1 1/2 10 1 3/4 47R5-34-1640 20 2 10 2 eFas-220-0824 22 1 6 1 l FRS-220-1024 22 1 1/4 6 1 1/4 1 Pts-220-1240 22 ,1 1/2 10 1 3/4
- FRS-22 bl640 22 2 10 2 1/4 FRS-240-0824 24 **
1 6 1 Fis-244>.1032 24 1 1/4 8 1 1/4 FRS-240-1240 24 1 1/2 10 1 3/4 FRS-240-1648 24 2 12 2 1/4 O
- SEE NOTE 1 STANDARD 12SEE C1. AMP 1 This drawina is for inssection aurooses on1v, p33 R I'Y' hnT 14 j . . ... . g .. we- t
Attachment 6.21
-. .01-027
___ Y Rev. 3
/
O MATERIAL :
' SA.34 I
l i i .) '
L. 1_c i son. Ptra m a ass ut m ,,
! cg g as caos sus (w) T(m) t 1/1s v( m) t 1/s j PSc-co6 1/2 1/4 1 1/4 i
P$o-cos 3/4 1/4 1 1/4
- PSC-610 1 1/4 1 1/4 PSG-412 1 1/4 3/s 2 PSC-015 1 1/2 3/s 2 i
PSG-020 2 3/s 2 i .
e I
.f N'
l TTFICAL INSPECT 10N DRAWINC j SCLTED U-CUIDC CAMWG NO. A EV. $NI This drawinst is for inspection purposes only. PSC C 1 of 1 15
, g , A. .. - . g
' ~~ ' ' '
Attachment 6.21 01-027 y
.i Rev. 3 f
i MATERIAL :
.A-36 l I ;
+_._ _ _
I T- -- =
c42Alac acu. Pas g g ttnr1 ,- 1/16 v(m) ,- Us
! ! PUG-406 1/2 1/4 1 1/4 -
i j F90-006 3/4 U4 1 U4 .
PUG-010 1 U4 1 1/4 790-012 1 V4 3/8 2
?
8 FUG-OLS 1 U2 3/8 2 ,
3 l PUS-420 2 3/8 2 .
i
\
- I i 1
.t 1 l
L l t :
I l . I!9.E3.'
l TIM; TTFICAL EMWECT10N D. AWING WELDED O-GUIDE .,
! ns. 4,=t. t. e., s as ,. ,.... 17
,,, y 5a 3,J,
~
IO WrW ~ ~ M~ ,'t! .9 % m _.s .a 46;., ; q ..;. , 3, ,. .g.
.-.'-.-..a .% -
Attachment 6.21 QI-027 Rev. 3 O
MATERIAL i
! RCD ASME SA-36 NUT 5 ASTM A-563 CRADE A or A-307' l (see Note 1) ,
4 _. ~ - 7 I- .. \ '
c p c p Ct ) .
Ct .
- a :
u R- -
PUS CATALOC CODE N . FIFE SIZE (IN) R(IN)I1/16
- FUS-004 1/2 1/4 l
FUS-006 3/4 1/4 --
J FUS-010 1 1/4 FUS-012 Ik 3/4 FUS-015 1h 3/8 l
' FUS-020 2 3/4 2h 1/2
- F05-025
' 3 1/2 FUS-030 3h 1/2 FUS-435 4 1/2 FUS-040 i 5 1/2 FUS-050 i
FUS-060 6 5/8 l
8 5/8 FUS-480 10 3/4
' F05-100 12 7/8 l FUS-120 7/8 FUS-140 14 16 7/8 FUS-160 l' F05-180 18 1
FUS-200 20 -
1 FUS-240 24 c 1
- 705-300 30 FUS-360 36 14 i ,g S . .' . - -
--- ~~ ~~~ ,
- w. . J . ,p - . ,
lO 73II E; TYFICAL INSFECTION DR4 TING STANDARD U-BOLT l DMWWG NO. R g y, $nt
) This drsvin1 is for insaection mur7oses only FUS 1 g g m
Attachment 6.21 Q1-027
- Rev. 3 O i MATERIAL i noo Asnt sa-se _-
l NUTS ASTM JA-43 CRADE A or A-307' (see Note 1)
._ y - . .
3
(
y 3 - C c,
l 3 3
i i R- -
NON. FIFE
- CATA100 CO M SIZE ( M) 1(M) A 1/16 FM-004 1/2 3/8 .
FW-004 3/4 3/8 5/8 O FUE-010 FM-012 FW -015 1 1/4 1 1/2 1
5/8 5/4 FM-420 2 5/8 75-025 2 1/2 3/4 FW-030 3 3/4 FUE-035 3 1/2 3/4 i
FM-040 4 7/8 FM-050 . 5 7/4 FW-060 6 7/8 FM-000 8 7/8 i F05-100 10 1 l FM-120 12 1 l 75 -140 14 1 FM-160 16 1 NOTES :
_ - p --
- 1) FIN or TEN any be used in place of tho' j nuts that are supplied with FUE.
'w ,.
i
- O l
TITLE.TTFICAL INSFECTION DRAWING
' MEAVY DUTT V-301.7 This drawing is for inspection purposes only. CN G h W G N Q. A EV. $M a .__ . . . . . . - - - _ . _ _ _ - . . _ _ . . . _ _
Attachment 6.21 ,
Q1-027 s f .
Rev. 3 CC o, .-
c.. -
~ s --
y i
I I
t MATERIAL i !
, cassos uu. ,
i R l i I
.J fl9I9MYl9PM9 PPM u I
i t e m rm caos aos stzs s, I
(SAT) R (III) A I/16 )
~~'
02 1/4 03 3/4
, M U2 1
- 03 3/4 .,
! Os 3/4 .
I. of 7/8 -
I e os 1 ;
! H 1 US t <
1 10 1 U4
- u 1 u. .
[
l u 1 U2 l
i 9
. i
.t -
l :
- i. .
i .
g:
O TITLf. TTFIcaL tissrtcrios Osavinc ALL-TREEAD 300 d Tela SGANTWC 18 FOR INPtCT!W FIFRPOWES St.Y N NG REv. Ett T.
RAT 0 1W1 M
Attachment 6.21
> 0
- 01-027 w
. Rev. 3
~y I
'O- -- ~
--- "~- -
i 1
.MATERfAL I
j, # EEE ASDE A-307 Cande a 1
acW9 4338 &=319 er AS E SA-36 '
L 4
,, <h .
l .
.e
- CATA100 S SE B00 SIZE :
1, (RCP) R fB) T 1/16 f U 03 3/8
~
04 1/2 05 5/8 ~~'
{ 06 3/4 1
00 1 .
- , 09 1 1/4 10 1 1/4 '
12 1 1/2
- 14 1 3/4 .
14 2 i 18*
2 1/4 ,
20* 2 1/2 .
?
, 22* 2 3/4 i 24*
4 ' 3 l
' 268 3 1/4 l
' 20* 3 1/2
' 30* 3 3/4 l 32*
I 4
!* 34*
1 4 1/4
' 36* 4 1/2 l
t 30* 4 3/4 g* 3 l
- e3 g.g. g I
i
- 1 ) SG sises la sams 64 are round su ped.
!O1 TITLE; TYPICAL M SFECTION ORAWDC 800 CDOFLINC gqanese pec, NEv. SetI TRIS ORAlmec !$ FOR IMPtCT10N PURPOst$ GNLT. W n i of i
. W
Attachment 6.21 QI-027 Rev. 3 a _,,
) -
1 t
i MATERfAL i *
'88 * " "
, rfT) .
! fl'!)
rg g1 1 \
l \
I 1'
j.
i :
1 1 1 i
l1 i
, camAC 20E age $228 i
. (RER) 3 (II) f /16 1 !
i 03 3/8 !
04 . 1/2 I 05 S/S i 06 3/4 07 [' ,
- 7/8 ;
i # 1
- 09 1 1/8 l W I U4 g i
i '12 1 1/3 :
i . . 14 1 3/4 .*
) . 14 18 2
2 U4
[
6 to 2 1/3 i i
- l A
. e
,. . 1- l l . , I l
\ . >
HEE 1' i I
4 l
l i
TTFICAL IB87tCT!aN ORAWIEC w, - n m - .
j TRIS Dealt!NC IS FOR INSPtCTION PRPG$ts sty .
REN 0 g ed 3 l
i
- e'
- Kt .N* .;:".d 9.*.t. *
.. . A ase e r. .a.-- ,,,....,,,,,,
ep s ,
- f....' 6 i
.a . . %. m . . ,. . . 9.ea4- w
.
- v. *.* - *- .. , 8 , .
s .
f'
Attachment 6.21 Q1-027
.E Rev. 3 _,
[
O I
i g M'
=
AEME R&-34 E
i'
- "E CATAtoc cons aossus (att er EFT) R (!N) 21/14 l l
03 3/8 i 2 04 1/2 l
- 05 5/8 l 04 3/4 '
i E 07 7/8 l 1 08 1 09 1 1/8 g 10 1 1/4 12 1 1/:
14 1 3/4 16 2
! 18 2 1/4 20 2 1/2 22 2 3/4
! 24 3 l 26 3 1/4
{ 20 3 1/2 30 3 3/4
. 32 4
- , M 4 1/4 M 4 1/2 i M 4 3/4 '
M S I .
I -
I e
==.
- 1) RET = IM T R EASED I m RFT = FULL 1 E SABED G S
.. W O TYP! CAL INSPECT!cs DEANtNC END/ftrLL.TWRE AD E00 gg aga, REY. SeI TWil DRAWINC 13 FOR MSPECTim PURPCSES sty. agT/an 0 1W Sf.
s
. .w .
f ._.
Attachment 6.21 01-027 .
Rev. 3 CC A __ _ ... ..~. . . . . . . . . _ . .
! MATEt!AL i AST?t A-444 Class F f
~-
~ ~
s.
1 1
l Ca?AN met MS SIII i (art) R (3) 2 1/16
- l
\
> U3 j 0$ S/S 06 3/4
, # 1 .
10 1 1/4 13 1 US e.
14 ,
1 3/4 to 3 i
l M 3 U6 to 3 US i
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i I
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i i
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)
mm m a i
l p u ham M2. AEv. EnI l j
1 TWIS BeaWIWC 18 FOR 13BPtCTim PRPGsts ONLT. RFE O 1 ff 1 1 2S f
t Attachment 6.21 ,
QI-027 CE)
, Rev. 3
...._J . . _ . . . _ _ _ _ _ . . .. ._ .. F i
l MATERIAL i ASME 5A - 36 s R [Z1 A
- r - -
RPE k
CATALOC COOK B00 $121 Y (RPE) R (tN) 1 1/16 22 2 3/4
- 26 3 l __ 26 3 1/4 24 3 1/2 l 30 3 3/4 i . u 4 1 ee 34 4 1/4 l
34 4 1/2 34 4 3/4 40 5 O TAE mtcAL tastecTtos startsc moo vtTs Pt. Aft ITE TMf5 04AWiter. IS Foe tusPtcTton PtnPosts cwty. #"" att E "
0 1e1 u
Attachment 6.21 y 01-027
(
Rev. 3 O
R F MATERIAt.
