ML20203A360
| ML20203A360 | |
| 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-019, QI-19, NUDOCS 8607170220 | |
| Download: ML20203A360 (148) | |
Text
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lD EVALUATION RESEARCH CORPORATION CON"ROL_ED CO?Y CONTROL NOM-N/'
COMANCHE PEAK RESPONSE TEAM QUALITY INSTRUCTION FOR ISSUE-SPECIFIC ACTION PLAN VII.c PROCEDURE NO.: QI-019 REVISTON NO.: 4 ISSUE DATE:
06/27/86 REINSPECTION OF SMALL BORE PIPE SUPPORTS m~
Prepared by:
L Jd, L Date:
G /2 5I/&c, I
i Date:
6 7![A
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Approved by: /
issue Coordinator
[//77/hh Approvedby:f Date:
On-M A Representative
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[O/27!b Approved by:
Date:
QA//)U Review Team Leader
/
8607170220 860711 PDR ADOCK 05000445 A
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QI-019 Rav. 4 1.0 PURPOSE
[T This procedure provides instructions and accept / reject criteria for V
the reinspection of Small Bore Pipe Supports 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 Small Bore Pipe Support population.
3.0 REFERENCES
3.1 Memo QA/QC-RT-311 to A. A. Patterson delineating documentation used in development of procedure including specific sources for attributes and exclusions.
3.2 CPP-009, " Performance of Reinspection and Documentation
, Reviews."
3.3' Brown & Root Procedure, QI-QAP-10.2-4B, Revision 3 dated June 3, 1983, " Ultrasonic Examination of Hilti Bolts."
f 4.0 GENERAL 4.1 Responsibilities A.
QA/QC Discipline Engineers The QA/QC Discipline Engineers prepare the inspection procedure delineating reinspection requirements and attributes.
B.
QA/QC Inspectors QA/QC Inspectors perform reinspection / verification in accordance with this inspection procedure and record observations and deviations.
4.2 Policy Activities performed under this procedure shall conform to the policies contained in the latest Comanche Peak Response Team Program Plan and Issue-Specific Action Plan VII.c.
O 2
QI-019 Rev. 4 5.0 INSTRUCTION (Note 28, 30,-12, 34, 35).1 Reinspection Checklist shall be used by the Inspector to document inspection results in accordance with Reference 3.2.
j 5.1 Support Identification (1.0) 5.1.1 Verify support is permanently marked with the support 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.? Support Location and Orientation (2.0) 5.2.1 Verify support location and orientation as dimensioned on design drawing and BRHL (Brown & Root Hanger Location) g CHH (Gibbs & Hill Hanger) 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:
A.
Dead Weight Supports 1.
location axially shall be 12 inches for Unit 2.
Unit I and common shall be 2 inches.
2.
Angularity shall be il degree for Unit 2 (i5 degrees for Unit 1 and Common) or as noted on design drawing.
B.
Seismic Restraints (restraints, anchors, guides, etc.)
l 1.
For ASME Class 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 the QA/QC Discipline Enginee9 on Reinspection Checklist where required.
O 3
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QI-019 Rsv. 4 5.0 INSTRUCTION (Cont'd) 5.2, Support Location and Orientation (Cont'd) 2.
For ASME Class 2 and 3:
Location tolerance is 16 inches on the span indicated on the location drawing for Unit 2.
The tolerance is not to be projected through or around fittings or components. Unit I and Common shall be 12 inches.
Locations of supports, identified with an asterisk (*) next to the dimension on the location drawing having a location tolerance of i 1/2 inch.
(Note 1)
Attachments to center of structural steel reaction members shall be within
-t2 inches axially and 12 degrees of angularity (unless shown on DWG/ CMC).
(Note 2) 3.
Angularity shall be il degree for Unit 2 (15 degrees for Unit I and common) or as noted on design drawing.
5.3 Configuration (Note 10) 5.3.1 Verify all installed components are listed in Bill of (3A)
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 en the typical inspection drawings.
(Attachment 6.19)
B.
Springs, struts and snubbers can be verified by checking the model no./ catalog code against the Bill of Materials on the DWG/ CMC.
C.
Structural component can be verified by checking the appropriate nominal dimensions.
D.
ITT Grinnell components in Unit I and Common, can be verified by checking actual nominal dimensions against dimensions given in.26.
O 4
Q1-019 Rev. 4 5.0 INSTRUCTION (Cont'd)
()
5.3 Configuration (Cont'd)
V 5.3.2 Determine the material identification, i.e., heat (3B) number or vendors unique identifier, by recording the item no., description, and appropriate identification on Attachment 6.8.
Items with no identification or identification not distinguishable shall be clearly indicated. This information is required for document reviews only.
5.3.3 Verify component installation is in accordance with the (3C) design drawing / component modification card and is within tolerances listed in 5.3.4.
Skewed member attachment points shall be based on centerline of skewed member and not the center of the " footprint" created by the physical attachment.
5.3.4 All dimensions shall be per DWG/ CMC except for (3C) tolerances noted below:
A.
Bolt Hole Location 1.
Baseplates From centerline of support attachment to
(~g centerline of bolt i 1/4 inch.
V 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 i 1/4 inch.
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.
O 5
QI-019 Rzv. 4' 5.0 INSTRUCTION'(Cont'd)
(
5.3 Configuratinn (Cont'd)
B.
Attachments to baseplates 1/4 inch.
C.
Component member length 1/2 inch.
D.
Component member locations 11 inch (other than baseplates)
E.
Reference (REF) dimensions 12 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.
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, f3 g
.5.3.5 Verify that the clearance meets the following criteria:
(3D)
A.
Box Frame Supports Where design shows 1/16 inch on both sides, the total dimensional tolerance shall be 1/8" 1/16" (e.g. 0" on one side with 1/8" !
1/16" on the other,1/16" i 1/32" on both sides or any combination).*
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.*
Where design shows clearances greater than 1/4 inch, the dimension shown is the minimum.
Dead Weight supports shall be 0" in the gravity direction with no tolerance allowed at that portion. All other tolerances remain for balance of clearances.
Dead Weight supports are identified by a "D" at the end of the support mark number or are spring type supports.
6
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QI-019 Rsv. 4 5.0 INSTRUCTION (Cont'd)
[')Y 5.3 Configuration (Cont'd)
Where design shows 0" on bottom (in the gravity. direction) then it shall be such with no allowable variation.
B.
Welded and Bolted U-Guides (Note 26)
Maximum accumulative clearance: 3/16 inch (in one direction)
Minimum accumulative clearance:
1/32 inch (in one direction)
C.
Shear Lugs (integral attachment)
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.
The allowable circumferential deviation in
~g the pipe attachment location of the lugs is 1/8 inch.
D.
Shims Where shims are used to maintain clearance, the typical shim detail sheets shall be adhered to (Attachment 6.1).
E.
U-Bolt Type Supports (Note 39) 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 DWG/ CMC, baseplates attached (3E) to floors are grouted.
5.3.7 Verify wall and ceiling baseplates fit flush against (3F) the 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.
7
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QI-019 Rev. 4 5.0 INSTRUCTION (Cont'd)
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5.3 Configuration (Cont'd) v B.
The gap on wall and ceiling plates may be grouted using cement or epoxy grout.
C.
Gaps greater than 1/16 inch shall be shimmed using steel shims around or adjacent to the Hilti or Richmond anchors.
5.3.8 Identify bolts less than 1-1/2 diameters edge distance (3G) and record dimension from bolt centerline to edge of plate on Attachment 6.2 for later review.
5.4 Bolting (NOTE 33) (4.0) 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 6.17) s 5.4.3 Verify the thread engagement for Richmond inserts is at (LC) 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 examination shall be performed in accordance with Reference 3.3 (Brown and Root shall 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-019 Rev. 4 5.0 INSTRUCTION (Cont'd)
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l RICHM0ND INSERTS ONLY Thread engagement (E) = L - (W+ M + 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.)
O G = thickness of grout, in. (where applicable)
L = Bolt length, in. (from Bill of Materials) 9
QI-019 Rev. 4 5.0 INSTRUCTION (Cont'd) 5.4 Bolting (Cont'd) s, a
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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 tight.
(4C)
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 G
sufficiently tightened so they cannot be moved by hand V
(no wrench). (Note 20) 10 J
QI-019-Rsv. 4 5.0 INSTRUCTION (Cont'd)
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5.4 Bolting:(Cont'd) u)
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 will 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) On this item, inspector shall note the distance from top of nut to upset thread on inspection checklist.
(note 11) i 5.4.7 Verify standard U-bolts used with a single' strut or l
(4F) snubber are torqued to the level specified on the DWG/ CMC. The tolerance on the torque shall be the g
calibration of the torque wrench used. Where no torque is specified. verity that 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 j
(4E) the plate as shown on the DWG/ CMC.
5.5 Welding 5.5.1 Integral Attachment Welds (NOTE 31) i A.
Location, Size and Profile (5.1A,B,C)
Verify weld configuration (fillets only) and location as shown on the drawing.
Verify the weld size
- and length meets or exceeds the minimums specified. For fillet welds, refer to Attachment 6.4.
(Note 13)
! O 1
11
QI-019 Rev. 4 5.0 INSTRUCTION (Cont'd) j }
5.5 Welding (Cont'd)
For bevel welds the size is verified by assuring the joint is welded flush.
B.
Butt weld Reinforcements (5.lD)
Verify height of reinforcement complies with.5 (Note 15)
C.
Undercut (5.1E)
Verify undercut does not exceed 1/32".
Record undercut, regardless of size on inspection checklist. This information is required for verification of minimum wall during documentation review.
D.
Surface of welds (5.1F)
Verify surface of welds are sufficiently free of overlap, abrupt edges and ripples so proper interpretation of radiographic and/or other required NDE could be accomplished.
E.
Offset of Butt Welds (5.1G) iV Verify maximum offset for finished butt welds is not greater than shown in Attachment 6.6, Table B.
Verify offsets within tolerances of
".6, Table B have been faired to at least 3 to 1 taper over the width of the finished weld.
F.
Cracks, Lack of Fusion, Porosity, Crater cracks (5.1H)
Verify the welds have no visible cracks, lack of fusion or crater cracks.
Verify welds have no porosity or rounded indications which exceed the following:
1)
Only indications with major dimensions greater than 1/16 inch shall be considered relevant.
2)
Rounded indication with dimensions greater than 3/16 inch are unacceptable.
12 O
)
QI-019 Rev. 4 5.0 INSTRUCTION (Cont'd)
O(7 5.5 Welding (Cont'd) 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) or 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.
G.
Welder ID Symbol (5.11)
Determine welder symbol is marked and record such on Attachment 6.7 for later document review. Identify the welder symbol (s) by placing "(I)" after the welder symbol.
H.
Rust (Stainless Steel only) (5.1J) 1.
Record and identify on Attachment 6.21 the location of any rust which has developed on welds.
-LJ 2.
Record and identify the location of any rust which has developed on the material within two (2) feet on either side of the weld (s) being reinspected. Use Attachment 6.21.