CLEY15 ASTM A-668 Class C FIN A5MC SA-36 y ---
(r
-i-CATALOC Coot R00 SIZE RSC (asC) aetw>* Ins 03 3/8 04 1/2 1
0 -'
05 06 07 S/8 3/4 7/8 08 1 1 09 1 1/8 10 1 1/4 12 1 1/2
. 14 1 3/4
- e. . 16 2 18 2 1/4 -
20 2 1/2 i
22 2 3/4 i . 24 3 26 3 1/4 28 3 1/2 30 3 3/4
. 32 4 NOTES:
TITLE.
O png no.
TYPICAL tusFECTical Ds.;4313C TORCED STitt CLIVts
,q t v. snr 11 TIS DRAVINC IS TOR !!!SPECTION PURPOSES (MtY. ESC 0 '
4.9
~
a___--_
Attachment 6.21 Q1-027 Rev. 3 O
9 PR
? ! MATERIAL i 4STt A-tad Clans C L)i g,s 4 'J 6e mp, i i i
- i
~
RTB O ~~
CATALOC COLE (RTR)
ROD $12E R (!N) T 1/16 03 3/8 04 1/2 05 S/8 On 3/4 07 7/8
' 08 1 09 1 1/8 to 1 1/4 ..
12 1 1/2
-- 14 1 3/4 16 2
- 2 1/4 l 18 20 ': 1/2 l
NOTES-l T 6 d .' TYFICAL INSPECTION DR.WINC TURNSUCL'LZ .
,,AA..; ;s No. A E v. Sn?
RTI O 1 e' t Tilts Dr.wt! C 15 FOR INSPECTION P'.1POS*.* 'I:LY<
D A n L
l e
I Attachment 6.21 . ;01-027 i . . ,
. Rev. 3
_ _ _ .__ f _
. _ _ _ __. p i t e
I O
MATERI AL :
ans so a .
O R ;
N' 1
- i, i*
! r .
%r .
carn ac cent ano sizz j Cart) 3 (13) -. 1/M e
3/8 03
$ 06 1/2 s t
$$ S/S es s/4 t 7/s :
. . or
, a t 4 s.
- op 1 US 8
M 1 U4 .
u 1 UE. '
- .* . u 1 3/4 '
M I i 1.
s t us i
'l as 2 U2 .t I . ..[
l : e 1 v - l i
[ e l 2 :
l 4 ,
a
- ., 1 1
M2 G
imx l mzca insesmas stanse i '
urtmn rer man
- TEli Isairaalc U Fat ImyscTas Futrosts su W' as "EY* 3' g['
I e ,
AI*: 7 --<- .,; g, ;; ; -- = ..7.,, . , , , ,. , , ,,
Attachment 6.21 Ql-027 Rev. 3
- - ~ . . .. . .
f i
l i !
MATERIAL : i Asnt sa-se
+ W
<mNi , T l i l .
.Fw__ .
cara u s cons vzpra i Tuttuurss nGLE stmer:;n *
(gy) W (TN) 1 1 /4" T (15)
- 5 (IN) **
03 3
- U4 7/16 k 04 3 1/4 9/16 j OS 3 3/8 5/A 06 4 3/8 5/A ~~
- - 07 4 1/2 13/16 -
4 1/2 1 1/16 s' OS n 4 U2 l ue 5/A
{
10 3 1/2 s 12 3 3/4 1 S/8 ,
14 3 3/4 1 7/8 -
14 J. , 3/4 2 1/8 %
13 6 3/4 2 3/8
- ~
20 3/4 2 3/4 22 6 3/4 3 -
24 6 3/4 3 1/4
- 36 6 3/4 3 1/2 28 7 3/4 3 3/4 7 3/4 4 30
- g.. y
/ .--
- See, W..te , er1. , ** .
- See sete 2 e d 3 .\ q l NOTES (Ji ,
}1) ! 1/32" for esses03-093 f U 16" for'd
}
ff 2) 1asses 10 30.
1/32" fee sisee 03418;11/16"forI e
j suas 09-30. ,
f 3) Whos hele diameter is set specifiad. *#
it need set be sheaked.
..# TIT 4.E . TT7TCAL INSPECTION DeaW13c w
b -#"# WAS18tR PLATE w asG NQ. AIEv. set MIS DRAW 13C IS FOR INSPECTION PURPOSts GNLT.
51 4 1 1 ef 1 .
O
~
__--mr-e---wrz--ew-=wa-r'ww '"e-- --w---- m'-
i Attachment 6.21 01-027 Rev. 3 0
.m
-% i
- i
' c g-./ -
' (SEE NOTES 862)
F . .
._ SEE DETAIL I .
- k.3., $! -
---%v , : l
- SMA TYPE BA a
(SEE NOTE I)
~ .
"d: I -
i,
. A
(SEE NOTE il SEE DETAIL i w SMA TYPE SO m *I e CODE 3(Is.) ! 1/16
- 3/5 @ f m* , Q
- 2,# gy.
EMA - 1/A r SMA - 1/2 INA - 1 3/5 1/2 ,
yg{ ,
e-88" - 3 3/' I i l I I l l 1 I I l 1
l lll l l lll l l l l SMA - 10
- 1 SMA - 35 1h E/A '///f" SMA - 100 *2%-3 L e ;f j 3s DImam m On smoca AR :STm ao 3 DIAMmm On nAmman m inD. DETAIL I
... (FOR DIMENSIONS SEE NOTES
- SHEET 2cf 3.)
- 1) FOR REAR BRACKETS SIE BRE-IRB
- 2) FOR FIFE CIAMPS. SEE SEN-SPC.'
- 3) $NUBBERS MAY BE USTALI.ED 180 (and to end) FROM TIE CONTIGC3ATION SIDE.1 ON THE DESIG3 DRAWING O
III* E; Typical Inspection Drawing Adjustable Length Snubber CWM 4 '
" E V* 3 This dWs is for insoection purnoses only. 334 ..
- - - . . _ _ _ _Sw -- -
Attachment 6.21 01-027 Rev. 3 O
i
)
SOCEIT TTFE COCFLING SOLID TTFE COUPLING CATALOC CODE '6(IN)!1/8 C(IN)I1/8 Z(IN)t1/8 C(IN)t1/8 i
sMA-1/4,1/2 1 1 1/4 1 1/4 13/16 sMA-1 1 1/4 1 1/2 1 1/2 1 1/16 1 1/2 1 3/4 1 3/4 1 5/16 SMA-3 .
SMA-10 2 2 3/8 2 5/16 1 13/16 SMA-35 3 1/4 3 7/8 3 11/16 3 1/16 sMA-100 4 3/4 5 1/2 5 7/16 4 9/16 I
&) TRANSITION EIT TIT-CP SEA *.L CDNF0EP. To a) MOUCI c) .
- a. Transitima kits with socket coup 11 ass shall be fit us with a pull back -
of 1/16" prior to welding.
- h. Solid type couplings en spubber crassisten kits shall be welded La place
~~ whila esistsiaing a teletance of appremiastaly 1/16" variation free the pipe sester11as.
- c. Couplings (solid /secket) asst be square relative to the eatension pipe.
,. 5) 12 TECst CASE 3 WEEEE TEE 3ENNTING FIATE 15 FUINTSEED AS A BCLE MEN AND REQU
' ATIAr swruT ST WELDING TO M EEIIISION FIFE, TEE MININEM EELD SIZE UTL:. SE EQUAL TO M UALL TRICENESS OF IEE FIFE.
- 6) REFER TO M TABLE RELDE FOR M FULLOUI3C INSFECTION ATTRIECTts (as applicable):
- a. Held sise for salad and esop11ag ant.
- b. Transities kie staisus thrend engagement. .
- c. Transistee kit piFiss sise,
- d. Torque requirements for transition kit asusting belts, and .
- a. Torque requi.-ementa for the eye red jas suc.
(see east page)
O E I; TyFi esi Inspection Dravtag Adjustable Length Snubber AEV. Sn This drawing a.s for inspection par 7oses eniv. GMWING NO- ggg
- s
. l Attachment 6.21 Q1-027 Rev. 3 O __
SNUBBER SIII l
_1/4 1/2 1 3 10 35 100 m) WELD SIII. SOLID CFLO. 3/16" 3/16" 3/16" 3/16" 1/a" 3/8" $/8" !
I b) TLuts. KIT ICN. THREAD DCAcEMDT 3/16" 3/16" 5/16" 5/16" 9/16" N/A N/A
_ cl. TRANS. KIT FIFE SIIE AND 1" 1" 14" 14" 2" 4" 6" MIN. SCIEDULE 40 40 40 40 80 40 120 - i l
d) MIN TORCUI FOR TRANS. KIT MOUNTUC BOLT 5 (in/lbs) 12 22 45 120 440 N/A N/A e) IGN. TORQUE FOR EYI RCD JAM IlUT (ft-lbs.) 40 40 40 50 100 150 220 71 TO CEICK RELATIVE ANGLE ADJUSDIENT, FERFORM Tile FOLLOWING:
- 1. 5NUllER SIIES 1/4 TERU 10: 2. SNUBBER 5I115 35 and 100:
sa) Attactments removed from as) Ramove indicator tube mounting snubber. screws and extend snubber suffici-bb) Saubber in vertical position, ently to expose the telescoping setting on snubber housing. tube.
ec) Aamove ressinias ring. bb) Restrain telescoping tube and dd) Turn and cap by hand (not loosen lefa hand threaded ring nut.
acre than 360 degrees). cc) Ea4 cap rotated to desired position ee) Replace retaining ring. (not more than one complete turn if) Fully stroka snubber to free bottooed out position).
determine that the dd) Retorque ring nut to 150 + 20 f t.
reposition 1ag has not 1bs.
O -
damaged interna!s.
ee) Indicator tube and mousting screws replaced.
- 8) Ill ORDB TO TERIFT M ACCEPTABILITI 0F TEE STRAIGETNESS 07 TEI SIII 35 SNL'IBER TRANSITICII EIT TURE TO SilUBBER C0lGIECTION, m FOLLOWIEC INSFECTION CAN SE PERFORMED.
- 1. SOEW M TRAltSITIOK EIT DTD A MATING TAFFZD ECLE (A SNUBRER CAN RE UnD IF NECI55A 4
- 2. VITR m TEREADS ALMOST FULLY IIISERTED, ROTATE M TRANSITICII KIT CllE FULL TUtil AIED MEASURE m RADIAL ECCENTRICITY AT A FOINT FOUR FEET FROM TIE END
. TEE TOIAL ECCENTRICITT SHOULD NCI EECEED 3/8" (i.e.
OF TEL SIfDBRER a variaties of -3 p/16" from the sentarline).
- 3. All ECCINIZICITT LESS TRAll OR EQUAL TO 3/8" VILL CORIESPOND TO All A55DIBLED UllTT WITIIll TEE SECTICII IIT AFFENDIE E TOLERAllCE E01 DETIAT10ll FRot!
STRAIGETIfESS.
TI IS NOT NECESSAIT FOR m $ BOULDER 018 m TIEREADD DD OF T'at TRANSITION EIT TO -.
DRAW UP FLU 53 To m SNUBBER; THEREFORE, IT 15 NOT NECESSART TO CIECK ITS ALIGlQlEIT WITE TEE TEREADE.
NOTES:
TITLE; Typical Inssection,Draving ADJUSTABLE LENGTM SNUS$(4 -
CMNAGMC. AEv. l SM T.