5.5.2 Support Welds (NF) (NOTE 32)
A.
Location, Size and Profile (5.2A,B,C) (NOTE 36)
Verify welds are located as shown on drawings. Record any welds that are in addition to those specified on the drawings.
(Attachment 6.3)
Verify weld size
- and length meets or exceeds the minimums specified. For fillet welds, refer to Attachment 6.4 (Note 14, 21, 22, 23, 27)
- For bevel welds the size is verified by assuring the joint is welded flush, l
QI-019 Rsv. 4 5.0 INSTRUCTION (Cont'd)
O) 5.5 Welding (Cont'd)
(
5.5.2 Support Welds (NF) (NOTE 32) (Cont'd)
B.
Butt Weld Reinforcements (5.2D)
Verify height of reinforcement on each face of butt weld does not exceed the value specified in Attachment 6.5 (Note 15, 24)
C.
Undercut (5.2E)
Verify undercut does not exceed 1/32 inch.
D.
Surface of Welds (5.2F)
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.
E.
Offset of Butt Welds (5.2G)
Verify maximum offset for finished butt welds is not greater than shown in Attachment 6.6, Table A.
. Verify oftsets within tolerances of.6, Table A have been blended uniformly over the width of the finished weld.
F.
Cracks, Lack of Fusion (5.2H)
Verify no lack of fusion or cracks are l
visible and that there are not any linear indications in excess of 1/16 inch.
(Note 16)
G.
Welder ID Symbol (5.2I)
Determine if a welder symbol is present (do not remove paint) and record on Attachment 6.7.
This information is required for document review only and has no accept / reject criteria.
14
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QI-019-Ray. 4 5.0 INSTRUCTION (Cont'd)-
4
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5.5 Welding'(Cont'd)
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5.6 Concrete Expansion Anchors (HILTI) (6.0)
A.
Anchor Bolt Size (6A) i Verify: anchor bolt size. This can be accomplished by using a gauge or rule to distinguish nomina 1Ldiameter sizes ranging between i and 1-1 inch diameter in-increments of 1/8 inch.
B.
Anchor Bolt Length and Type (6B)
Verify anchor bolt length and type by the letter designation stamped on the top of the. bolt (Attachment 6.12); remove paint if necessaty. Super. kwik bolts are identified by a star in addition to the letter designation.
1 Note:
Hilti and Super-kwik Hilti bolts 19 inches i
and longer may be stamped with numbers to indicate length.
If length identification is not verifiable or visible, an ultrasonic examination shall be performed in-accordance with procedure QI-QAP-10.2-4B, Brown & Root shall perform UT and provide copy of results to inspector for inclusion in verification package.
l Once ultrasonic examination is complete, record actual length on inspection checklist, and initiate a deviation report.
l C.
Embedment Length (6C)
Verify that the Hilti anchor bolt embedment plus the nut thickness (from Attachment 6.12 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 6.12.*
Determine the Hilti anchor bolt embedment by measuring the projected length of the anchor bolt from the i
structural concrete ** surface. Subtract the anchor projected length from the designated anchor length to arrive at the Hilti anchor bolt embedment. The i
designated anchor length is that shown on Attachment l
6.12, unless the stamp is indistinguishable in which case the U.T. recorded length should be used.
O 15 l
1
QI-019 Rsv. 4 5.0 INSTRUCTION (Cent'd)
()
5.6 Concrete Expansion Anchors (HILTI) (Cont'd)
- NOTE:
When the letter designation stamped on Hilti bolt is not identified by Attachment 6.12 the Hilti bolt attributes regarding length of Hilti's can conservatively be inspected by using Attachment 6.22.
- NOTE:
In floor and roof areas where topping has been placed, the thickness of the topping shall be taken into account in determining the projected length. In these areas the thickness of the topping shall be added to the measured projected length.aken from the concrete surface. The inspector shall ensure that a measurement for. copping is provided in the inspection package for-all floor or roof slabs. This value may be "0" if the floor or*
roof has been monolithically placed.
D.
Anchor Bolt Spacing (6D) 1.
Verify for each Hilti, center-to-cc.nter spacing of adjacent anchors of the same size (not on the same attached fixture) is not less than 10 anchor diameters unless s
specified on DWG/ CMC. For unequal sized bolts, the minimum spacing (unless shown on DWG/ CMC) is as shown on Attachment 6.13.
I i
i i
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16
. _., _ ~. - _ _ _.. _.. -
QI-019 Rev. 4 5.0 INSTRUCTION (Cont'd)
()i 5.6 Concrete Expansion Anchors (HILTI) (Cont'd) 2.
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 specified in Attachment 6.14 unless shown on design documents.
Note:
Any items covered by baseplate /
equipment base will be checked by document review.
3.
Verify that the minimum distance of each Hilti anchor to any adjacent embedded plate meets the following requirements of.15.
a.
Attachments located within 12 inches of a Hilti anchor bolt shall have spacing as shown on Attachment 6.15.
b.
For embedment plates without any attachment within 12 inch clearance distance, the anchor may be as close as f-'S practical to the edge of the plate
(,,)
without damage to the plate.
E.
Anchor Bolt Angularity (6E) 1.
Verify each Hilti anchor installed has its long (longitudinal) axis within 6' from the perpendicular of the surface it is set into..16 gives inspection requirements.
F.
Anchor Bolt Nut Engagement and Bearing (6F) 1.
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.
2.
Verify nut and washer cf each Hilti anchor has proper bearing and that a minimum of one washer (standard or plate) has been provided.
The washer shall completely cover the hole in the base plate. A bevel gauge shall be used for du ermining if the gap is less than 1:20 (Attachment 6.17).
17
-QI-019 Rzv. 4 5.0 INSTRUCTION (Cont'd)
[v)
5.6 Concrete Expansion Anchors (HILTI) (Ccnt'd) 3.
Verify no visible weld has been made to anchor bolt or nut.
4.
Verify that nut for each anchor has not bottomed out.
Use thread length in.22 and measured projection to determine acceptance.
G.
Concrete Damage (6G)
Verify structural concrete surrounding the fixture is not broken or spalled as a result of installing the Hilti anchor. It spalling exists, verity the depth does not exceed the following:
Maximum Acceptable Hole Size Spall Depth
- 5/8 inch and under 1/2 inch 3/4 inch to 1 1/4 inch inclusive 3/4 inch
- If the area in question includes a 2-inch topping the maximum spall depth may be increased to f-'s the depth of topping.
5.7 Component Support Catalog Items (Attachment 6.1, Note 25)
(7.0) 5.7.1 Snubbers (Note 5)
(7A)
- 1. Angularity Verify snubbers are installed within a tolerance of I degree of the angle shown on the DWG/ CMC for Unit j
- 2. ( 5 degrees for Unit 1 and common)
- 2. Jam Nut Torque Verify torque of eye-rod jam nut of extension piece for ITT-fig. 307 snubbers as follows:
(Note 20)
Standard Pipe Clamps Snubber size 1/4 1/2 1
3 10 35 100 Torque Value (ft-lbs) 40 40 40 80 100 150 220 llO l
18
QI-019 Rev. 4 5.0 INSTRUCTION (Cont'd)
(N 5.7 Component Support Catalog Items (Cont'd)
O Verify torque of load stud jam nut, using a calibrated torque wrench, as follows:
(Note 4, 20)
Standard Pipe Clamps Snubber size 1/4 1/2 1
3 10 35 100 Torque Value (ft-lbs) 20 20 65 145 280 485 1050 NPS Super Stiff Clamps (SSC)
SSC Size 06 08 10 14 20 24 36 Lock Nut Torque (ft-lbs) 15 40 80 170 520 1000 3300 Western Pipe Clamps Torque values are listed on DWG/ CMC
- 3. Parallelism Verify pipe ~. amp halves are parallel. For acceptance criteria see Attachment 6.9.
Measure and record dimensions on this attachment.
- 4. Pin-to-Pin Cold Setting gw Verify C-C dimensions do not exceed those given in
(_,/
Table 5.7-2 (page 32) or 1/8 inch of the A-C dimension shown cn DWG/ CMC for Unit 2 only.
- 5. Bearing Spacers Verity rear bracket / pipe clamp has installed bearing spacers.
It is acceptable to have one spacer. The resultant gap shall be less than the thickness of thinnest installed spacer.
(Note 6)
- 6. Thread Engagement Verify minimum thread engagement of bolting in adapter plate. Measure and record plate thickness and depth of bolt recess for bolts which have less than full threaded engagement in the plate.
(Attachment 6.10)
Snubber sizes 1/4 and 1/2 are inaccessible for this inspection. When these sizes are encountered, enter "N/A" on the reinspection checklist and note the snubber size in remarks.
Acceptance criteria is as follows:
Snubber size 1
3 10 35 100 Thread Engagement 5/16" 5/16" 9/16" N/A N/A f\\
Q 19
QI-019 Rsv. 4 5.0 INSTRUCTION (Cont'd)
'N 5.7 Component Support Catalog Items (Cont'd)
(b
- 7. Safety Wire Verify safety wire is installed, is not damaged and is crimped.
(Except for Size 35 and 100 which do not utilize safety wire)
- 8. Eye Rod Threads Verify exposed eye rod threads are free of extraneous material with the exception of paint.
- 9. Eye Rod Thread Engagement Verify eye rod thread engagement through the sight hole or by star stamp. The star stamp indicates upset threads.
- 10. Binding / Offset Verify eye rod ends are free of binding within the clamp and/or bracket. Maximum allowable offset is 5 degrees or that shown on DWG/ CMC.
- 11. Fasteners
-w v-Verify all fasteners, spacers and cotter pins are in place and secure.
- 12. Spherical Bearing Verify spherical bearing has not become dislodged and is free of extraneous material.
5.7.2 Sway Struts (Note 5) (7B) 1.
Hardware Verify sway strut assembly contains all of the necessary hardware as follows:
A.
Rear bracket (building attachment portion of the strut)
NP,SI - Includes bracket, connecting pin, bearing spacers and two cotter keys.
(Notes 6, 8)
ITT Grinnell - Similar to NPSI except the connecting pin may be secured with
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locking rings rather than cotter keys.
20
QI-019 Rev. 4 5.0 INSTRUCTION (Cont'd)
./~N 5.7 Component Support Catalog Items (Cont'd)
O 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.
4 ITT Grinnell - Similar to NPSI except that the 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 1 degree of angle shown on DWG/ CMC for Unit 2.
( 5 degrees for Unit 1 and Common)
,e -
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 Verify eye rod thread engagement through the sight hole or by star stamp. The star stamp (5 or 6 pt.) indicates upset threads.
7.
Eye Rod Jam Nut l
Verify eye rod ja., nut (1 on NPSI and 2 on ITT Grinnell) are snug tight.
(Note 3, 20)
J 8.
Binding / Offset Verify eye rod ends are free of binding 4
within the clamp and/or bracket. Maximum f
allowable offset is 5 degrees or that shown on DWG/ CMC.
21
QI-019 Rev. 4 5.0 INSTRUCTION (Cont'd)
/~)
5.7 Component Support Catalog Items (Cont'd)
V 9.
Fasteners Verify all fasteners, spacers and cotter pins are in place and secure.
10.
Bearing Spacer (s)/ Vertical Load Pin Verify when strut pin is installed in the vertical position and only one spacer is in place, the spacer is on the bottom.
11.
Bearing Spacers Verify rear bracket / pipe clamp has installed bearing spacers.
It is acceptable to have one spacer. The resultant gap shall be less than the thickness of thinnest installed spacer.
(Note 6) 12.
Torque of Load Stud Verify torque of load stud jam nut (where provided), using a calibrated torque wrench, (S
as follows: (Note 4, 20)
V NPS Super Stiff Clamps (SSC)
SSC Size 06 08 10 14 20 24 36 Lock Nut Torque 15 40 80 170 520 1000 3300 (Ft-lbs)
Western Pipe Clamps Torque Values are listed on DWG/ CMC 13.
Parallelism Verify pipe clamp halves are parallel. For l
I acceptance criteria see Attachment 6.9.
Measure and record the dimensions shown on.9.
5.7.3 Spring Can/ Constant Support (Note 5) (7C) 1.
Size Verify factory size code on the name plate is the same as shown on DWG/ CMC.
2.
Travel Stops
()
Verify that travel stop is installed except for those supports in Unit I and common.
22 i
QI-019 Rsv. 4 5.0 INSTRUCTION (Cont'd)
()
5.7 Component Support Catalog Items (Cont'd)
(These supports have gone through HFT.)
Where travel stops have been removed, verify that spring / constant support is not obstructed to move throughout it's vertical travel range. (Note 9) t 3.
Beam Attachment Verify location and orientation of beam attachment.
4.
Support Rod Verify support rod has no slack and is fully engaged.
5.
Threads Verify threads are free of extraneous material with the exception of paint.
6.
Thread Engagement
)
Verify rod thread engagement in support load coupling. Load coupling is provided with a sight hole.
7.
Angularity Verify load coupling and lower rod assembly are not more than 5 degrees from the vertical unless specified on DWG/ CMC.
8.
Fasteners l
l Verify all fasteners are in place and secure.
5.7.4 Low Friction Bearing Plates (7D) 1.
Location Verify low-friction bearing plates are installed in the location shown on DWG/ CMC.
2.
Plate Type Verify Lubron AE-40 or AE-30 plate is used for supports in the reactor building.
23
QI-019 Rsv. 4 s
5.0 INSTRUCTION (Cont'd)
/~'N 5.7 Ccmponent Support Catalog Items (Cont'd)
U 3.
Lubricant Verify machined surface is evenly coated with lubricant. (This is approximate. Do not use measuring device. Visual inspection only.)
4.
Corners V
-li-or plates which have rounded corners th.f radius does not penetrate the bonded
.e lubricant.
5.8 Modified Component Support Catalog Items (8.0)
Using weld inspection criteria in Section 5.5.2 of this 01, perform the following inspections:
(Note 37, 38)
A.
NPSI Sway Struts (8A)
- 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 ('i)
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"
- Weld sizes are the minimum, but need not be larger than the thickness of the collar.
B.
ITT Grinnell Sway Struts (8B)
For ITT Grinnell Sway Struts verify the following fillet weld sizes are met as a minimum:*
l0 24
~
QI-019 Rsv. 4 5.0 INSTRUCTION (Cont'd)
{}
5.8 Modified Component Support Catalog Items (Cont'd)
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.
C. Snubber Transition Kits (8C)
For ITT Grinnell and NPSI Snubber Transition Kits, verify the following fillet weld sizes are met as a minimum:*
Snubber Size 1/4 - 1/2 1
3 10 35 100 Weld Size 3/16" 3/16" 3/16" 1/4" 3/8" 5/8"
D.
NPSI Forward Snubber Brackets for sizes 1/4 through 10 (8D)
I 1.
Bracket Dimensions (i)
O(_)
Verify C-C dimension of the forward bracket meets the requirements of the following:
i O
25
-p.-,
-,w- - - -
em
-w
-r-a,-----3
- --------------r----
r'"
-- * - - ^ - - -
01-019 Rev. 4 5.0 INSTRUCTION (Cont'd)
()
5.8 Modified Component Support Catalog Items (Cont'd)
- 2. Forward Bracket Welds (ii)
Verify lug and mounting plate are welded together using the minimum weld sizes below:
SMF 1/4 1/2 1
3 10 Weld Size 3/16" 3/16" 3/16" 1/4" 5/16" Weld Lgth 3/4"LG 3/4"LG ALL AROUND 3.
Distortion (iii)
Verify that there is surface contact between the mounting.
plate and it's attachment point on the snubber.
E.
NPS Forward Snubber Brackets for Sizes 35 & 100 (8E)
- 1. Bracket Dimensions (1)
Verify C-C dimension of the forward bracket meets the requirements of Attachment 6.24.
- 2. Forward Bracket Welds (ii)
Verify welds on Forward Bracket welds meet minimum requirements of Attachment 6.24.
F.
Dual Spring Can Assemblies
- 1. Assembly Dimensions (i)
Verify assembly dimensions are in accordance with.25 including those of added components.
- 2. Weld Sizes (ii)
Verify assembly weld sizes meet the minimum requirements given in Attachment 6.25.
O f
26
QI-019 Rev. 4 NOTES:
D)
/
1.
In addition to asterisk (*), where ASME Class 2 and 3 supports require the same location tolerances as ASME Class 1, a stress problem number is identified on the design drawing.
2.
A reaction member is defined as a member which is part of the building structure (i.e., embeds or embedded plates and strips).
Parts of the support, (i.e., baseplates) are not considered as reaction members.
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.
4.
In order to verify torque, the load nut must be held in place and torque applied to jam nut.
~
5.
On dual snubber / strut / spring can installation, inspector shall identify snubbers / struts / spring can and associated components with an A and B when referencing inspection results.
6.
If there is more than one spacer thickness used, or if the spac'er thickness is not in accordance with Attachment 6.11, record the thickness of each installed spacer and the resultanc gap to the nearest 1/32" on Attachment 6.11.
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 thef-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 6.19 for description and dimensions.
11.
At least two thread cross sections should be deformed in at least two places 180 degrees apart.
12.
Inspector shall record inspection tool code from Attachment 6.18 on inspection checklist for those tools used in inspection.
13.
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.
14.
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.
27
QI-019 Rev. 4 NOTES:
(Cont'd)
.O This covers those welds described above which may or may not require weld wrap around. Types of connections involved includes 1
tube steel to tube steel and tube steel to structural members (plate, wide flanges, etc.).
For those type 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."
l Should the component support structure contain only single flare bevel and fillet (non-continuous, single sided) welds; then there is no accept / reject criteria for weld length.
In addition to referencing QA/QC PDR 4 in the t emarks column, a note stating that "No length criteria given for support welds "shall be applied."
l
- 15. The. surface of the reinforcement of butt welded joints may be flush with the base material or may have uniform crowns.
16.
Painted welds can only be inspected for this item without removing paint.
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 l
a minimum of 75% of the standard nut depth.
20.
ONLY ON BOLTED CONNECTIONS WHICH HAVE NOT BEEN PAINTED.
i 21.
For fillet welds on skewed angles greater than 135*, the inspector shall not be concerned with weld size, unless machining is called I
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 6.19.
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 6.19.
1 l
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 j
adjoining members.
i O i
28
01-019 Rav. 4 NOTES:
(Cont'd)
()
25.
Use Attachment 6.19 for NPSI component support catalog items. For
\\m)
ITT Grinnell Components and Western Pipe Clamps used in Unit 2, refer to DWG/ CMC.
For Grinnell parts used in Unit I and Common, refer to Attachment 6.26.
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 as 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.19.
28.
The inspection attribute number from the checklist is shown in parenthesis next to appropriate inspection requirement.
30.
In the course of inspection the inspector shall note any item not covered by reinspection / verification which appear out of the ordinary as related to the construction of the inspected item or surrounding area. Note such in the remarks column of inspection checklist and initiate an out-of-scope observation. This observation shall be listed on package table of contents and stored with the package in records.
31.
Paint is not to be removed from the integral attachment weld.
)
Criteria for visual inspection through paint shall apply.
( /
When it is necessary to measure weld dimensions during the course of an inspection, such dimensions shculd 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. The inspector 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 ensure that torque wrenches are properly calibrated and logged as such.
34.
Should additional space be required for remarks on checklist, use.20.
35.
Inaccessible items and/or dimensions shall be so noted in remarks
()
column on inspection checklist.
29
QI-019 Rev. 4 NOTES:
(Cont'd) 0' t
\\
36.
Type 2 skewed welds need not be inspected for size and profile.
\\~ l (Attribute 5.2.B,C) 37.
The inspector shall inspect all welds delineated in this section as 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.
38.
Where a deviation exists, the inspector shall include in the deviation report the location of the deviation.
(i.e., identify which end of the component, use a sketch if required).
39.
U-Bolt type supports shall mean springs, struts or snubbers or frames utilizing's U-Bolt.
40.
For standard marking identification of bolting see Attachment 6.23.
i l
f i O 30
QI-019 Rev. 4 Page 1 of 1
' Table 5.3-l' Min. Edge.
Bolt 9 Distance 3/8" N/A 1/2" 3/4" 5/8" 7/8" 3/4" 1"
tu
-1.if4n 1 1/4" 1 5/8" 1 1/2" 1 7/8" 1 3/4" 2 3/16" 2"
2 1/2" 31
-QI-019 Rsv. 4 Page 1 of 1 Table 5.7-2 O
SNUBBER SIZE 1/4 1/2-1 3
10 35 100
' Type MAXIMUM PIN-TO-PIN (C-C) INCHES
- A 12 3/16 9 5/16 14.9/16 19 1/8 23 5/16 30 35 13/16 B
62 62'3/4 62 61 1/4 72 117 117 C
19 1/2
'17 1/4 22 7/8 28 7/8-34 1/4 48.7/8 61 3/4 D
66 66 66 68 100 120 120
- With snubber set at midstroke.
O TYPE A - ITT Grinnell - Fixed TYPE B - ITT Grinnell - Adjustable TYPE C - NPSI - Fixed TYPE D - NPSI - Adjustable l
l l
l l
l l
l O
32 L.
QI-019 Rev. 4 Page 1 of 1 6.0 ' ATTACHMENTS
[
6.1 Inspec' tion Checklist
'6.2 Bolt edge distance-(informational)f 6.3 Additional. Welds 6.4 Fillet Weld Size 6.5. Butt Weld Height Reinforcement 6.6 Butt Weld Offset 6.7 Welder Identification 6.8 Material Identification 6.9 Clamp Parallelism 6.10 Snubber' adapter plate thread engagement 6.11 Bearing Spacer Gap (informational) 6.12 Hilti Anchor Designation and Setting Requirements 6.13 Minimum Spacing Between Hilti Expansion Anchors 6.14 Minimum Anchor Clearances 6.15 Minimum Clearances to Embedded Plates 6.16 Anchor Angularity 6.17 Nut Bearing 6.18 Inspection Tools and Codes 6.19 Typical Inspection Drawings 6.20 Supplemental Remarks 6.21 Location of Rust 6.22 Hilti Length Designations 6.23 Standard Bolt Marking Identification 6.24 Modification of Forward Brackets 6.25 Modification of Dual Spring Can Assemblies 6.26 ITT Grinnell Components O
33
Attachmtnt 6.1 COMANCHE PEAK RESPCNSE TEAM QI_019 CHECKLIST Rev. 4 POPULATION DESC VERIFICATION PKG NO.