8 This drawint is for isonection oursoses_ oniv. I I 3 ef 3 31
Attachment 6.21 Q1-027 Rev. 3 O :
e ,
(( -
l -
, SMF TYPE PC
,j -
(SEE NOTES 142) e7sg- , g im i.- SMF TYPE BA ,
u iP (SEE NOTE )
a '-.c.- :
l- SMF TYPE Ro (SEE NOTE 1)
SMF TYPE SO cATM ,
8 i
g coor (In.) - 146 L.F0 mast 0 SRACMET SMF-1/4 3/8 O ..
IMF-1/2 SMF-1 SMF-3 3/8 1/2
-3/4 e THIS DETAIL APPLIES WLT TO 4 L- SMF-10 1 SMF SIZES 35 AND 100. F0m M *33 lh SMF-100 **2%"-3 INFO M M SEE NOTE 4 0 ? " TL t J (Sheet I of 3).
=
% d 1 -
en r end:
1I i -
=*2s" 3- n c.an.ck n re . are..m.: . 4.
IL, I/ -
l 5 NN t
/
NOTES: F N t.) ron asAn saAcxtrS Ses sam-::8 2.) Fon PIPE CLAMPS. SEE BRM-SFC Fi 7 3.) SNU3 stas MAY BE INSTALLED 180' (end to end) FROM TIE CostF1CURATION SHOW Oh THE DESIGN DRAWINC.
TITLE. Typical Inspectise Drawing Fixed Lessth Saubber This drawing is for insP4Crien purposes only. NM NO- M
- lg )
n .
yaaeaywaua 9*21 M i DI-022 l 8
ge^ E t f !
,*(
, uM( J )II(
8122 '
MIM);I/19( MYK);I/19( MIM* MVI* u lee )TN( t C( 9 T/9 tt fr/f9 QT ET TC/t9 T T/93 T/19 l 100 1 C/8 CT 1/19 $ C/t E6 TT/T9 f f/91 T/f9 eeHDAIIIG 1EEITG REIDTDIMIIJ3 403 405MTEG M?3121*
i
$tsE N* ETE A 41 dE 52238 )!tI( )IM( )15( )IM(
I l/s t/s t/s t/T9 tf*t51*tsI1 t T/t - t/s t/s 0 t
t t/s tf/t9 4T l/s t/t9 T00*T001*TODE1 t T/t t/9 t/9 0
$*( 1E 1E092 DTSIS LWIEE 153 ADMTES ERTNIEZ 1S t310121IG 10 DEAYIE 1E3 45045E 3-3 SIEEISIE* 1E3 AE15 SIII TEG TIED &R 403 711TpeS EB ttiS 10 EEE 41723 403 SEDE833 STIIS T/9 EEEODE TS 15 SEcnE 531rtn* RBIE 153 tEMN11ES 41T&35 SITL032 TS 15 53SR11 OJ 1ETS R3181E3' 15I1 HTX 83 EARETE113T1TA 81ETIDB2IE135 l IM y r10 )m53 gens geessuS( 10 R81033 &EEEI 161E313 41T3 83T32ES DIEEG11105'
!E 700111E' 1E3 b32 AITT &IIIdA 1ETI 1E3109' LWEE 381* 833251E3 61mSIDIIT1 ~-
IIIt01gr m iS tItrgn* uverrsnu gggIVE IESTUGNEIS TEG EBlt03 IIIt81EEEENIS 403 AOBMTEG HTUEIZS TII 7150 32&EN 5310A*
SEDES O SIII T/9 T/t Y 1 C TO R310 SITI I C/T9 C/Tt. C/t9 T/9 C/T9 3 1 E I I 1IED1E C/9 t/9 *TT M F eTT esenap vTT N mt T T/9 T T/8 .T C/8 E. E 5/9
- ] ^
lit 38 g L/t9 9 4/f9 6 TC/T9 1T TC/T9 T9 T/T9 m' 1EHTU 532 C/T9 C/T9 s/t9 f/t9 6/T9 m 105ltnE )5W/T4 (t tE tE 9$ ttO TTO
.se te sesenaep ;aes sgo sap eJ s4e -
dTese se sgo seussa ey sgo edsaep*
I l
1 gig 3; zidfoeT tsedessyas naemsuS .
O .o ATuop tee 834 fee 99eJ uTe mos n 3= seedemsses dade eeT4- s sa ,l. 'L' l II l
Attachment 6.21 i Q1-027 Rev. 3 .
Y I' 6.) IN THOSE CASES IAIEEE ATTACMDT SOLTS BEIVED FORWAAD SEACKET ASSEMBLY i AllD SNURSER ASSEHBLY ARE SAFETT W1EED BY THE VDDOA, QCI SMALL VERIFT THE FOLLOWINC CONDITIOlds 52137:
a) SOLTS ARE TICaff.
b) LOQGTIRE IS NOT DAMACES.
s) LD mit!BE IS CRIMFD.
PRIDE 10 EllSTALLAT10lf. IF Alff 0F Tilt ASOVE CONDITICali ARE UllSATISTACTORT.
TEE 30LTS SMALL SE RET 0800ED AllD TME NEW LDCElf1RE SMALL SE INSTALLED.
l TITLE- TTFICAL INSPECTION DRAVINC F12ED LDCTM SNURSER
=
Ti a .. m.,-u- .., . -17 ,, T- l;,
a a .-a, i
Attachment 6.21
-- Rev. 3 O
MATERIAL:
g y See note (1) PLATE: CAA5oM $ TEEL -A3ME $A-36 s .- -
4 SCLT CAASON STEEL -ASTM A-307 ; A-19*
" T Cr.3~
a NUT: CAABON STII:. -ASTM A-313 Cr.A; l ,.
i A-19' Cr.2H ,
FIN: ALLOT STIEL -ASME $A-193 Cr.37 l I J
' S (see Note 2)
C,:3 ,
SPC < ,
STOCK SIZE, 3(IN) ROLT FIN
,,, pgyg CATALOC CODE SIZE (IN) T A 1/6 x W A 1/4 D(IN)! 1/16 3(IN)A 1/16 3/4 1/4 x2,1/2 x2 3/4 3/8
$PC-06-006 1/2 3/4 1/4 x2,3/8 x2,1/2 x2 3/4 ~
SPC-08-004 3/8 1/4 x2,3/4 x2 3/4 SPC-06-010 1 3/4 1/2 1/4 x2,3/8 x2,3/4 x2 O SPC-48-010 SPC-06-015 SPC-08-015 1
1\
1%
3/8 x2 3/8 x2 3/4 3/4 3/8 1/2 3/8 2 3/8 x2 3/4 SPC-06-420 3/4 1/2 SPC-08-020 2 3/8'x2 1/2 x41 x 3 1 3/4 SPC-10-020 2 2 $/8 x4 14 1 SPC-14-020 NOTES:
(1) For snubbef applications only, the clamp any be tri=ned to the values noted below:
i Snubber size. k 1 3 10 33 100 Mia Edge Dis.k" h" 3/4" 13/16" ik" 2" 4"
'2) When sult! pie sizes are listed, any O of them are acceptable.
UEE- TYPICM. IN57E:: TION lut.A *:N, STRUT /SNt33ER PI?! C1xc' This drawing is for inspection purposes only. C'h'd NC. 4 E v. l Sr -
2 I i -s 4 l
-e - -,, --ev, e,we,w,-ww- ---m-e-,--.----, ----.w,m- mw_-,r,,,w,,,-,w--wwww---, ,- -
Attachment 6.21 L Q1-027 Rev. 3 STOCK SIZE. $ (IN) SOLT ,In CATALoc cede NOM.PI?! SIZE (IN) (T*1/14sW"3 /4) D(IN)*l/16 3(IN)*l/16 SPC-06-025 2% 3/8 m2 3/4 3/8 SPC-Os-023 2% 3/8 s2 3/4 1/2 SPC-10-025 2% 1/2 m2, 1 x 3 1 3/4 SPC-14-023 2% 5/8 34 14 1 SPC-06-030 3 3/8 s2 3/4 3/8 SPC-08-030 3 1/2 m2%. 3/8 2 3/4 1/2 SPC-10-030 3 1/2 z2% 1 3/4 SPC-14-030 3 5/8 se ik 1 SPC-20-030 3 3/4 se . .
Ik 14 SPC-06-060 4 3/8 z2,. j 3/4 3/8 i
SPC-08-040 4 1/2 s2%, 3/0at 3/4 1/3
- SPC-10-M0 4 5/8 m3 . Ik 3/4 SPC-14-040 & 5/8 ze 7. -g ik 1 ,
SPC-20-060 4 .
3/4 6 ik ik
$PC=O6-060 6 1/2 m2% 1 3/8 SPC-08-060 6 1/2 z2% 1 1/2 '
SPC-10-060 6 5/8 33 14 3/6 ,
6 5/8 s4 14 1 i SPC-14-060 6 1 36 1% ik SPC-20-060 .
SPC-06-080 8 1/2 m24 1 3/4 l
SPC-08-000 8 5/8 m3,1/2x2 1/2 1 1/1 SPC-10-Os0 8 5/8 m3 14 3/4 SPC-14-Os0 8 3/4 se 14 1 SPC-20-000 8 1 s4 14 1k SPC-24-pec 4 14 se 2% 1%
SPC-06-100 10 5/8 33 1k 3/8 SPC-08-100 10 5/8 m3 14 1/2 SPC-10-100 10 3/4 se,5/8 z3 th 3/4 SPC-14-100 10 3/4 z6,3/4 x6 1h 1 i
SPC-20-100 10 1 36 1h ig SPC-26-100 10 1h zS 2% ig SPC-06-120 12 5/8 33 14 3/8
) SPC-08-120 12 5/8 z3 1k 1/2
' SPC-10-120 12 3/4 z' ik 3/4 SPC-1'4-120 12 3/4 se 1 3/4 1 l 12 1 as ik ik .
i- SPC-20-120 SPC-24-120 12 1% 28 24 1h SPC-36-120 12 1% x12 2 3 SPC-06-140 14 5/8 z3 14 3/8 SPC-08-140 14 5/8 m3 1h 1/ 2
$7C-10-140 16 3/4 34 1h 3/4 SPC-14-140 14 3/4 z6 1 3/4 1 l
O UTL8; TTPICAL INSPECTICN DEA'*-.IG
% STSUT/ENCERER FIPE CLAMP 8"
n ia 6r vta 1. en ins,=34 ,wto.. 317 S* *'5 " -
$7C T* 2 ,} ,
Attachment 6.21 QI-027 R** 3 O
STOCK SI21. S(IN) 30tT YIN (T21/16mW1/&) O(15)*1/16 S(IM)t1/16 CATALOC CODE NOM. FIPE SI2t(IN) 1 a8 14 14 16 SPC-10-160 1 as 2% 1%
14 SPC-24-160 2 3 14 1% a12 SPC-36-160 5/8 33 1k 3/8 16 SPC-06-160 5/8 m3 14 1/2 16 SPC-08-160 3/4 se 14 3/4 SPC-10-160 16 16 3/4 se 1 3/4 1 SPC-16-160 16 1 s8 14 Ik SPC-20-160 24 14 16 1% zS IPC-24-160 2 3 16 1% a12 SPC-36-160 5/8 a3 1k 3/8 18
- SPC-06-180 5/8 m3 1k 1/2 18 SPC-08-180 3/4 a6 1 3/4 SPC-10-180 18 '
l 13/4 1 SPC-14-180 18 3/4 ze 14 !