SMALL BORE PIPE SUPPORTS I-S-SBPS-PAGE 1 0F 6 QUALITY INSTRUCTION QI-019 X REINSPECTION C UNIT 1 EQUIPMENT MARK / TAG NO.
DOCUMENTATION REVIEW UNIT 2
[ COMMON VERIFICATION ANBME REMARKS ACCEPT REJECT DATE 1 Identification 2 Location and Orientation 3 Configuration A. Components B. Materials N/A N/A Document Review only' C. Installation D. Clearance E. Grouting F. Baseplates O
G. Edge Distance N/A N/A Information Only 4 Bolting A. Engagement B. Surface Contact-C. Richmond Insert D. Locking Devices E. U-Bolts F. Torque Wrench No.
Cal. Due PREPARED BY:
APPROVED BY:
DISCIPLINE ENGR.
DATE LEAD DISCIPLINE ENGR.
DATE INSPECTED BY:
APPROVED BY:
O INSPECTOR DATE LEAD INSPECTOR
-DATE CPP-007.1A, Revision 0
A ;;;ch.;.: 5.1 QI-019 COMANCHE PEAK RESPONSE TEAM Rev. 4 CHECKLIST.
E N N N O NhE SUPPORTS Nhggg0,NPKGNO.
2 6
PAGr. _ 0F VERT.FICATION A N BUTE 3
ACCEPT REJECT DATE 5 Welding 5.1 Integral A. Location B. Size C. Profile D. Reinforcement E. Undercut F. Surface G. Offset H. Cracks, Lack of Fusion
- 1. Welders ID J. Rust e
5.2 Non-Integral A. Location B. Size C. Profile D. Reinforcement E. Undercut F. Surface G. Offset H. Cracks, Lack of Fusion I. Welders ID N/A N/A Document Review Only 6 Concrete Expansion Anchors A. Size B. Length C. Embedment D. Spacing E. Angularity F. Nut Engagement and Bearing G. Concrete Damage i
!O L
w -vo, um avision 0
l Aitaa..c.; 5.1 QI-019 COMANCHE PEAK RESPONSE TEAM Rev. 4 CHECKLIST N E b k k SUPPORTS
~Whbh PAGc ___3 6
0F VERIFICATION A
ACCEPT REJECT DATE 7 Component Support Catalog Items A. Snubber
- 1. Angularity
- 2. Jam Nut Torque
- 3. Parallelism
- 4. Pin-to-Pin Cold Setting
,, 5. Bearing Spacers
- 6. Thread Engagement
- 7. Safety Wire
- 8. Eye Rod Threads
- 9. Eye Rod Thread Engagement
- 10. Binding
/ Offset
- 11. Fasteners
- 12. Sperical Bearing B. Sway Struts
- 1. Hardware
- 2. Rear Bracket Orientation
- 3. Angularity
- 4. Sperical Bearing
- 5. Eye Rod Threads
- 6. Eye Rod Thread Engagement
- 7. Eye Rod Jam Nut
- 8. Binding
- 9. Fasteners
- 10. Strut Pin l
(Vertical)
- 11. Bearing Spacers
- 12. Torq.of Load Stud
- 13. Parallelism O
L29-OO7n las Ritvialvia G
AiiosLmeui C_1 QI-019 COMANCHE PEAK RESPONSE TEAM Rev. 4 CHECKLIST o
BEFhME vi9E SUPPORTS VEglj[gg ggN E G NO.
4 6
t,g PAG.r. _ 0F VERIFICATION A M IBUTE ACCEPT REJECT DATE 7 Component Support Catalog Items (Cont'd)
C. Spring Can/
Constant Support
- 1. Size
)
- 2. Travel Stops
- 3. Beam 1
Attachment
- 4. Rod
- 5. Threads
- 6. Thread Engagement
- 7. Angularity
- 8. Fasteners D. Low Friction Bearing Plates
)
- 1. Location
- 2. Plate type
- 3. Lubricant
- 4. Corners
- 8. Modified Component Support Catalog Items A. NPSI Sway Struts i
- 1. Adjustable Struts ( L) t Weld Size i
l Profile Per 5.5.2 (A)
Reinforcement Per 5.5.2 (B)
Undercut Per 5.5.2 (C)
Surface of Weld Per 5.5.2 (D) l Offset Per 5.5.2 (E) l Cracks, Lack of l
Fusion Per 5.5.2 (F) l l
4 i
C2?-Go;m xum aeelsion 0
A;;ee!._e..; 5.1 QI-019 COMANCHE EEAK RESPONSE TEAM Rev. 4 CHECKLIST PggDgb SUPPORTS N -@ N dS 5
6
.O_
PAG,c 0F VERIFICATION ANBUTE ACCEPT REJECT DATE
- 8. Modified Component
' Support Catalog Items (Cont'd)
- 2. Fixed Sway Struts -(ii)
Weld Size Profile Per 5.5.2 (A)
Reinforcement Per 5.5.2 (B)
Undercut Per 5.5.2 (C)
Surface of Weld Per 5.5.2 (D)
Offset Per 5.5.2 (E)
Cracks, Lack of Fusion Per 5.5.2 (F)'
e B. ITT Grinnell Sway Struts Weld Size Profile Per 5.5.2 (A)
Reinforcement Per 5.5.2 (B)
Undercut Per 5.5.2 (C)
Surface of Weld Per 5.5.2 (D)
Offset Per 5.5.2 (E)
Cracks, Lack of Fusion Per 5.5.2 (F)
C. Snubber Transition i
Kits f'
Weld Size
' - ~~
Profile Per 5.5.2 (A)
Reinforcement Per 5.5.2 (B) l Undercut Per 5.5.2 (C)
Surface of Weld Per 5.5.2 (D)
Offset Per 5.5.2 (E)
Cracks, Lack of Fusion Per 5.5.2 (F)
O
.un-007.13. Revision 0
.=
1-bb bessams am b v.
COMA 3CHE PEAK RESPONSE TEAM QI-019 I
CHECKLIST Rev. 4-N N EhkhE SUPPORTS hhkhhb
.6 6
PAG.c.
OF A
VERIFICATION ATTRIBUTE
^
j ACCEPT REJECT DATE 4-8_ Medified Crr;:::::
i.
Support Catalog
' Items (Cont'd) l D. NPSI Forward Bracke t
Size 1/4 - 10 i
Bracket Dimensions (i )
Bracket Welds (ii)
Weld Size
}
Profile Per 5.5.2 (A) i Reinforcement Per 5.5.2 (P) l-Undercut Per 5.5.2 (C)
Surface of Weld Per 5.5.2 (D)
Offset Per 5.5.2 (E) l Cracks, Lack of l
Fusion Per 5.5.2 (F) i Distortion (iii) i E. NPSI Forward Bracke :
O-Size 35 and 100 Bracket Dimensions (i?
Forward Bracket Welda(ii)
Weld Size i
Profile Per 5.5.2 (A)
Reinforcement Per 5.5.2 (B)
Undercut Per 5.5.2 (C)
Surface of Weld Per f.5.2 (D)
Offset Per 5.5.2 (E)
Cracks, Lack of l
Fusion Per 5.5.2 (F) l F. Dual Spring Can Assemblies
- 1. Assembly Dimensions (J )
Profile Per 5.5.2 (A) i Reinforcement Per 5.5.2 (B)
Undercut Per 5.5.2 (C)
Surface of Weld Per 5.5.2 (D)
Offset Per 5.5.2 (E) i-N-
Cracks, Lack of Fusion Per 5.5.2 (F)
\\
1
..... ~ ~,.
7 9.
Q,
'l *f WII
,m.y,-.---.--.,
_ _ _,,,,,,, ~, _ _. _ -,.
Attechmsnt 6.2 QI-019 Rev. 4 Page 1 of 1 VERIFICATION PACKAGE NUMBER
,O HANGER MARK NUMBER / DRAWING NUMBER s
/
y BOLT EDGE DISTANCE (Informational)
BOLT DIAMETER (inches)
EDGE DISTANCE (inches)
O Inspector Date O
3 Attachmsnt 6.3' QI-019 Rev. 4 Page 1 of 1 COMANCHE PEAK REVIEW INSPECTION CHECKLIST VERIFICATION PACKAGE NO.
HANGER MARK NO.
ADDITIONAL WELDS LO inspector Date l
O
.4 OI-019 Rev. 4 Page 1 of 1 0
-SURFACE OF CONCAVE
-[
VERTICAL MEMBERS F#LLET
-CONVEE FILLET WELO WELO SIZE OF SURFACE OF
\\
WELO
/
MORIZONT AL MEMSERS W MZE OF
-TICORETICAL THRO &T WELO EQUAL LEG FILLET WELO F THE LARGEST NOTE: TME "SaZE" 0F AN E0uat LEG FILLET WELO IS THE LENG 7 : SIZE.
INSCRISED RIGHT ISOSCELES TRi&NGLE. THEORETICAL THRO
- SURFACE OF VERTICAL MEMBERS CONCAVE FILLET 4
CONVEX FILLET WELO WELO SURFACE OF -
&e
[
HORIZONTAL MEMOERS h
SIZE OF d
WELD h
\\
I THEORETICAL THROAT p
UNEQUAL LEG FILLET WELO E GTMS OF THE NOTE: FOR UNEOUAL LEG FILLET WELOS, THE SIZ S SECTIO *L FIG. NF44271 SIZE OF FILLET WELOS O
1 CONCAVITY theoretical If the profile of the fillet veld is concave, verify the mini:u:
throat per the table belov is attained.
Mini =u: Theoretical Throat Tillet Size (s) 0.088" (*3/32) 1/8" 0.133" (*5/32) 3/16" 0.177" (*3/16) 1/4" 0.221"
(*1/4) 5/16" 0.265" (*9/32) 3/8" 0.309" (*5/16) 7/16" 0.354"
(*3/8) 1/2" 0.442" (*15/32) 5/8" 0.530" (*17/32) 3/4" 0.617"
(*5/8) 7/8" 0.707" (*23/32) 1"
- denotes conversion O
i Attachmsnt 6.5 l
QI-019 Rev. 4 Page 1 of 1 r0MANCHE PEAK REVIEW TEAM N
INSPECTION CHECKLIST BUTT WELD HEIGHT REINFORCEMENT FIFING For double welded butt joints and single welded butt joints the reinforcement shown shall apply to the outside surface.
The reinforcement shall be measured from the higher of the abutting surfaces involved.
Nominal Maximum Thickness Reinforcement Inches Inches Up to 1/8. incl.
3/32 Over 1/8 to 3/16. incl.
I/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 O
over 2 The greater of 1/4 in. or 1/8 times the width of the veld in inches.
REf NTORCEMENT OF BUTT WELDS (NT) exceed the The height of reinforcement on each face of the veld shall not following thickness:
Maximum N-minal Reinforcement Thickness Inches Inches 3/32 Up to'1.*' incl.
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 5/16 over 5
Attachmsnt 6.6 QI-019 Rev. 4 Page 1 of 1 O
C0"ANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST TABLE A MAXIMUM ALLt%'ABLE OTTSET IN TINAL WELDED JOINTS Section Thickness Direction of Joints in Inches Lonattudinal Cireveferential 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.
ct = nominal thickness of the thinner section of the joint.
.O TABLE B MAXIMLH ALLOk'ABLE OTTSET IN TINAL BUTT kTLDED JOINTS Section Thickness Maximur. A11ovable Inches Offest Up to 3/4, Incl.
1/4t*
Over 3/4 3/16 inc.
I i
- t = nominal thickness of the thinner section of the joint.
lO
. -.. ~. ~.
Attach:snt 6.7 QI-019 Rev. 4 Page 1 of 1
,Q.
COMANCHE PEAK REVIEW TEAM
._,V _
INSPECTION CHECKLIST WELDER IDENTIFICATION VERIFICATION PACKAGE NO.
HANGER MARK NO.
WL'. DER IDENTIFICATION O
'"'"'" ~
~'
O b
Attachmint e.M QI-019 Rev.
4 Page 1 of I
[v, D
COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NO.
MATERIAL IDENTIFICATION ITEM NO.
DESCRIPTION IDENTIFICATION INFORMATION
'O lO
t Attachmtnt 6.9 QI-019 Rev. 4 Page 1 of 1 COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NO.
PIPE CLAMPS HAVES PARALLELISM ENTER ALL DIMENSIONS, TO NEAREST 1/16", IN INCHES 1
2 3
S1 S2 A
N/A N/A B
N/A N/A S1 and.S2 dimensions are taken at opposite sides at the clamp.
- O
- Comments:
1 3
"s" dimensions on the same side of the clamp at points 1, 2 and 3 shall be within 1/16" of each other to be acceptable. Also, the clamp shall be not more than 1/16" out of parallel from side to side at points 1, 2 and 3 to be acceptable.
(47 cowpa ep was m )
d(A1 GWD of di AMP)
(af dosW&2 W ci,4ge)--
i MMM a
x i
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5 g
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7 l[
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- - ~ ~
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Attachmznt 6.10 QI-019 Rev. 4 Page 1 of 1 O
COMANCHE PEAK REVIEW TEAM U
INSPECTION CHECKLIST VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NO.
SNUBBER SERIAL NO.
SNUBBER ADAPTER PLATE THREAD ENGAGEMENT LENGTH Sol T da ~ f*jjk 4
tp - nominal thickness of snubber adapter b,!,i Os plate.
i i
i Teo3_# :- V t
g,[
I D - nominal bolt B
diameter d - depth of recess b
SM12sER Apppygg ShluB6SR i
ADAFTER PLATE BOLT tp D
d 1
2 3
4 Inspector Date
)
Attichtint 6.11 yl-019 Rev. 4 Page 1 of 2 p
COMANCHE PEAK REVIEW TEAM s,_-
INSPECTOR CHECKLIST VERIFICATION PACKAGE NO.
HANGER MARK NO./ DRAWING NLHBER SNUBBER / STRUT SERIAL NO.
SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS FORWARD BRACKET / PIPE CLAMP AND BEARING SPACER NLHBER OF NOMINAL SPACES e-- $
THICKNESS INSTALLED SNv6669 GR STRUT
/
N O*
/
1
\\
. \\
\\
RESULTANT GAP =
\\
SikCEA l
\\ M N
l SPN. <
(
\\
REAR BRACKET / PIPE CLAMP AND BEARING
~
BAfr.
\\
SPACER NUMBER OF NOMINAL SPACES s
THICKNESS INSTALLED Itsur. ed.AcKET*
25 Ptf4 dNP RESULTANT GAP =
0 Inspector Date
~.
Attachstnt 6.11 QI-019 Rev. 4 Page 2 of 2 COMANCHE PEAK REVIEW TEAM INSPECTOR CHECKLIST i
1 VERIFICATION' PACKAGE NO.
HANGER MARK NO./ DRAWING NUMBER 2
SNUBBER / STRUT SERIAL NO.
SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS SPACER THICKNESSES t
i XRB SIZE (Rear Brackets)
- SPACER THICKNESS EACH 06 1/8" 08 1/16" 10 3/37" 12/14 3/32" i
20 11/32" 24 5/16" 26 13/32" SPC PIPE CLAMP SIZE
- SPACER THICKNESS EACH 06 5/32" 08 3/32" 10 1/8" 12/14 3/16" i
20 3/8" 24 3/8" 36 1/4"
}
t l
l 1
- Nominal Dimensions O
1 J
um,
.,nnw.,w-rw.
-e,-,,w,,--
,,,,,.,,,,-~~m---,mer-e v -v.me,-m-,,,m-s-.-,,a..wenens m -w w w-
_e-,..meww, er-
Attschment 6.12 QI-019 Rev. 4 Page 1 of 2 HILTI ANCHOR DESIGNATION AND SETTING REQUIREMENTS OV
. 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 l'1/8 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 i 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 G.
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 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 3/4 x 7 3 1/4 1 1/2 5/8 1x7 4 1/2 2 1/4 27/32 n.
N.
O.
5/8 x 8 1/2 2 3/4 1 1/2 17/32 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 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 Q.
i Attcchment 6.12 j
QI-019 Rev. 4 HILTI ANCHOR DESIGNATION AND SETTING REQUIREMENTS
'O
\\~ '
Minimum Embedment 1
(Before Torque)
Stamp on Actual Length Nut Archor 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/P 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.
6 1/2 2 1/4 27/32 W.
1 x 15 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 y.
g
- \\.st 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.
I 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 and Attachment 6.22.
O 2
AttschmInt 6.13 QI-019 Rsv. 4 Page 1 of 1 MINIMUM SPACING BETWEEN HILTI EXPANSION ANCHORS
- 1.
'(
-\\-
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 3 3/4 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 l
5/8 4 3/8 5
5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 i
3/4 5
5 5/8 6 1/4 6 7/8 7 1/2 8 3/4 10 7/8 5 5/8 6 1/4 6 7/8 7
1/2 8 1/8 9 3/8 10 5/8 i
i 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 a
f O
Dinension in inches.
- The minimum spacing outlined in the above chart applies to Hilti anchors detailed on separate adjacent fixtures.
l Hilti bolts details on an individual fixture drawing may have less than the minimum spacing tabulated above.
l 3
I l
4 4
O 1
-..14 QI-019 Riv. 4 Page 1 of.1 MINIMUM ANCHOR CLEARANCES *
, 0 4
Ns_/
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 4
i 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 4
i Measured Center-to-Center of anchors and anchor center to edge of concrete in inches.
- A 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 i
have been plugged (i.e., grouted, Richmond Screw-in plus""6r snap-in plug, etc.).
NOTE 1: Where embedded angles are used for framing water tight door or removable block wall openings, the minimum clearance from center line of Hilti anchor to the opening edge is 5 inches + 5 times the Hilti anchor diameter.
t i
O
Attachmtnt 6.15 QI-019 Rev. 4 Page 1 of 1 MINIMUM CLEARANCES TO EMBEDDED PLATES l')
J 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 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 o
Anchor as shown above shall govern. Where location of the nearest Nelson Stud
'Q cannot be so determined, the minimum clearance to Edge of Plate as shown above shall govern.
['
p/de (t.c4 snau) z
,46<.Am.,6J l j
l l
tcas t "Ak%
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- R&J,mmf&
1 l C)
.16 QI-019 Rev. 4 ANCHOR ANGULARITY O
ANGLE GRE.ATER. THAN C*
,' AMCMcR 6 L6% TH Au 6" CUT OF PLuus P L u u s u s. % 4 M E
- STAMP c N
^w ' N M
GAQE lpr-Q M.
i SugEAcE OF AWCticRED PLATE
/
[3
)r-!
k I
\\
a g
j
/
l 64*
I
\\ SPAC ER PLATEG I
l Use this or other acceptable devise in determining acceptable angularity.
I O l
1.17 i
QI-019 i
Rev 4 Page 1 of 1 4
NUT BEARING BEVEL GAGE
(,5Ee Sr-ETCH Et.o#)
At4G LE GRLAT E p.
I A
C '. CC4TA.CT-IMVELED WASHt.R
- nc 1
n I
i i
i I
O I
I GA(,E FOR EACH l
ScLT DIAMETER.
3-"
sy,vi,,;y;e,ue i
a,
{0 oem m...