18 1k z7,1 1/4x4 1 3/4 )
SPC-20-180 24 14 SPC-26-180 18 1% as 2 x10,1 1/2x12 2 3 18 SPC-36-180 3/4 me *1% 3/8 SPC-06-200 20 1/2 ,
20 3/4 a4 1%
SPC-08-200 3/4 ze lh 3/4 l SPC-10-200 20 1 --
1 ze 2 SPC-16-200 20 14 a7,11/4x8 1 3/4 1k O SPC-20-200 SPC-26-200 SPC-36-200 20 20 20 1 x8 2 s10,1 1/2x12 2%
2 14 3/8 3
22 3/4 z6 . 1%
SPC-46-220 3/4 se 14 1/2 22 SPC-08-220 3/4 ze 1% 3/4' SPC-10-120 22 1 1 z6 2 22 SPC-14-220 1% z7,1 1/4x8 1 3/4 1k SPC-20-220 22 1% zS 2% 14 SPC-26-220 22 3 22 2 zio,1 1/2x12 2 SPC-36-220 3/4 z' 14 3/8 26 SPC-06-240 3/4 z4 1 1/2 26 SPC-08-240 3/4 x6 1h 3/4 SPC-10-260 2' 1 1 x6 2
$7C-18-260 24 1% z7,1rl/4x8 1 3/' ik SPC-20-240 24 1h z8 3 14 SPC-24-240 26 3 26 2 310,1 1/2x12 2 SPC-36-2&O 3/4 x4 1 3/8 26 SPC-06-260 3/4 z6 1h 1/2 SPC-08-260 26 3/4 26 3/4 x6 14 SPC-10-260 1 s4 2 ,1 .
$7C-16-260 26 l .
lO W: -mC4:. :357:C::08 cas:sc I .
STRU /SICESE1 PIPE C*.a.MP l
This drawins is for inspection purposes only. SPC l5n5 __
Attachment 6.21 01-027 Rev. 3 g ygyg STOS SIZI 3(2N)
CATALOC CDDE SIR (IF) (T 1/14 s WA1 /&) D(!N) 1/16 3(U) 1/16m. _
26 1% a4 2 1k SPC-20-260 26 1% x10 3 1 IPC-26-260 SPC-36-260 26 2 s12.1 1/2x12 2 3 SPC-06-280 28 3/4 se ig 3/8 SPC-08-280 28 3/4 36 14 1/2 SPC-10-280 28 1 x6 2 3/4 SPC-14-280 28 1 s6 2 1 SPC-20-280 28 1% a8 2 1k 28 1% alo 3 1%
SPC-24-200 SPC-36 .280 28 2 z12,1 1/2x12 2 3 ,
SPC-06-300 30 3/4 se lh 3/8 SPC-08-300 30 3/4 36 14 1/2 SPC-10-300 30 1 s4 2 3/4 30 1 s4 2 1 SPC-14-300 30 1% se 2 14 SPC-20-300 30 1% a10 3 1 SPC-24-300 SPC-36-300 30 2 s12,1 1/2x12 2 3 SPC 46-320 32 3/4'se 1% 3/8 SPC-04 320 32 3/4 ze 1% 1/2 SPC-10-320 32 1 x4 2 3/4 --
32 1 36 2 1 SPC-16-320 32 1% 38 2 14 SPC-20-320 SPC-24-320 32 1% zio 3 14 SPC-36-320 32 2 a12,1 1/2x12 2 3 SPC-46-340 34 3/& se- 1h 3/8 SPC 4 340 36 3/4'36 14 1/2 SPC-10-340 34 1 s4 2 3/4 34 1 36 2 1 SPC-14-3&O 34 2 1%
SPC-20-340 1%~ se
$PC-24-340 34 1% x10 3 1h SPC-36-360 36 2 312.1 1/2x12 2 3 SPC-06-340 36 3/4 34 1h 3/8 SPC-08-360 34 3/4 36 14 1/2 SPC-10-360 36 1 36 2 3/4 34 1 36 2 1 SPC-14-360 36 1h sa 2 ig SPC-20-340 SPC-24-340 36 1% aio 3 14 SPC-36-340 34 2 a12,1 1/2x12 2 3 9
O TITLE; TTFICAL IygFgC; ION DRAk"DG
- STICT/SNU55ER F D E CimtF me#G No. R EV. $n T.
This Graving is for inspeccios purposes only.
SPC 2 'W
. Attachment 6.21 QI-027 Rev. 3 -
O M ATERI AL
- _ C TO C *sa arrn 1.
FLa2t ABIE sa-36 t en Ja. A e g acLT Asm e-307 WUT ass 4-563 caAna A I - -
FM ABE se-193 caADE 57 lI~ \s P -+ H - W- t-+ -J
~
W t- -
f{---+-
L (5TOCK sEE **4* LESS (stoca sat wes* twsm) ,
~
- ,,,, ,s, SRC tuzczuzss vara satt m
- cATAtoc cons szza (m) T(Is)!U16 v(m)!1/16 a(Is)tula a(Is)t1/14
! 3/4 3/s 4 U2 3/8 '
sac 6 3/s 4 U2 U2 -,
sac-48-406 3/4 3/s gc M 10 1 3/8 4 1/2 3/s 4 1/2 U2
, sac 46-410 1 4 U2 3/8 gg M 12 1;g 3/4 lis 3/8 4 V2 U2 sac-48-412 4 1/2 3/s
, sac-06-015 14 3/s
' 3/s 4 U2 1/2 . ,
sac-06-015 1%
4 3/4 3/8 sac-06 020 2 3/s O .
sac-46-420 ac-10-020 sac-14-420 2
2 2
3/s 1/2 1/4 4
6 4
3/4 3/4 3/4 1/2 3/4 1
- S/s 4 3/4 3/s sac.46-023 28
4 3/4 U2 sac-et-025 28: 5/8 ,
5/8 6 3/4 3/4 .
sac-M 2%
4 3/4 1 sac-14-023 2% S/s 3 5/8 4 3/4 3/8 sac-06 430 4 U2 sac es-030 3 5/3 1 3 5/8 6 1 3/4 sac-10-030 1 3 S/s 6 1
< l sac-14-430 14 3 3/4 6 1 sac-20-430 3/s sac-06-435 31s 3/4 4 3/4 3/s 4 3/4 U2 sac 4s-435 31s 3/4 sac-10 435 als 3/s 4 1 1
sac-14-43$ 31s 3/8 6 1 3/4 4 1 14 sac 20-ess at:
NOTE
- TRE TTFICAL m sPECTION DRAW 3C STacT/sNUs&st s.lsEE CLAMP Thia erawing is for inspecties purposes saly, cman esG 880. AEv. Sn t IEE O 1 of1
- , . Si
'j , ' -
- ,,w A L
Attachment 6.21 01-027 Rev. 3 Y r O
I aET FIN NON. FIPs CATAIDC Cogg SIZE (IN) T(IN)A1/16 U(IM)A1/16 D(IN)!1/16 a(IM) 1/16 4 3/4 8 1 3/8 sac-06-040 U2 sac 48-460 4 3/4 4 1
' I 8 1 3/'
sac- M 6 1 1 4 1 sac-1 W 4 1 8 1 1%
sag-2tM 60 1 6 1 3/4 sac e 3 1 6 1 1/2 sac m 5 3 1 8 1 3/'
33C-10-430 1 sag-u=450 3 1 8 1%
sac-2t M SO 3 1 8 h 1%
i.
sag e 4 1 6 1 3/8 6 1 6 1 1/2 sac m 6 1 8 W 3/4 1
l
,.. sac-10-460 w
6 1 8 1
. sac- M-460 6 1 8 14 14 sac-2t M 60 Sac-06-080 8 1 8 14 3/8
- sac-0$=480 8 1 8 14 1/2 S3C-10-030 8 1 8 1h 3/4 8 1% 10 1 3/4 1 sac- M 12 1%
33C-20-080 8 2 2% -
sac-2 m 8 2 12 3 14 sac 46-100 10 1 8 1h 3/8 33C-08-100 10 1 8 14 U2 .
10 1 8 1k 3/4 O sac-10-100 sac- M-100 sBC-20-100 10 10 14 2
10 12 12 1 3/4 24 i
1%
sac-26-3A0 10 2 24 1%
SEC-06-120 12 1 8 14 3/8 sac-08-120 12 1 8 14 1/2 sac-10-120 12 1 8 14 3/4 sac- M-120 12 14 10 1 3/4 1 SE20-120 12 2 12 2% 14 sac-24-120 12 2 12 2% 1%
. sac-3h 120 12 2 12 24 3
, sac-e k 140 14 1 8 1% .3/8 sac 48-140 M 1 8 ik 1/2 sac-10-140 14 1 8 ik 3/4 sac-14-140 14 14 10 1 3/4 1 33C-20-140 14 2 12 24 1k sac-24-140 14 2 12 2k 1%
sac-36-140 M 2 12 24 3 l
II TTFIC4L INsPICIION DR4WIBC O
STRUI/sNUtaER 11sER CimtF TRIS DRAWTNC Is FOR IWsFECTION PUEFosts OWLY. 33C [* 2 3 1
A 2 f a k _ _ ___ ___ _- ._. _:: _ _ ___ - __. _ _ _ __ _ L_
Attachment 6.21
- QI-027 Rev. 3 j
I* T O :
, TRICENESS VIMI BOLT FIN CATA1DC 00er $12E (D) T(D)11/16 U(2)II/16 D(IN)!1/16 S(IN) 1/16 l Sac-06-160 16 1 8 14 3/8 SE-08-160 16 1 8 14 1/2 Sac-10-160 16 1 8 Ik 3/4 33C-14-160 16 1 10 1 3/4 1 SRC-20-160 16 2 12 24 Ik SE-26-160 16 2 12 24 1h SE - W 160 16 2 12 2k 3 SRC-4k180 la 1 8 14 3/8 ,
Sac-08-180 la 1 8 14 1/2 Sac-10-140 la 1 8 14 3/4 SEC-14-A80 la lh 10 1 3/4 1
. Sac-20-180 la 2 12 24 1k SEC-24-130 18 2 12 24 1%
$3C- > 183 la 2 12 24 3 SE-Ok200 20 1 8 14 3/8 -
sac 48-200 20 1 8 1k 1/2 SRC-10-200 20 1 8 1 3/4 Sac-14-200 20 1 10 1 3/4 1 SRC-20-200 20 2 12 24 14 SRC-24-200 20 2 12 24 1h Sac- > 200 20 2 12 2k 3 -
SRC46-120 22 1 8 1k 3/8 Sac-48-120 22 1 8 14 1/2 O ,
SEC-10-220 Sac-14-220 SRC-20-220 22 22 22 1
1h 2
10 12 8 1k 1 3/4 24 3/4 1
1k
-- SRC-24-220 22 2 12 24 1h Sac- W 220 22 2 12 2% 3 Sac-06 240 24 1 8 1k 3/8 SRC 48-240 24 1 8 Ik '1/2 SRC-1k 240 24 1 8 Ik 3/4 SRC-14-240 24 1 10 1 3/4 1 ;
Sac-20-240 24 2 12 24
~
14 Sac-24-240 24 2 12 24 1h l
i O This drawing is for Laspection purposes only.
TITLE; TTFICAL INSPECTION DRAFINC STan/SNURSER EISER CLAMP t
SEC T* 3,f3 4l j .
1
___.____________________..A.. _
Attachment 6.21 QI-027 Rev. 3 O
l i m,.i . . i y^ -
--{ y .