t, ; - \\.y' i
i l
l O
Attachmsnt 6.18 QI-019 Rev. 4 Page 1 of 1 INSPECTION TOOLS AND CODES
('"')
CODE TOOL
' N_/
AF Angle Finder BL Bubble Level 4
BS Boroscope BW 1/32", 1/16", 3/32", 1/8" Wire CG Contour Gage 4
DF Dry Film Thickness Gage j-f FG Feeler Gages FL Flashlight EH Fibre Metal Fillet Gages l
GG Gal Fillet Gages j
HL Hi-Low Gage MG
' Magnifying Glass
()
MI Micrometers MM Mirror MN Magnet 1
PB Plum Bob PR Protractor SC Slide Caliper SR 6" Rule ST Steel Tape Measure TG Taper Gage TW Torque Wrench 4
}
UD Undercut Gage (Dial) l UP Undercut Gage (Pit)
VC Vernier Caliper i_
}
VT Visual Inspection 4
l
-,,.--.,c.,_,,,,.,__,,-_.-.._.-
-,,-- _ -.. -,---.- - - _ _ _.-.-,-- _.,~,,,-.- -,- - - - ---
Attachm:nt 6.19 QI-019 Rev. 4 Page 1 of 55 TYPICAL INSPECTION DRAWINGS V
INDEX Drawing Title Page Welded Beam Attachment (BBU & BBD) 2,3 Welded Attachment (BWA) 4 Heavy Hex and Heavy Jam Nuts (FHJ/FHN) 5 Hex and Jam Nuts (FXJ/FXN) 6 G Type Spring 7
- Carbon Steel Pipe Clamp (PDC /PTC) 8, 9, 10, 11 Standard-Riser Clamp (PRS) 12, 13, 14 Bolted U-Guide (PSG) 15 Welded U-Guide (PUG) 16 Standard U-Bolt (PUS) 17 Heavy Duty U-Bolt (PUH) 18 All-Thread Rod (RAT) 19 Rod Coupling (RCP) 20 Weldless Eye Nut (REN) 21 End/ Full-Thread Rod (RET /RFT) 22 Forged Eye Rod (RFE) 23 Rod with Plate Eye (RPE) 24 Forged Steel Clevis (RSC) 25 Turnbuckle (RTB) 26 Welded Eye Rod (RWE) 27 Washer Plate (RWP) 28 O,
Adjustable Length Snubber (SMA) 29, 30, 31 Fixed Length Snubber (SMF) 32, 33, 34 Strut / Snubber Pipe Clamp (SPC) 35, 36, 37, 38 Strut / Snubber Riser Clamp (SRC) 39, 40, 41 Fixed Length Sway Strut (DRB) 42, 43 Adjustable Sway Strut (SRS) 44, 45 Shim Details 46, 47, 48 Super Stiff Pipe Clamp (SSC) 49, 50 Weld Details 51, 52, 53 Strut / Snubber Rear Bracket (SMRB, SRRB, XRB) 54, 55 ilO i
4 3
-.,,..,,-----y,,
.---y,--,-_....,y,---.,,m---.m.r,,.w~
~., -.. - - - - -,, - - - - -, ~,,
- -.., _ - ~,.. - - -,. - _,, - - -.., -, - -, -,,
Attechmant 6.19 QI-019 Rsv. 4
\\
t MATERIAL:
O (r
'h n
8Aa AsME sA-36
- -3 80LT ASTM A307. SA-307 d
NUT ASTM A-563 Crade A 7.g.,
[*;...-
',. 9 J P'1
'C f
w BBU 880
.g7 C
R00 SIZZ CATALOC CODE 80LT SIZE STOCE SIZE (88U)
RftM) ! 1/16 (350) 3(IN) 1/16 (See Note 1)
S(IM) (See tfoca 2) 03 3/8 03 1/2 2 a 1/4 04 1/2 04 5/8 2 s 1/4 05 5/8 05 3/4 2 x 1/4 06 3/4 04 7/8 2 1/2 x 3/8 07 7/8 07 1
21/2 x 3/8 04 1
QS 1 1/8 3 s 1/2 09 1 1/8 09 1 1/4 3 s 1/2 10 1 1/4 to 1 3/8 4 x 5/8 12 1 1/2 12 1 5/8 5 a 3/4 14 1 3/4 14 1 7/8 5 a 3/4 16 2
16 2 1/4 6 s 3/4 18 2 1/4 18 21/2 6 s 3/4 20 2 1/2 20 2 3/4 6 s 3/4 O
NOTES:
1). I 1/4 and larger are pine with cetter pins.
2). Vidth Dia. may varv + 1/3.
Thickness Dia. may vary *,1/16.
TITLE. TTFICAL 1.1SPECT10N ORAWI*iG WILDED SEAM ATTACHMENT This drawins is for inspection purposes only.
1.. :
.A i--
l J
-t L
m c
Attechm2nt 6.19:-
QI-019 Rsv. 4 t
g O'
A MATERI AL'.
r r
i
[
J l
1 saa Asa sa-36 rzu Asa sA-36 re
.2.
p
_+
f carnac com (330) 3(Twi. 1/16 A(TM1. t/4 22 3
7 26 3 us a
26 3 1/2 s
28 3 3/6 9
3a 4
s 22 4 1/4 u
)
x 6 un,
u 34 4 3/4 13
.~
3a s
u l
s us is NOTES.
TITLE.
TTFIC.AL CfFt:T:03 giug.T.,;;
O This drawing is for inspecstas purposes saly
- e -e t tv i ~ me-LWedG NC.
A E V.
$nI 35C/35U a
,,9 3
^
u o
Attach 22nt 6.19 QI-019 Rav. 4 Q
4 MATERIAL.
f 7
A5it SA-36
-8 u.u I
w
-6
-d h-r.9:.:=
BWA 1
cxTAt.oc coct u(IM) ! t/8 5(IM) I 1/16
'~
SWA - 04 2 1/2
, S/8 WA - OS 2 1/2 3/4 SWA - 06 3
7/8 WA - 07 3
1 SWA - 08 3 1/2 1 1/8 l
WA - 09 4
1 1/4 SWA - 10 4 1/2 1 3/8 BWA - 12 S 1/2 1 S/a WA-14 S 1/2 1 7/8 BWA - 16 6 1/2 2 1/4 SWA - 18 6 1/2 2 1/2 BWA - 20 7 1/1 2 3/4 SWA - 22 8
3 BWA - 24 9
3 1/4 WA - 26 10 3 1/2 BWA - 2A 10 3 3/4 NOTES:
O
_4 TITLE.
TYFICAL INSFECTION DRAWING we men i-evvr*&
~
This drawing is for inspection purposes only.
CAAwas no M V, SHT BWA 0
t
,,1
Attcchmsnt 6.19 QI-019 Rsv. 4 w
f O
MATERIAL o
ASTM A - 543 Crade a or
/
\\
A = 307 II ll Wp i
\\
,1 SS I
CATA14C CDDE VIDTE AC3085 FLATS 7 (IN) A 1/16 unless neced otherwise (FMJ er FEN)
V l
1/4 1/2 1 1/32 3/8 11/16,- 1/ 12 1/2 7/8 5/8 1-1/16 3/4 1 1/4 I
7/s 1 7/16 1
1 5/8 1 1/8 1 13/16 1 1/4 2
1 3/8 2 3/16 e
1 1/2 2 3/8 1 3/4 2 3/4 2
3 1/8 2 1/4 3 1/2 2 1/2 3 7/8 2 3/4 4 1/4 3
4 5/8 3 1/4 5
3 1/2 5 3/8 4
6 1/8 4 1/2 4 7/8 NOTES:
1)FMJ is approstaately half the heighi et TMN.
O Titi.E.
TTFICAL INSFECTION DRAMINC REAVT MEX AND MEA 7T JAM NUTS This drawing is for inspection purposts oniv. WedG NO.
AE V.
SN
Attechnent 6.19 QI-019 R v. 4 f
- ~
' ' ' ~ '
s O
MATERIAL :
ASTM A - $63 Crede A f (\\
hWp
/
A - 307 o
FX FXJ CATALOG CODE WIDTH ACRCSS Ft.ATS 7 (IN) A /16 unless noted otherwise (FXJ or FIN)
U 1
1/4 7/16 I 1/32 3/8 9/16 1 1/32 1/2 3/4 S/8 15/16 3/4 1 1/4 7/8 1 $/16 1
1 1/2 1 1/8 1 11/16 1 1/4 1 7/8 1 3/8 2 1/16 i
1 1/2 2 1/4 i
1 3/4 2 5/8 2
3 i
NOTES :
1.) FM s.y be used in place of F2.
2.) Flu say be used in place of FXJ.
3.) FXJ is approxisately half the he1Aht of FD.
O TITLC TYPICAL INSPECTION CRAWING urv s sm tsu :s~t This JrawinS is for inspection purposes only.
,F/.w mG NQ, R f.v.
SNT ev. ity t o
1 ef' b
J 1-
..1
Attcchment 6.19I QI-019 Rev. 4 O
)
c-c l
SEE NOTE I m
e l
.l l
L A
J
'bO" MAX.)
TT,/ w p/
L
. = = _
t sy V
-9 1/2 " s 1/16" c,
(TYPI SPRI!IC Pt. ATE
'JELD S!!E THK.(IW) $12E.u(IN) 0-4 1/1 1/8 9-11 1/2 3/16 12-14 1/2 3/16 13-17 3/4 1/4 18-20 3/4 1/4 21-22 1
3/8 NOTE:
- 1) Broken line illustrates the placement of the second connecting place.
ITFICAL II:SPECTION DRAW 1iG l
"C"-TYPE SPRINC This drawing is for inspection purposes only. CM.w wG NO.
A E v.
Snf C-TYPT SPet*4C 0
t of1 7
L J
Attcchm:nt 6.15 QI-019 hav. 4 r
t
-e MATERIAL :
( "~p
]
SOLT -ASTM A-307
~
NUT
-ASTM A-563 CRADE A L-s
["
..,./ge I
s
(-) f
\\
=-
.g p
~
~
PDC PTC STOCK SIZE OL CATALOC C00E NOM. FIFE t x W (IN)
(yee of PTC)
STZE (TN)
(See Note 1)
BffM) A 1/16' 004-0104 1/2 1/8 x 1
3/5 006-4104 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 l
010-0205 1
1/4 x 1 1/4 1/2
's 012-0104 1 1/4 1/8 x 1
3/8 012-0205 1 1/4 1/4 x 1 1/4 1/2 015-0104 1 1/2 1/8 x 1
3/8 015-0205 1 1/2 1/4 x 1 1/4 1/2 020-0104 2
1/8 x 1
3/8 020-0205 2
1/4 x 1 1/4 1/2 020-0308 2
3/4 x 2
3/4 l
025-0205 2 1/2 1/4 x 1 1/4 5/8 025-0308 2 1/2 3/8 x 2
3/4 l
030-0205 3
1/4 x 1 1/4 5/8 I
030-0304 3
3/8 x 2
3/4 035-0205 3 1/2 1/4 x 1 1/4 5/8 035-0308 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 x 2
3/4 040-0410 4
1/2 x 2 1/2 1
040-0512 4
5/8 x 3
1 1/4 i
NOTES:
i
- 1) Thickness, t, say vary 1 1/16.
Width, W, may vary I 1/4.
TITI.@lCAL INSFECTION ORAWING CAASON STEEL PITE C1. AMP mG NO This drawing is for insoection purposes only.
FOC/PTC o
1 : 5 a-
Attcchacnt 6.19 QI-019 Rev. 4 O
yffff 80LT CATALOC CCDE NOM. FIPE (PDC or PTC)
SIZE (1N)
(See Note 1) 3(IN) A 1/16 050-0205 S
1/4 a 1 1/4 S/8 050-0308 5
3/8 a2 3/4 050-0410 3
1/2 1 2 1/2 1
050-0312 S
S/S a3 1 1/4 060-0304 6
3/8 x2 3/4 060-0410 6
1/2 x 2 1/2 1
060-0512 6
S/8 a3 1 1/4 060-0616 6
3/4 4
1 1/2 8
080-0304 8
3/8 a2 3/4 080--410 4
1/2 a 2 1/2 1
080-0512 8
S/8 x3 1 1/4 080 0616 8
3/4 x4 1 1/2 100-0410 10 1/2 a 2 1/2 1
100-0312 10 S/8 a3 1 1/4 100-0616 10 3/4 s4 1 1/2 100-0624 10 3/4 a6 2
120-0410 12 1/2 x 2 1/2 1
120-0512 12 S/8 s3 1 1/4 120-0616 12 3/4 x4 1 1/2 120-0624 12 3/4 x6 2
120-0824 12 1 a6 2 1/4
~~
140-0410 14 1/1 x 2 1/2 1
140-0512 16
$/8 x3 1 1/4 140-0616 14 3/4 x4 1 1/2 O
140-0624 14 3/4 m6 1 3/4 140-0824 14 1 m6 2 1/4 160-0410 16 1/2 x 2 1/2 1
160-0512 16 S/8 s3 1 1/4 l
160-0616 16 3/4 x4 1 1/2 160-0624 16 3/4 m6 1 3/4 160-0824 16 1 x6 2 1/4 160 0832 16 1 s8 2 1/2 180-0512 18 S/8 s3 1 1/4 180-0616 18 3/4 x4 1 1/2 180-0624 18 3/4 s6 1 3/4 180-0824 it 1 x6 2 1/4 180-0832 la 1 x8 2 1/2 180-1028 18 1 1/4 1t 7 2 3/4 200-0512 20 S/8 s 3 1 1/4 200-061 A 20 3/4 x4 1 1/2 200-0624 20 3/4 x6 1 1/2 200-0824 20 1 a6 2
200-0832 20 t x8 2 1/8 NOTES
- Thickness, t, may vary ! 1/16.
3 Width, V, may vary 1 1/4
~
TITI. E.
TYFICAL INSFECT10N ORAWING CAR 30N STEEL F1PE CLAMP This drawing is for inspection purposes only.
- ggang Nct R( v.
Sat P DC/PTC 0
,2 e 8 4
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Attcchment 6.19 QI-019 R v. 4 q
y n
CATALCC CCDC NOM. PIPE 801.T g
SI2E (1N)
(See Note 1) 8(IN) A 1/16 200-1028 20 1 1/6 x ?
2 J/4 220-0$12 22 5/8 a3 1 1/6 220-0616 22 3/4 x6 1 1/2 220-0626 22 3/6 a6 1 1/2 220-0824 22 I a6 2
220-0832 22 L a6 2 1/6 220-1028 22 1 1/4 x7 2 1/2 260-0512 26
$/8 a3 1 1/6 240-0616 24 3/6 x6 1 1/2 260-0626 26 3/4 x6 1 1/2 260-0826 24 1 a6 2
260-0832 2;
1 x8 2 1/4 240-1028 24 1 1/6 x7 2 1/2 260-1{32 24 1 1/2 m8 3
260-0624 26 3/4 a6 1 1/2 260-0826 26 1
a6 1 3/4 260-0832 26 1
8 2
260-1028 26 1 1/6 x7 2 1/2 260-1232 26 1 1/2 m8 3
280-0626 28 3/4 a6 1 1/2 280-0824 28 1 a6 1 3/6 280-0832 23 1 a8 2
~
280-1028 28 1 1/4 x7 2 1/4 250-1232 28 1 1/2 m8 2 3/4 260-1260 28 1 1/2 slo 3
300-0626 30 J/4 a6 1 1/2 j
300-0826 30 l a6 1 3/6 300-0832 30 1
8 2
300-1028 30 1 1/6 x7 2 1/4 300-1232 30 1 1/2 x8 2 3/4 300-1260 30 1 1/2 mio 3
320-0626 32 3/4 a6 1 1/2 320 0826 32 1 a6 1 3/6 320-0832 32 1 m8 2
320-1028 32 1 1/6 x7 2 1/4 320-12J2 32 1 1/2 x8 2 3/4 320-1240 32 1 1/2 alo 3
360-0626 34 3/4 a6 1 1/2 360-0826 36 I s6 1 3/4
{
360-0832 36 1
- 8 2
1 360-1023 36 1 1/6 x7 2 1/4 360-1.532 34 1 1/2 s8 2 3/4 360-1260 36 1 1/2 sto 3
NOTES:
- 1) Thickness, t, e4y vary ! 1/16.
Width, W, may vary A 1/4 TITLE P $C' f O-
. $ 1 This drawtng is f ar Insnection ourNses oniv. ;,a Amt.c, 80 A E v.
$nt
'OC'P?c 0
1es:
10
}w
)
.4
Attcchment 6.19 QI-019 R v. 4 f1t SOLT CATALoc CCCC No.t. P!PC (PDC er r!C) 5!ZE (IN)
(See Note 1) 8(IN) A 1/16 360-0624 36 3/4 a6 1 1/2 360-0826 36 1 a6 1 3/4 360-0432 36 1 m8 2
360-1028 36 1 1/4 m7 2 1/6 360-1232 36 1 1/2 m8 2 1/2 360-1260 36 1 1/2 slo 2 3/4
,l 360-1248 36 1 1/2 m12 3
380-0624 38 3/6 a6 L'1/2 380-0826 38 1 a6 1 3/4 380-0832 38 1 a4 2
380-1028 38 1 1/4 m7 2 1/6 380-1232 34 1 1/2 m8 2 1/2 340-1260 38 1 1/2 a10 2 3/4 1
380-1268 34 1 1/2 a12 3
600 0626 40 3/4 m.6 1 1/2 600-0826 60 1 a6 1 3/6 400-0832 40 1 a8 2
600-1028 60 1 1/4 x1 2 1/4 600-1232 40 1 1/2 m8 2 1/2 60 1 1/2 a10 2 3/4 600-1240 400-1268 60 1 1/2 a12 3
620 0826 62 1 x6 1 3/4 620-0832 62 1 s4 2
620-1028 62 1 1/4 a7 2 1/6 620-1232 62 1 1/2 m8 2 1/2 O
620-1260 62 1 1/2 slo 2 3/4 620-1268 62 1 1/2 n12 3
&&O-0826 44 1 s6 1 3/4 640-0432 64 1 a8 2
440-1028 44 1 1/4 s7 2 1/6 440-1232 44 1 1/2 a4 2 1/2 440-1240 44 1 1/2 slo 2 3/6 440-1268 44 1 1/2 s12 3
NOTES *
- 1) Thkutess, t, may vary 1 1/16.
W1dth, v, may very 2 1/4 TIT'.E ;
TYP1CA1. 1tl5PECT10N DMV1NC e town <* ret
,,,e e
iw, Ihl8 drawing 18 for inspection nuf**etes only
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A E v.
En
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Attcchment 6.19 QI-019 R v. 4 ri i 1 [ k,1
-T 11[\\1 MATERIAL :
y
==
W /vv
'PI::cR.R
^-' ' '"*^
4 4 A.4
+.
y- [.p T'-
i T
C-C C-C
( STOCK SIZE W = 6* LESS )
( STOCK SIZE W = 8"0VER ) -
PRS T81CEN133 WIDTH 801.T
,,, pg,g CATALOC CODE SI2E (IN)
T(IN) A 1/16 U(IN) I 1/6*
8(IM) !'1/16 PRS-006-0208 3/4 1/4 2
3/8 Pas-006-0312 3/4 3/8 3
1/2 PRS-006-0316 3/4 3/8 4
1/2 O
Pas-010-0208 1
1/4 2
3/8 PRS-010-0312 1
3/8 3
1/2 PRS-010-0316 1
3/8 4
1/2 3/s PRS-012-0208 1 1/4 1/4 2
PR$-e12-0312 1 1/4 3/8 3
1/2 PRS-012-0316 1 1/4 3/8 6
1/2 PR5 012-0424 1 1/4 1/2 6
3/4 PRS-013-0208 1 1/2 1/4 2
3/8 PRS-013-0312 1 1/2 3/4 3
1/2 PR$-013-0316 1 1/2 3/8 4
1/2 PR$-013 0426 1 1/2 1/2 6
3/4 PR$-020-0204 2
1/4 2
3/8 PR$-020-0312 2
3/8 3
1/2 i
PR3-020-0316 2
3/8 4
1/2 I
PR$-020-0426 2
1/2 4
3/4 I
PR$-023-0208 2 1/2 1/4 2
3/4 l
tRS-023-0312 2 1/2 3/8 3
1/2 TRS-023-0314 2 1/2
$/8 6
3/4 PRS-023-0326 2 1/2
$/4 6
3/4 NOTESi
- l.) Width sinension to be checked at cleap end.
l TITt.1; TYPICAL IllSPECTION DMWINO STA:lDARD RISER C1. AMP j
This drawins is for inspection purposes only.
PR$
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e l'2-
Att chment 6.19 QI-019 R:v. 4 I
TRIQQttss WIDTM 80LT
,,, pg,g CATALOC CODE Sggg (IM)
T(IN)!!/16 W(IN)11/48 3(IN)!.1/16 PRS-030-0203 3
1/4 2
3/8 PR$-030-0312 3
3/G 3
1/2 PR$-030-0516 3
S/8 4
3/4 PRS-030-0524 3
S/8 6
3/4 Pns-033-0208 3 1/2 1/4 2
3/8 PRS-035-0312 3 1/2 3/8 3
1/2 Pts-035-0516 3 1/2 S/8 4
3/4 prs-035 0524 3 1/2 S/S 6
1 n
Pts-040-0208 4
1/4 2
3/4 j
Pts-040-0312 4
3/8 3
1/2 Pts-040-0516 4
S/G 4
3/4 Pts-040-0624 4
3/4 6
1 PR$ 0$0-0208 5
1/4 2
3/8 PR$-050-0312 3
3/8 3
1/2 PRS-030 0516 S
S/8 4
3/4 Pts-0$0-0624 S
3/4 6
1 FRS-060-0208 6
1/4 2
1/2 prs-060-0312 6
3/8 3
S/8 Pts-060-0316 6
$/8 4
3/4 PRS-060-0824 6
1 6
1 PRS-080-0416' 3
1/2 4
1/2 Pts-000-0624 0
3/4 6
1 Pts-080-0824 3
1 6
1 1/4 PR$-080-0332 3
1 8
1 1/4 prs-040-1032 8
1 1/4 8
1 1/2 O
Pts.100-0416 10 1/2 4
1/2 PRS-100-0824 10 1
6 1
Pts-100-0832 10 1
3 1 1/4 Pts.100 1032 to 1 1/4 3
1 1/2 PRS-120-0316 12 S/8 4
3/4 Pts-120-0424 12 1
6 1
FRs-120-0332 12 1
8 1 1/4 PRS-120-1032 12 1 1/4 8
1 1/2 PR$'120-1232 12 1 1/2 8
1 1/2
' prs-140-0616 14 3/4 4
3/4 PR$-140-0824 14 1
6 1
PRS-140-102 t.
14 1 1/4 6
1 1/4 prs-140.-1032 14 1 1/4 8
1 1/2 prs-140-1232 14 1 1/2 8
1 3/4 Pts 160-0824 16 1
t, 1
FRS-1AO-0832 16 1
8 1 1/4 FRS-160-1032 16 1 1/4 8
1 1/2
- SEE !!a*E 1 l
"'E; rnIcA1. tusPtc:10s ORAutse STANDARD R!sER C* AMP Btv drawin-to for insseetton suraeses ontv.
" ' PRS b*
3 13 A
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)
Attcchm:nt 6.19 QI-019 Rsv. 4 O
,0,.