SRF Type PC (See Notes 1,2)
B ,
m . .
m
[, .
- 7. SRF Type BA (See Note 1)
SRF Type RC (see Note 1)
W m ,
A+-- A+ SRF Type 50 O CATALOC CODE 3(IN)t1/16
. $3T-06 3/8 SRF-08 1/2 SRF-10 3/4 537-14 1 SRF-20 1 1/4
$RF-24 1 1/2 SRT-36 3 l
i l
l NOTES: l 1.) For rear brackets, see BRM-ZR3.
[
l 2.) For pipe clamps, see BRE-5?C.
3.) Swav struts may be installed 1800 (and to end)'from the con- ;
fil uration on the desig . (rssing. '
O TITLE; TY?ICAL IN5?ECTION DRA% TING T!IED LENGTR Sk'AT STRITT f
f nis dr in, is for inspection pur20.es only.
""'" sur T 5 i 02 i -- - .
- _ . - _ _ _ _ _ - - _ _ __ _ _ _ ??- -
Attachment 6.21 L 01-027 Rev. 3 O
1.) All socket welded couplings require a minimum of 1/16*' pull back of the estension piece for proper fit-up.
2.) Solid type coup 11 ass on struts and and plates on fixed struts shall not onceed 1/16" aisalignment from the pipe (barrel) center 11as. .
3.) The coupling (solid /secket) shall be square relative to the be Tel. /
~ ..
. w - .- .
L 4.) For modified struts, barrel size and . - --
ainismsa weld sizes are shova below.
STRFr SIZE NCBCNAL PIPE SIZE FOR BARREL MINIMDM Utt.D SIZE *(IN) 04 1" Sch. 40 3/16 ~
04 . 1 1/4" Sch. 40 3/16 10 1 1/2" Sch. 40 3/16 - -
14 2" Sch. 80 1/4 3" Sch. 80 20 t/1f--
O 24 34 4" Sch. 80 6" Sch. 120 3/8 3/8 i
- Need met be lar5er than the thickness "
-~ " - ~ ' - - - -
- . . . l of the collar.
5.) If spacers are installed, the following notes are applicables (a) Spacers shall be selected to (e) Installations where the gap approximately easter the ayerod exceeds the thickness of one in the bracket / clamp. spacer is acceptable.
(b) Spacer outside diameter shall not onceed spherical bearing housing )
outside diameter. )
(c) If the eyered is installed La a her- t tasatal positism sad the resulting
- gap is just soeugh to tastall one spacer. the spacer shall be installed on the bestea side.
(d) Due to configuration of bracket / clasp. ,
the resulting gay any not secomodate a spacer. Omi: ting of the spacer is permicsible.
l l
lO EIS TIFICAL US?!CTI0t* DRAWUG TIZED LDCTE 5*JAT STRE"I This desving is for taspectica purposes oniv. SRT ,
.-- ~
Attachment 6.21 01-027
'~ Rev. 3 0
. a P-' . ;s%. M.
., SRS TYPE PC B (SCE NOTES IS2) 8*'
e w
_z' L
P 4:I r--
SRS TYPE BA a *
(sEE NOTE 1)
~~
B-ee+- ~
- m ,
-(SCE NOTE 1) h- -
t~ -
O 7., I=coria eW'fef*(*U 1.= ... .a.. 2 or 2.
r \
l l I I I!I II I I i 1
1 y, .~
. L C J w-g"y, (p Twi. 4,. 1= 1. e., t=.9.e:1.= pur,.... .=17.'
2 .
6 hr' B Au. I W/}L{-\
0 1 I'l l l l l l i}ll i
) TIREh1 CAL IN57ECTION DRAWING V / / P '
AnJusTAntz sw a STRUT C INWWG NC- AEV 1 3"E 4 e 5R5 2 1 1 e8 ?
+4 . -
Attachment 6.21 0I-027 Rev. 3
- o. .
SOCEET TTFE C00FL23C SOLID TTFE COUFIDC l
CATAlac CDDE 3(IN)g1/161(IN)g1/8 C(IN)t1/S CATALOC CODE B(IN)A1/16 Z(IM1A1 /8 C(IN1 11/8 3/8 1 1 1/4 333-06 3/8 1 1/4 13/16 323-06 313-08 U2 1 U4 1 U2 3RS-08 1/2 11/2 1 1/16 3/6 1 1/2 1 3/4 515-10 3/4 1 3/4 1 S/16 sas-10 333-14 1 2 2 3/8 SRS-14 1 2 5/16(1 113/.LL, M
SRS-20 1 U& 2 3/4 3 V6 515-20 1 1/4 3 1/8 3/16 _- s 518-24 1 U2 3 U& 3 7/8 SRS-24 1 1/2 3I7a 335-34 3 4 3/4 3 U2' SRS-34 3 3 11/16 ~ 4 9/16 5 '7/16 m.
f E
1.) For rear brackets, see 533-IR3 (9.) Ter salvaged sackat er solid type '*
2.) Ter pipe clampe, .see BRE-5FC coupling, the "C" dimession shall 8
3.) Swey setuts any be installed 180 he at least equal to the height (eed to endl from the esafisuratise of a scandard size sut.
shows as the design drawing.
6.) All sesket welded esuplings regstre a sistmas of Ule" pull back of the --
. astension piese for proper fit-w.
O 3.) Solid type souplings sa screts and and plates sa fiand struts shall est esseed U16" misalignment from the pipe (barrel) sosterline.
6.) The esupling (solid / socket) shall be square relative to the barral.
7.) for modified struts, barrel size and minimum weld size are shown below.
STRUT SIZE NOMINAL PIFE SIZE FOR BARREL MINIMEM UELD SIZT*(TN) 06 1" Sch. 40 3/14 08 lis" Sch. 40 3/16 .
l
! 10 lis" Sch. 40 3/16 14 2" Sch. 80 1/4 20 3" Sch. 80 5/16 26 4" Sch. 80 3/8 36 4" Sch. 120 3/8
'Need met be larger than the thielmees of the eslaar.
8.) If spesses are installed, the (e) Zastallations where the gap is.1 swing seses are app 11 sable" anseeds the thick ess of one (a) Speeses shall be seleased as eposer is asseptable.
spyreniastsly senter the eyered in the beschat/sisme.
(b) Spasar outside diameter shall met esseed spheriaal bearing beesing ausside diameter.
(s) If the eyered is tastalled la a bet issatal positime and the resulting gap to pset emeesh to install see spacer, the speser shall be Lasta11ed O sa the bettes side.
(d) Due to seafiguraties of beschet/cassy the resulting gap any set sacasedare a spessr. Omitting of the sysser is TIT 1.1.TTFICAL DsFECTION DRAWUG perm &asible. AgJTsTABLE gEAT ST1::T
- ""
- 8 This drertag is fet taspecties arurposes esly. SEs 2 '2
l Attachtrent 6.21
..01-027 Rev. 3 l
MATERIAL: 34 3 ; 3 33; l , TOTAL LENGTH OF SHIM a SA-515cK55. 60. 65:
A-515CK55. 60. 65; l
I/8" MIN. . '_ '
MEMGER SIZE m
,_37o (80TH SIDESTl ThW///////////////h sHN t r 7 SEE WELD .A DETAIL SHIM WIDTH SHIM 3 :
r///////////e SHIM g
, 7/jfffffjjjjjg TU8E > rr s 3 v< i ,
__________ , y,,
STEEL v
~~
O sisate ssis on Tuse sTest (TYPE 1)
- --- Min. Weld ~
"A" Shis THE "5" Weld Size Length (Note })
1/16" 1/16" 1/2" 1/8" 1/4" 1/2" 3/16" 3/16" 1" k" to " (taciu.) 3/16" lir."
%" to 2" (Inclu.) 3/16" 14" NOTES:
- 2) for small bore pipe, the sais width shall not be less than 4" unless otherwise noted on drawing.
TITLE: ;vpt,.s1 Inse=etion 3 rat.ine Shim Details I;MAAING NQ. A C V. .SMI SHIg,..
Thin drawing in for inspection puroones onlv. , ,, ;
- - - - , - - , - - - m._, , , _ , - , , . - , - , , , - , , , - - - - - . . , . , , , _ , -
Attachment 6.21 .s
'01-027 Rev. 3 0
M ATERI AL'. sA-se; A-36; LENGTH OF SHIM NO 2 y SA-315cR55, 60, 65; A-570; S el/8" MIN. . m LENGTH OF SHIM NO I' ' a-515Ct35. 60, 65 30TM $1 DES)'
INANNN \\\\\\\\\\\\\\\\M
?
[//////////////////7 '
1 El \/ l [r> '
s 3 / -I(SEE WELD A~
DETAIL SHIM NO.!
- 1. : SHIM WIDW 9
\ _
! r Y///// / /////14 f.- - - - - - - - --- g7U8E SHIM A Vllllllll}llll}
r s
$ ** # F #
&. STEEL r
y,,
[,______________
f STEEL S6 b --
- 4 O i j WELD DETAIL
- i
, : m :s, STACKED SHIMS ON TUBE STEEL t) r., tarse here ,1,e, th. (TYPE 2) Min. Wald ainiana shia width is 2%". "5" Weld Size Length (Note 3)
%" unless noted otherwise on 1/8" 1/8" the drawing. 3/14" 3/16" 1"
- 3) For small bore, the veld length is k" to %" (Inclu.) 3/16" Ik" equal to the width of shim #1. %" to 2" (Iaciu.)
~
3/16" 1h"
- 4) When esabining shias, the thicker of the two shias should be attached to the tube steel unless otherwise approved by engineering.
- 5) Fillet veld size is equal to the thick-mess of shim #2, but need not exceed 3/16". Length of fillet weld is equal to ,
5 times the thickness of shim #2, but need not exceed 1 3/8". For small bore, the weld length is equal to the shia width.
O TITL E . Typical Inspection Drsving Shia Details WWG NO. SRIM R EY. Snf This drairing is for inspection purposes only. 1 2 of 3 41
Attachment 6.21 Ql-027 Rev. 3 0
MAi TRIAL:
SA-Mi A-se; 4-37o; 5.ve- WIN .
"" IN SA-313C135, 60. 45; (OCTH SCES)
\ A-515cI55. 60. 63 4
Vf///////////////A b J
$ ( T (THICKNESS
/
W MOEI S
S(SIZE OF WELD) -
a .
r
- NOTES:
_ 1) IF SEIN OF Eg5&L CE CIIATIE TIZCDISS TIAN FLANCE (T) TEIN: S=T M DOS 1/16".
- 2) IF SIZE TIIGlIISS Is LIS3 TIAI FfJECE TIICINESS TIIN: Se TI2CFJfESS OF SEIN MIEtt 1/14". (EICEPT FOR 1/8" SEIM, Sal /8" and 1/14" SE2M. 3 1/16". ..
.- , , p . ,,-
~
"A" MIN. MIN.
... SEIM WILD SEIM
/ VI!!TI(IN)* _
e F//////////l F ,. TIK(II) LINCTI(IN)
- _
I A I O d
[
1/16 1/S 1/2 1/2 1 1/2 1 1/2 2
I 1 3/16 1 i J
'Is4 to 1/2 1 1/4 2 1/4 l 1 1 1/2 to 2 1 1/2 2 1/2 I _
l
- I R ,~ lv
\ STRUCTURAL
- See Notes 2 sad 3.
W s. . . . . .
w,w -- -
g..
SHIM ON STRUCTURAL SHAPE OR PLATE (TYPE 3)
Mons:
- 1) For large bere, the miniatui shia eridth is 2%".
l
- 2) For sus 11 bere, the shia width shall act be less thas \" maess otheswise . l assed es the desvias.
/~ ~. -
~
r
- 3) For anall bere, the wald length is -
- equal to the width of the shin. .
-x .
O .
A -
- Tm.c T,,1
=.
1 ze.,e. -
- 5 This desving is for inspectims yearposes caly) SEIM 3 1
44 .
l w
vow----- ~ren -en- - --,----,-,---w m- . . . . .. . _ - - -
Attachment 6.21 QI-027 Rev. 3 O
- MATERIAL:
1 Camp medy: A$nt SA-36 b8els & Fis:ASHE SA-193 Grade 87 WutsAMME SA-194 Grade 2R
, . Lead 31stributies Flace: ASME SA-34
... V zA
\
./
5SC CATALOC CODE _ 30M. T SM) T(Ellel/16 CATALOC CODE 3 cit.FUt 10 SIZI(23) T(U)t1/16 1 1/2 1 1/2 SSC-06-100 4
SSC-06-023 3: 1 3/4 1 3/4 SSC-Ob 100 10
"~
'SSC-08-025 3: 10- 1
~
SSC-06-030 3 1 1/2 SSC-10-100 O SSC-08-030 SSC-06-040 3
4 4
1 3/4 1 1/2 1 3/4
$3C-14-100 SSC-20-100 SSC-06-120 10 10 10' 2 1/2 3 U2 i 1/2 SSC-OS-060 SSC-1>060 4 2 SSC-08-120 12 1 3/4 2
SSC-06-0$0 5 1 U2 SSC-10-120 12 SSC-OS-CSC 5 1 3/4 SSC-14-120 12 *2 1/2 SSC-10-050 3 2 SSC-20-120 12 - 3 U2 SSC-14-050 5 2 U2 SSC-24-120 12 4 U2 SSC-Obo40 6 1 U2 SSC-06-140 14 1 U2 SSC-04-060 6 1 3/4 SSC-04-140 14 1 3/4 2 SSC-10-140 14 2 l SSC-10-040 6 SSC-14-060 4 2 U2 SSC-14=140 14 2 U2 l 14 3 1/2
! SSC-06080 $ 1 1/2 SSC-20-140 SSC-OS-080 8 1 3/4 SSC-24-140 14 4 1/2 l
SSC-10-400 8 . 2 SSC-10-164 16 1 U2 SSC-14 080 8 2 1/2 SSC-06-160 16 1 3/4 3 U2 SSC-10-160 16 2 SSC-20-000 8 NOTES: .
O TITLE. TTFICAL INS?tCT13t DRai.~2tC SUPER STIFT F21 CLAMF This desving is for taspection purseses caly.
""" SSC 8
49 .
i .
l Attachment 6.21 i Ql-027 Rev. 3 O .
acet. FIFE SIZE CATALOC C005 (23) TIIN N /IO SSC-16-160 it 21/2 58c-20-160 16 3 1/2 S3c-26-160 16 & U2 18 2 l SSc-1b 180 SSC-16-150 18 2 U2
$3C-2b 180 18 3 1/2
, SSC-26-180 18 4 U2 _
18 4 SSC-36-180 20 2 SSC-10-200 SSC-14-200 20 2 1/2 - _
- SSC-20-200 20 3 1/2 .._
- SSC-16-200 20 4 U2 r 4 L..SSC-36-200 20 ' '
22 2
! SSC-lb220 .
$3C-16-220 22' 2 1/2 SSC-20-220 22 3 1/2 -
- SSC-26-220' 22 4 1/2 22 6 SSC-36-220 SSC-10-260 26 2 SSC-16-240 24 2 1/2 SSC-20-240 26 1 1/2 SSC-26-260 24 6 1/2 -
26 6 SSC- W 260 O l SSC-10-260 SSC-16-260 26 26 26 2 U2 3 1/2 2
SSC-20-160 l SSC-26-260 26 & 1/2 26 6 i SSC- W 260 SSC-10-280 24 2 SSC-16-280 28 2 U2 j i SSC-20-280 28 3 U2
, SSC-24-280 23 4 1/2 SSC- W 280 28 6 SSC-10-300 30 2 I SSC-16-300 30 2 U2 SSC-20-300 30 3 1/2 l
SSC-26-300 30 4 1/2 SSC- W 300 30 6 SSC-10-320 32 2 j SSC-16-320 32 2 1/2 3SC-20-320 32 3 U2 SSC-26 320 32 & U2 SSC- W 320 32 6 SSC-lb340 34 2 SSC-16-340 34 2 U2 SSC-20-M0 34 3 U2 SSC-24-340 34 4 1/2 SSC- W 340 34 4 SSC-lb360 34 2 SSC-16-360 36 2 U2 SSC-24360 36 3 U2 O SSC-24-340 SSC- W 360 36 34
& U2 6
TITLE; i
7 C' udWafG MQ. REV. SMT This drawin' is for insnection wreeses oniv. SSC 1 2 of ?
' 50
Attachment 6.21 i Q1-027 w- Rev. 3 ..
i 6
- h. . '
i fr~[r 'o
! - 2 I
- h"E #2 We o -
4 DETAll I :
h Due to esenfacturing tolereases, the estual thiekasse of structural shapes and plates 4 any be less than the aestaal thtaknese. This is asseptable and the wald esse need $
.1 ) between the l act aate.1be say greater e than d .e the as estusi 1 th.taknese
. .e.a if thet differesse,.(11 eed .e 1a., ! ,
j -- I P-
{
Nominal Thichaeas Allowable Difference (O)
- r L
o 43/8" 1/ 32= ;
23/g" 1/16" ,
J
- , The toes of aset rolled shapes are rounded. In that case, the edge la built up to ! '
- j , ensure full threat of the weld as shows above. '
p 1 .
futCM.
y maa s 5' y h !
9 e - - LESS p p ,
/ / TnAN es*
s ,
I
/ e > I/18"Ta 18 Q
, For thewed anglee ehere 13Se. the Laepector need met be eencerned about the weld 1 ease unless asentains la for la which case the weld will be a aeraal filler weld with sise deterstand by the thickness of the asterial and the slope. If a weld l
ciae la provided es the applicable drawing, i the dravia, weld esse will govers.
q .
. <j 1
l I.
! A l
l l '
i -
) ) 7474.8 . Typteel laspecties Drawing ,
Weld Details 1
This drawing is for inspecties perpesas caly. GRAWWG NCL g Rt V.
I II .- . . .
l l - ~ ~
- .' h.p
. g..
tVLv
. . g. ,,s a ..-e . c g.' :, 9 ' - W# ,,.. g ,. . ..
am
.. T ' " ".x.g a
- . * : ~ _ .- .T. . -U
~ --
. . M.L .-
f.~ , ,. -.
- ~*~..
Attachment 6.21 i QI-027
. __... . . . . _ _ _ m Rev. 3 3
I
- i
_ g ,, % , ,i
/ /
/ v
/ s so ca<w j
- 1 l l / /
k- e .' / /, t
.- s i i i i i s
.j !
! ! sy sv ..
l DETAll 3 ~ i' 3
[.
, i'
~
.t ,
, . 1 i
} 3) M MsFEcot SEALL TERUT WAT M 'T' SDEMB10HS SEW D TEE SERTMES t AGED WITE M EELD SIM MRat 5 M AFFLICABLE BRalrDC. AT & MDDEl1.
- T
} .
?
/ /
d as*Caceae / /d
/ / / ,4 45's4<$0*
,- 'y'. t i
. s
./
V 4 .
w
! / w t v +
5
'! , sV s[N 4
Eddhm a i -1 s ,
i.
. . - .. .. i
.) suma a
- .u.s = _somme. .manaa mu.s i.
em.m...
i a en .
$ wl m . n.n mu in. I>
- q. m* us. == -. m. m. o I s .urr .. m. - i.-
l < s . u. m , - .-. -, m, j s - - . - - -
4 is= == man - -- - .
t .s* u.. .=, .- .
s uma . u., - .. -. ... :
i TITLg; Typical Inspecties Dravtag i Wald Details ;
i This drearias is for taspeessee purposes saly. NMM #EV-gggg 8
, j , f;
] .{ -
- 52. -
i ;.' ' . ;, fr. : ,: <p .*' ? ;r.'r P N A'ai * **' W " '* '" "' ' *' !
fr -
' , . , ,8 % ...=:* - - .
--~- '~
1
(
l Attachment 6.21 \
01-027 Rev. 3 q .
'T _ _ - Y O'
So's4 < 45' d
' ' b e si\
il
- -l
^ '
The "d" dimensies shall be esasured and shall, at a sistaus, meet the requirements
- of the table belews .
{
M teeatred "d" Nia. ,
3/8 S/16 l 7/16 3/3
- 1/2 ~ 3/8 i l 9/16 7/16 ?
S/8 1/2 ;
11/16 9/16 -
3/6 9/16 :
O, 1-A g g p For 02/0A-8,> 2/3. eely the weld between points 1 S ,
C-D seeds to esasured. ,
e o .
. oi . !'
.l i
% .l DETAIL 6 l l
l 1 !
O TITL C Typical Inspection Drawing Weld Details This drawing is for taspection purposee sely. w M 48G 800. RE.V.i $n T.
' N I 3 of3 l l
$3 .
. ;j , . .
. m a., m--- .i.- - - s. -. --- - - - - - -
l Wg ?. .S* a - ,, ,-
i f;.5. -
- Attachment 6.21 QI-027 Rev. 3 ...
MATERIAL' Ama n-a6e c.1 ee n 36 V a 70 sh g got.3,to 8 Sass 06,0s,10,14 Sggs 06,0s.10.14 ..
MTALCC CDOS. af15)T!/16 TO(M1+S/16. =l/16 SEs %.% 3/8 1%
sans os 3/s 1%
as 06 '
3/s 14 -
ses 01 u2 2 O 3333 0 Iss 08 mes 03 1/2 1/2 3/6 2
2 2%
saas Le 3/4 2%
ns to 3/4 24 SEs 10 1 3 3/14 Stas to 1 3 2/14 333 14 1 3 3/14 e
TITLE; TT71 CAL USPECTION Ds#4ING STRUT /SNUlsER REAR ssACEET This drairias is for taspectian purpesas esly. G uares,n4lL RE% l bT.
O 54 tv3 isat3/1Mts e i i ,e :
3
~
J .
'rP L
Attachment 6.21 QI-027 to Rev. 3 "
j -
... . . Y .
f O
8 3 MATERIAL
- j, --
47 ;
Aa= SA-2a a..t 70 D - _ . .
- ' 1t
,e
[
OA s:25s 20.24,34 sIZKs 33,00
- . XR8 sitts 20,24,3s .
G4fALOG C098 S(IN) A 1/16 10(1N) +5/16. -1/16 j I_ftN) +1/8. =0 saas-20 1 1/4 4 335-20 afa sfg 1 1/4 4 N/A N/A suss-26 1 1/2 S 1/4 W/A N/A IRB-26 1 1/2 3 1/4 g/A Stas 36 3 N/A --
s N/A 3/A IRS-36 3 8 N/A N/A O SMRS-33 SNBB-100 1 1/2 2 1/2,3 5 1/2 8
- 2 1/16 Min.
2 1/4 Ham.
3 1/4 Min.
3/4 2
3 5/16 Mas.
- See Note 1 l
-NOT
-.E_S: .
- 1) 2 1/2" paa en eheck arrester end; 3" pia en tressition kit end.
I3EI i
TTFICAL INSFECTION DRAWINC 1 STRIT!/ NUBBER REAR BRACKET 1413 DRAWINC IS FOR INSPECTION FflRPOSES E"" meg s(ONLY. Ag y. sat IRS /SRAS /5!!FB 0 ? ef ?
55 j -
A?
Attachment 6.22 0I-027 Rev. 3 Page 1 of 1 4
VERIFICATION PACKAGE NO. -I-S-LBSR-i i
Location of Rust (Stainless Steel Only) i e
T i
t-
, e f )
i
$ i i
t i
1
?
4 h
.t s i t
3
- I I
i i
, +
h f
i 4 i i j
i
, r d
l 1
Inspector Date 1
4
Attachmsnt 6.23 QI-027 l Rev. 3 !
Page 1 of 6 ITT GRINNELL COMP 0pNT STANDARD SUPPORTS 4
INDEX 4 .
Description Page
, Steel Pipe Clamps (Fig. 295) 2 Steel Pipe Clamps (Fig. 295H) 3 Steel Pipe Clamps (Fig. 212) 4 Beam Attachments (Fig. 66) 5 Sway Strut Assembly (Fig. 211) 6 i
i 4
A I
l-LO f
i 4
l t
s s
4 I
k
. . . . , - . . . , ~ _ _ _ . . . _ . , _ _ _ _ _ . , . . _ . - . . . . _ _ _ _ . _ . . . _ . _ _ _ . _ . _ _ . - . - , . . . _ _ . . - . _ _ _ _ . _ _ - . . - - - , _ - _ . . . _ _ . - . _ _ - . _ _ _ _ _ . _ _ _ _ _ .
Attachment 6.23 91-027 Rev. 3 d(N Steel pipe Clamps double bolt pipe clamp SIZE RANGE: % througn 36 inen.
fig. 295 MATERIAL: Carcon steel.
FINISH: Black or galvanized; furnished black urtless otherwise speofied.
As4 SERVICE: Recommended for suscension of pipe re-quinng up to 4 inches of insulation ano where 'texicility of tne camp is cosiracie - wimin tne simitation et tem-
' perature and loads shown below.
MAXIMUM TEMPERATURE: 750*F.
APPROVALS: Complies with Federal Specficatic'1 WW H-171 E (Type 3) arid Manufac*urers Stancarciza-tion Society SP 69 (Type 3).
-/; INSTALLATION: Attachment to the clamp may be made with a welded eye rod 59. 278, page ph 52. or
-e-the weidless eye nut flg. 290, page ph 59.
h*:9 ._.y.' .
FIATURES:
T f e Lead boit and attachment will extend outside of 4 i inch thick pipe covering.
- f3
, -$-l
- e Load ratings meet ANSI code requirements and are
. . . , substantiated by laboratory test.
) '-
I e Rounded comers on clamp ends provide greater
.a, safety for personnel -.
/ ! ORD.ERING: Spoofy pipe size, Agure number, name.
. j!... '
- - e l h...
J.J~
...g'. a l
loads e weights e dimensions (inches) mas recem leed. IIbe for service tome upgt poo (sopress size seat 7sev in per 1es e c o E F G H
% 950 850 70 's/,, st 2'*e 2'/es % 8've a 1 1%
1 950 850 76 t 'iie 53 3 2'!. . % his a 1 1%
1% 950 850 81 1% St 3% 2" '. e % 8' e r 1 1 " '. e 1% 1545 1380 234 1 ' af,, ii.'io 4% 4's 54 % 1% 2%
2 1545 1380 254 2% 1'/ie 5% 5% *s % 1% 2'" e 2% 1545 8380 272 2 s. , , g ir.e 6% 5% 56 %: 1% 2'S' a 3 1545 1380 304 24 t'/ie 6"'io 5 'ss , . sg g iw 3%
4 2500 2230 666 3% t '/ie TSt 6% % 8!ie 2 4%
5 2500 2230 699 3'8' e t '/,e 8% 7 % ss e 2 5 6 2965 2555 1145 4% t '/ie 9'S.e 8*io % % : 2% 6 s
. 8 2365 2555 1315 5% t '/ie 10's,,, go,ie % 84s2% 7 *'s 10 3240 2990 1961 6 **e 1 ". e 12 10 ". e t % 2% 3%
12 3240 2890 2225 14 1'lio 13 1 l '!ie W x 2h 3N 14 4300 3835 3764 9'/,e 2 148/ie 12" lie 1% $3x3 10"/is 16 4300 3835 4137 10.e 2 15si,, $ 3 n t,, ,g sg , 3 t i n <..
18 4300 3835 4487 11' tie 2 16si,, 3 4uf,, sw it x 3 12" lie 20 5490 4900 5725 12 % 2 17% 1SFe t% %3 14 24 4500 4015 6590 14 4 2 19 % 17% '1% %3 to ZS 6000 11230 f7%- 2% 24% 21 % 1% %:4 20 30 7500 15000 1SY 2% 26 % 23 % 1% %a5 21 %
32 8250 19330 19 % 2% 28 25 tw %6 225s 34 9600 24840 21 % 3 31 . 27% 1% ia5 25 36 10500 25750 22 % 3 32 % 28 % 1% 1a5 25 e8ased on the adowace stresses sixiwn in the ANSI Code for Pressure Piping.
2 _
Attachment 6.23 QI-027 Rev. 3 O' P'a* c'"
- S
- heavy duty double bolt pipe clamp SIZE RANGE: 6 througn 36 inen.
flg. 295H MATERIAL: Carcen steel.
FINISH: 8:ack.
SERVICE: Recommended for suscension of pice re-Il quinng up to 4 inches of insulation and wnere flexibility
,11, of the clamp is desirable.
fini MAXIMUM TEMPERATURE: 750*F.
APPROVALS: Complies with Federal Scecificancn WW.H.171E (Type 3) and Manufacturers Standare:za-tion Society SP 69 (Type 3).
FEATURES:
~+ e Load bolt and attachment will extend outside of 4 inen thick pipe covering. .
- Load ratings meet ANSI code requirements and are f . substantiated by laboratory test.
I ORDERING: Spoofy pipe size. figure number. name.
_f -,-- I O qo -
C(;
U . 4 -
s l
((/?*Y%"Qi*--
- g. .,
=
%; C :. .;- - -*- ; 6 ;
loads e weights e dimensions (Inches) ,
menwam reeemmeseed seed.
poe the for service temperseere mae wet tape'xl in. SSFF 75FF e per 100 5 C 0 E F G H 6 3500 3125 1200 4% 1% 108/ie 8 ' '.'i o 1 % a 2'/s 6 8 4800 4285 1850 6 2 11 % 10e t4 % a 23 7%
10 5500 4910 3025 7% 2% 13 % 11 % 1% % : 3% 9 12 7000 6250 4200 8% 2": 14io 12'is 1% % a 3t 10 4 14 9500 8485 6000 9% 2": 15 % 13": I') 5. t 4 11 %
16 10000 8930 9000 80 % 3 17% 84"o 1% % a 4% 13 %
18 13800 12325 11500 12W 3W 18 4 16W 2 1 s4 14W 20 15300 13665 14000 13 % 3W 19 % 17". 2 1 a5 16 24 16300 14555 19000 15 % 3W 228'.e 19s' e 2 1 v6 18 %
28 18000 35400 18 % 4 3t% 27% 2% 1 7 23 %
~
30 20500 40600 19 % 4W 32 % 28W 2% 1 x8 24 %
32 23750 55500 21 % 4% 36 31 2% t% :8 26 %
34 25000 60400 23 % 4w 37% 32 % 2W 15 :7 25 %
36 28000 67800 24% 4w 40w 34 % 2% IW 8 30's eBased on me adowante stresses snown in me 4NSI Code for Pressure Peping.
, _ _ _ _ , _ . - , -- ^*
Attachment 6.23 QI-027 steel pipe clamps Rev. 3 O
d medium pipe clamp fig. 212 SIZE RANGE: 'ir tnrougn 30 inch.
MATERIAL: Carbon steel.
FINISH: Black or galvanized; fumashec black unless otherw.se spoofied.
SERVICE: Recommended for suscension of colo pice
-) lines or hot lines where litt!e or no insulation is required.
MAXIMUM TEMPERATURE: 750'c.
APPROVALS: Underwnters' Laboratones hsted and Factory Mutual approved for % through 8 inen pipe.
Complies with Federal Specification WW.H.171E gj (Type 4) and Manufacturers Standardization Socery y SP-69 (Type 4).
INSTALLATION: Normally used with weidless eye nut fig. 290, page ph 59, or eye rod.
FEATURES:
-c-e Load ratngs meet ANSI code requirements and are 6TM -w-@l g.m.?,
substantiated by laboratory test.
l i e Clamps tightly 19 pipe.
/c' 'i
{ l
- Wide range of sizes.
e Rounded comers provide greater safety for person-s- t .'c e nel.
p""t- i -t.1 ORDERING: Specify p:pe size, figure number. name. .
O loads e weights e dimensions (Inches) mas renom leed. its piso '*'**"'**N wet ieneroep ese esov l 7se, e per tee e e o E ! F C H l
% 500 445 29 1 ' lie l"/s2 1 ! s, ,, i,,i t irf 3, 4 500 445 1% . '
33 '/ve 18'/: 1% ' lim , %a1 18'.2 1 500 445 35 1% 'li e 180s : 1% ' lie I '/s a 1 18s:
1% 500 445 ! 38 1 '/,e l'/ie %s1 Flie 18'!as ! 'n e 18' :
, 1% 800 715 43 1'/,e W 28::: 1% i sne %1 2 8t ei 2 1340 930 113 2% % 24 2%
% %: 1 2%
2% 1040 930 124 l 2% % 3% 2% %
l %z1 3'is 3 1040 930 139 2'8/te % 3'ne 2'sf,e %a1 l % I 3'/ie 3% 1040 930 153 1 3% % 3'8/ie 38/ie % I %: 1 3%
4 1040 -930 229 3' lie % 44 3% -
% % a 1% i 48/is 5 1040 930 260 ! 4 % 4" lie 48/is ! % ! % a 1% 4%
6 1615 1440 i 547 l 4% % SN 5 l % 8
% : '% 5%
8 1615 1440 654 6 7 6%
l !
l 1 '
% % a tw 6%
10 2490 8 2220 i 1362 7' tie 1 8' lie 7%e
% %2 8'/is 12 2490 I 2220 I 1518 8% 1 9': . 8%. ! % %2 9%
14 '
2490 2220 i 2050 j 9 14 10% Sw h 9 a 2% 10%
16 2490 2220 to l%
O l 2225 , tw 11 % 10 % % x 2% 11 %
18 3060 2730 '
3156 l 115 1% 13 11 % I1 % : 2's 12's 20 3060 2730 t%
l 3581 12% 14% 12% 1% % : 2% 1 134 l 24 3060 2730 5312 15 1% 16% 15% 1% %3 I 16 %
30 3500 3300 ' 11390 18 % 2 21 % 19 1% %a4 l 20%
r8ased on tne niowsoie stresses snown in tne ANSI Coos for Pressure Pepeg.
ph-18 4
Attachment 6.23 i QI-027 ,
Rev. 3 !
beam attachments welded beam attachment fig. 66 MAXIMUM RECOMMENDED LOAD: 71.280 lbs. i
, , , , , , , , , , , MATERIAL: Carbon steel. I g SERVICE: Recommended for attaument to bottom of
,, teams. especially where loads are considera:::e and u _
- ,, , '\ ~ ~ rod sizes are large.
[ '...........:
I e HOW TO SIZE: Size of attacnment is determined by size of rod, r :
Y, D. '
- ,, APPROVALS: Complies with Federal Specificatien
\_/ . WW H 171 E (Type 22) and Manufacturers Stand-b - + -
la ardization Society SP 69 (Type 22).
l l
. H' s
INSTALLATION: If flexibility at the beam is desired.
use with bolt and eye rod fig. 278, page ph 52. or with Jw swa==
. weldless eye nut fig. 290, page ph 59, and weid as
- **'"***' shown to the left. If vertical adjustme*1t is desired, use
", E " E " with threaded rod and nut and weld the attachment in a riveneesoseon t- - -- arrinverted position to the beam as shown at left. ,,
3 } FEATURES:
- . .) e Will accommodate very heavy loads and rod sizes y lI through 3Y
- inches.
,g ~., lI e Can be installed so as to provide for either flexibility
, j- l or for vertical adjustment.
y- e Versatility afforos e<xanomical steeking and erection.
9 P]c I
F-~
~
<.1 e Beam size need not be conside ed.
.d d h :- - -! I; ORDERING: Soecify rod size. figure numeer, name.
pi9 :'
! j Specify "witn soit and nut" if recuired for 1* rod size t J
, and smaller.
!.' ' D 8 -~I~
Specify "witt pin and cotter pins
- if required for 1Ya Uf3 inch rod size and larger.
sm,cn a e,a. *****"*** -
we sonener onry #
toads
- weights e dimensions (Inches) masunum tog recommended leed, lhe net (seeres) Ib per 100 rod lateout re meet. .me.t mee =tn nest A saae 480'P rN'P and put and nut s l E l E } S H ,R , T 4 W x2Y: j 610 510 96 117 1% 2 2 '!,e % 1% %
V: % t 2M l t130 940 96 131 . .1% 2 2 "li e % 1% W
% % 2% 1 1810 1510 96 155 1% 2 2 i o % 1 V. %
% 4a3 2710 2260 192 279 1% 2 2W tV %
% 1 x4 3770 '% l 1W 3150 253 394 2% 3 2h 2 %
1 1 % x 4'.'t 2960 4150 427 629 2% 3 3 1%
1% i 1%
l 1% 2 %
1% 1% a 5 8000 '
6660 809 1022 l 24 3 . 4 tw i 2 1 2h i %
1W 1% 5% 11630 9700 1560 1902 l 4 4 !5 1% I 2% !3 I %
1% 14 a 64 15700 6 14000 1870 2418 5 5 i5 2 3% %
2 2% 64 20700 18460 2290 3055 5% 5 ' 6 2% l. 2%
3% 3% %
Fe 2' t x 7% 27200 24260 2640 3678 6% 6 !6 . 2% l 3% 4% %
2% 2% a 7% 33500 29880 266e 3965 6% 6 6 3% 4W %
2% 3 x7 l 2%
41580 37C66 2675 4075 5% 6 4 3% %
[ 1W 3 3% r 7 50580 45065 3255 4465 6% 7 1 34 4 3% %
3% 3h a 7% 60480 $3906 4510 6210 7 7 3% 4W 4% 4 3W 3% x7% 71280 63493 5340 7240 7% 8 3% 4V: 4% %
e Based on the allowaaie stresses snown n the ANSI Code for Pressure Piping.
1%* and larger are pins etn coner pens.
5
Attachment 6.23
'i QI-027 no h Rev. 3 Sway strut sway strut assembly:
fig. 211
, C-C (* 3 I/2" ADJUSTMENT) - ;
-A-'**irREAR BRACKET imcLuocs Pivor i E
-RlI ROD END (R.H.) ROD END (L.H.)l-
,1 I eJAM NUT
- l' '
EXTENSION PIECE 0 ] R l-8 {
<? M............$
' x S 0 - . '
I' s p" . '= =Y
--.A '.~
' I' - ' '
c :--------------(7 a.., SA y % ..
e w
9 .
h
' PIPE CLA$1P3 F '-
W -
' FM iactuccs s'uoi
- -- N l! F R- bA r T Q. A, r ia*
0,&D , -
] , ,$ "
f) --
~
~
] ; ; ,>
i
- r. .
r}- -
i p OPTION I OPTION 2 e
load (Ibs) e dimensions (Inches)
Most Ent.
site Leed a End C-C W Piece A Mas, nn. Mos. 44 P O 0, N R _5,, T A 650 4 1 Sen 80 1 60 IS% 52 % 9% 3% 2% 1% % ** 't .374 S 1500 1 1% Sen 40 2% 108
.372 19 % 90 % 9% 4% 5 3% % 8% t't 749 C 4500 2 .747 1 Sch 40 2% 120 19 % 110 % 9% 4% 5 3M % 1% f*= .74 9 747 1 8000 t i.'e 2 Scn ISO 2% 120 21 % 1034 11 5% 4% 3 % 14 l's 999 2 11630 IS 997 2% Sch 160 2% 120 21 % 109 % 11 5' lie 4% 3 % 1h 18= 999 3 15700 14 .997 2% Sch 160 3% 120 24 107 11 8% 54 3*/ e 1 2 I " * .s i249 4
- 247 20700 2 3 Scn 160 3% 120 26 % 106 % 12 4 64 5% 3'lis t 2 1 " 'i. I 249 5 27200 2 '. e 3 Sch 160 4 8247 120 28 % 104% 12 % 7% 64 4% 1% 24 2 ' 499 6 33500 2% 4 Sch 180 1437 5 120 30 102% 12% 8% 7% 5% 1% J 2's t 749 1.747 7 58734 3 4 Sch 160 5% 120 34 % 100 14 % to 95 6% 2 35 25 1 999 6 1.997 8 110000 4 Sch 80 7% 84 42% 58 % 17 6 12 % 14 8% 2% 4% 35, 2.199 Sch 160 7% 120 64 94 % 58 % . h7 b
a loads must r.ot De SCpised outside a 10' included angle cone of action to the pipe clamp axis vnthout special autnorization.
, pr. 33
1 Attachment 6.24 i QI-027 Rev. 3 Page 1 of 2 STANDARD MARKING / STANDARD BOLTING COMPONENTS I
u.. _ ,,,,,,.,,,,,,,
e......, ws -.. ,,,,,,,,,,,,,
s ..... u . n.. .
,, j, _
i s ...- .
G. . m...s o...,.... G. s. s oe. G..a. m..s o . . . . ..
s ai s.2,
@ c. ae 5 s.
s<. *-t Aas Asim A37e ,,, Asr. Ai+3 5%J. G,e.i. as C,.,ae n r
'l $ A t 7d 29 5... an A$r a A320 A$rm Alf3 G,ede 51 G,edestC 11 G,ed. 3s V V 8..n 8 d". 'II" '320 5.
N ! $At 429 A5fm A193 G,ede 3'2 I"5 O'd' 38I 111 O'*d'03C fe.
. Se.de VJ H.9%
- f. ..e.
- Ser..se*
' ASTM A320 A$fM A32s ,,,3 A321 ty p, 3 G,ede &87 gau v . V .
Q Higli A$fM A323 $tre g4 ,,, ASTM A320
,, g'8'S MTM Al93 W
_i
. j
. Type 2 Stewseweel
. u.. .
v Grade 88M s--~
fee.
l y c " "I L4 f fe.peesswee i 4 - '"' - . A$fM A320 . Seise I L7 MTM MM A$fM A32$
Geode 88 g Gee'de L7
,. ,~.
frpe,3 ~. , , ,
. 3
- l . .
m m
ASD4 A3M .. A 5fd A320 l '
' 8?^
.I ~GeodeeeC Grade L7A Astm A334 V V f
G.a. ..
t V .
..l.
s.,47 t
I w..
AsfM arm n s~d.
G,edeA3,34 I, ,,
. e .
m.p afu G,u. nn.i7 ie,
'G,m. , j
- V .
V r..p 1"-
Se,.4e
! SAE J429 Balte.
' #~'
l AshaA320 --
gg A$fM A3M l
U GeodeteM Geode 17C i
)
i sAu4w G ede.
Sel's, 4E uu4 um G,ede Bei 8.,
t uxum GradeLd3 l
<p $<r ew e,
. d.
AlfM A334 C.ede 80
e-.-------<,,m,-.-,,,,--.ye,ww,-.,%r,--------,.w-, e,y-,-,e-,,,m,. ,-,.-...-..-.,wv.m.- ,,,,.,v..--,---i------.es.---,..e=m--,- ,_,--&w-r.-
Attachmsnt 6.24 QI-027 Rev. 3 O STANDARD MARKING / STANDARD BOLTING COMPONENTS (cont d) l id. r...... ,,,,,,,
s .. . ..
c, a. u. o. .....
satsa:9 c,w.
asrx aser s.tr r ... .,
G cnw ats s.,m is ...c . - ,,,,,,,_ y, c.a. u.s on ~. . g, ,
m.4 sasuw i Gr.de !
V i'U:?, s". -
o .
y t*,'j:= s,s.
n.a.a.
?%
H+
5eeeage M.A .
- A$fu 4490 Seri.we.1
- ,j ASTM Al I o,w. .f.3 V
n 150 398 ,
.. . d . . ...d.
n
.g ASTM Al93 Ne Cr.d.
Gr.de 81 V
- 8 184 srm .
BA gggg gi,3 EM Gr.d.814-sei,,, . .. Iwer.w.
ISO sett S., A
- M "'
c , g.8 SWs' - - - - -
n so-
.h,, Aggg gg,3
- . g ASTM A
~
v .,so ,8 V a d. 193 e Cese 10.9 l g, A$fM Al93 Ge.de84M Il 1
4 2 1
. - - - . _ . . _ . _ . . _ , _ _ _ _ _ _ _ _ _ . . _ _ _ , . . - _ . . _ _ , , , _ _ _ _ _ , . , . , . . ~ . _ _ , ______.m_,,,__
Attachmtnt 6.25 QI-027 Rav. 3 Page 1 of 1, O LENGTH IDENTIFICATION SYSTEM Stamp On Length of Anchor Anchor- (Inches)
A 1 1/2 B 2 C 2 1/2 D 3 E 3 1/2 F 4 G 4 1/2 H 5 I 5 1/2 J 6 K 6 1/2 L 7 M 7 1/2 N 8 0 8 1/2 P 9 Q 9 1/2 R 10 S 11 O T U
V 12 13 14 W 15 X 16 Y 17 Z 18
- To be used for checking embedment length only STANDARD HILTI DATA Minimum E:abedment Length of Bolt Diameter KWIK (before torque Threads 1/4 1 1/8 3/4 3/8 1 5/8 vcries 1/2 2 1/4 1 1/4 5/8 2 3/4 1 1/2 3/4 3 1/4 1 1/2 1 4 1/2 2.1/4 1 1/4 5 1/2 3 1/4 O