CATAL0c ccer Sitt (TN)
T(IN) 1 1/16 U(TM) ! 1/&e g(ty) ! 1/16 PR$.160-1232 16 1 1/2 8
1 1/2 PR$-160-1260 16 1 1/2 10 1 3/4 PR5-180-0826 18 1
6 1
FRS-180-1032 18 1 1/6 8
1 1/4 PRS-180-1232 18 1 1/2 8
1 1/2 PRD-180-1260 18 1 1/2 10 1 3/4 PR$.200-0226 20 1
6 1
. FRS-200.-1032 20 1 1/4 8
1 1/4 i
PR3-200-1260 20 1 1/2 10 1 3/4 FRS-24-1640 20 2
10 2
4,.. PR5-220-0826 22 1
6 1
Pjts-220-1026 22 1 1/4 6
1 1/4 PRS-220-1240 22 1 1/2 10 1 3/4 PR5-220-1640 22 2
10 2 1/4 PRS-240-0826 26 1
6 1
FRS-260.1032 24 1 1/4 8
1 1/4 PR$-260-1240 24 1 1/2 10 1 3/4 PRS-260-1643 26 2
12 2 1/4 O
l l
a i
- $EE NOTE 1 T.T7! CAL INSPEC* ION DRAWINC T
. om -
- " O' T
This drawin-to for ins 9ection aurcosas oniv.
pg i+
Attcchment 6.19 QI-019 Rsv. 4 3..
q O
MATERIAL :
5A 34 I
I ri I
.J
(
l f
i MG III BON. FIFE CATALOC C00g
$!ZE (TV)
T(U) A 1/16 U(U) T 1/8 esc-Oo4 1/2 1/4 1 1/4 PSC-004 3/4 1/4 1 1/4
- FSC-010 1
1/4 1 1/4 F5C.012 1 1/4 3/4 2
PSC-013 1 1/2 3/4 2
PSC-020 1
3/4 2
1 l
l NOTES l
TITLC TYFICAL INSPECTION ORAWINC O
SCLTID U-CJ1DC C.% v4G N Q.
A E v.
$nT
)
This drawine is for insoection surposes ontv.
PSC C
1 ef i 15
Attechm2nt 6.19 QI-019 R:v. 4
.s u,
O MATERIAL :
SA-34
+ _. _ _
l um mm T-
=
=
TfD)P enum M.,in f.
- 1/16 VftN) - 1/8 rl003 SIZE (II)
PUC-406 1/2 1/4 1 1/4 l
PUC-004 3/4 1/4 1 1/4
.r PUG-010 1
1/4 1 1/4 PDG-012 1 1/4 3/8 2
g
{
PUG-013 1 1/2 3/8 2
l l
PUG-020 2
3/8 2
i g
e I
I e
e 1
L.
I E'
\\
l i
i l
l l
IIILE TTFICAL LMSFECT!QIt DRAWidC O
WELDED O-CUIDE
- 0 "
This drawing to for taspectise purreses only.
POC 1e1 l
t c,
,e t@...ma.., tre s
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t
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Attcchment 0.80 QI-019 R:v. 4 O
I MATERIAL. i i
RCD ASME 5A-36 NtTIS ASTM A-563 CRADE A or A-307' l
(see Note 1)
.4
~.
p.
,\\'
l p
p c
c
(
)
(
i i
R--
PUS CATALOC CODE. N M. FIFE SIZE (IN)
R(!N)II/16 FU5-004 1/2 1/4 Fus-006 3/4 1/4 FU$-010 1
1/4 FUS-012 1k 3/8 i
O FUS-013 1h 3/8 FUS-020 2
3/4 FUS-423 2%
1/2 705-030 3
1/2 FUs-035 34 1/2 1/2 FUS-040 4
FUS-050 1/2 l
FUS-060 6
3/8 FUS-080 8
$/8 7U5-100 10 3/4 FU$-120 12 7/8 7/8 FUS-140 14 7/8 FUS-160 16 1
FUS-180 18 1
FUS-200 20 1
FU$-240 24 1
FUS-300 30 FUS-360 36 Ig
'\\
NOTES i
'1) TIN or T1cf may be used in place of QhenutsthataresuppliedwithFUS
- w..J.
,p O
TirLC TYFrcAt.1:4sFtc;:0:4 ow:30
.g7 5TMCAFJ U-801,7 This (ravin1 is for insaection aur90ses ontu 9WWG NO-3 FUS g
Attcchment 6.19 QI-019 R:v. 4 O
MATERIAL i l
RCD ASME $A-36 N17TS ASTM JA-63 CRADE A of A-307 l
(see Note 1)
.- p -. - --
C 3
3 3
3 C
3 C ]
i 5
R-8 NOM. FIFE CATAL00 CCDE SI E (Df)
R(IN),1/16
~
PCE-004 1/2 3/8 7C5-006 3/4 3/8 7C8-010 1
5/8 O
1 1/4
$/8 FUE-013 1 1/2
$/8 FCE-020 2 '
5/8 PUR-023 2 1/2 3/4 FCE-030 3
3/4 7CH-035 3 1/2 3/4 FCE-040 4
7/8 FUH-030.
S 7/8 FG -060 6
7/8 PCE-080 8
7/8 FCH-100 10 1
FCE-120 12 1
PCE-140 14 1
16 1
PCE-160 NOTES :
- 1) mi or THN r.ay be used in place of the nuts that are supplied with FUH.
%w U
TITL E. ;YF::AL INsFEc;10:1 CRx4:50 HEAW Ct.Tt V-30L; W A G N-AE v.
3 This drawing is for inspection purposes only.
p g.g is
Attcchment 6.19 QI-019 R;v. 4
~*
g o.
gg s.
=
w.t_-
E._
I e
s
?
MATERIAt. i casos srzzz.
I 6
R i
gl'I'i'Pl'I'IviYl'ttPI' TitI'!'I'I'It PF 6'rITI
.?
a I
'lt CATAIDC CCDC 300 SIZE
[
(IAT) t (3) I 1 /11 p
02 1/4 03 3/8 04 U2 03 3/4 04 3/4 1
07 7/8 08 1
M 1 US 10 1 U4 l
(
11 1 3/8 12 1 U2 l.
e
+
4 N'
O mc mim
...m..,_,
ALL.TEREAD RCD MM l AEV-l SM L m..
Attccha:nt 6.19 QI-019 Rev. 4 I
9-MAMRfAL i HEI ASTM A-307 Crade A 1
accus AsDt A=319 et AEME sA*34 g
O
~
carAloc mas n00 sur (to) a (D) ! t/16 I
RCP 03 3/s 04 1/2 03
$/s l
04 3/4 0
04 1
09 1 1/8 10 1 1/4 12 1 1/2 14 1 3/4 16 2
18*
2 1/4 20*
2 1/2 22*
2 3/4 24*
3 24*
3 1/4 i
20*
3 1/2 30*
3 3/4 32*
4 34*
4 1/4 34
- 4 1/2 see 4 3/4 40*
3
- see une t NOTES:
- 1 ) no ets u ts sans 60 are round shaped.
O TITLE. ITP! CAL trs?tcftou ctAguc too coc?ttMc THIS otAFDC t$ FCE IM5Ftc;!CN F7570$13 QWLT.
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of, tcP m
Attachm:nt 6.19 QI-019 Rev. 4 l
O R
e MATERIAL i 7{ip, Aim m c asa e fiii)
- rgg1 s
l l
=
\\
l
[
I
'l i
1 1
REN s,
g 5
CATAIDc Coat 300 SIZE i
! /16
~~
(RD)
R (TN) 1
~
i 03 3/4 O
04 1/2 l
05 5/8 i
([
04 3/4 07 7/4 08 1
6 09 1 1/8 l
10 1 1/4 12 1 1/2 f
14 1 3/4 e
M 2
f 18 21/4 20 2 1/2 I
L f-r 6
NOTES :
i m tcA1 asn cTzem namitsc vttet.rss rvT m O
tAAng 4 AEv.
Set I TEIS DRAMINC !! FCE MIPECTION PURPOSES ONLY W
0 t of 1 tl s. :*t s: a nn, s. >.
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v
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Att:cirznt 6.19 QI-019 Rsv. 4 e _.
y O
NATEEIAl.:
A SA_24 C
e
~
CATA1DC CODE 100 SIZE (SET or trT) 1 (IM) : 1/16 03 3/8
'3 04 1/2 05 5/8 06 3/4 E
07 7/8 08 1
01 1 1/4 18 1 1/'
ET E
12 1 1/2 in 1 J/4 O
16 2
18 2 1/4 20 2 1/2 12 2 3/4 24 3
26 3 1/4 28 3 1/2 30 s 3 3/4 32 4
34 4 1/4 34 4 1/2 34 4 3/4 40 5
~ ~ -
NOTES
END/ft'tt..TRRI AD ROD
- 'JLawswG NC.
A Ev.
$n*
THIS DRAWINC t$ FDL INSPECTION Pult? cst $ ONLY.
AIT/trT 0
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Attcchment 6.19 QI-019 R:v. 4 i
CO O
E ~ - - -
' ~ ~
l MATERIAL i ASTM A-644 Class F R
I 8
t RFE i
CATALDC CDog 309 SIZE (Ut)
R (D) 1 1/16 06 1/2 03 S/S i
06 3/4 M
L l
10 L L/4 1:
11/2 4
16 2
18 2 L/4 j
20 21/2 NOTESi O
1 III' E; TT7tCAL tssFrc::Os ::A;.uc i
"23" TOLCID ETI 500 ALv' MS OMC 15 Jo t tN5FtCTIOW FeltFosts Otti.Y.
LTI
Attachssnt 6.19 ~~
QI-019 Rev. 4 CC O
... U' Y
MAT 9t!AL i ASME SA = 36 R Cl d J
g-RPE r
CATALDC CODE 300 SIZE (RPE)
R (IM) A 1/16 32 2 3/4 O
3.
3 26 31/4 l
28 3 1/2 3o 3 3/6 32 4
34 6 1/+
36 4 1/2 34 4 3/4 Lo 3
NOTES.
llO "2A" TITLE.
T TTFICAL I3s?tCTION DRAllDC i
l rod VITI Pl. ATE ETE
",v.
sn Turs onAut::e. Is rot tuspretton rentosts outY.
art 1
Attachmant 6.19 QI-019 Rsv. 4 O
R]
MATERIAL -
'h d
CLEVIS ASTM A-668 Class C FIN ASME SA-36 h,
E i
'i.is r
__,_._4E Y
-l-CATALOC CDDE RCD SIZE RSC (nsC) a (tN)
- t/is 03 3/8 O
04
'. / 2 05 5/8 06 3/4 07
/8 0.3 1
09 1 1/8 10 1 1/4 12 1 1/2 14 1 3/4 16 2
18 21/4 20 21/2 22 2 3/4 24 3
26 3 1/4 28 3 1/2 30 3 3/4 32 4
NOTES O
TITL.
TYPICAL INSPEC 10N DR.W:NC FORCID STIIL C'_IVIS NWG NC.
A E v.
En T THIS OFJ'.JINC IS FOR !NS7tC-*0N PL'UCSE3 0?".'
tsc q
+-f, l
'L')
(
I
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Attach =nt 6.19 QI-019 Rsv. 4 Y
T O
-1 F R I !
MATERIAt.
AST:t A-the Class C
-m
(
4 %
6 'J 4.a p
. 2-tt)
RTS O
CATALOC C00E 100 SIZE,
(RTB)
R (IN) T 1/16 03 3/8 04 1/2 I
l 05 5/8 0.
3/4 07 7/8 N
1 09 1 1/8 10 1 1/4 12 1 1/2 14 1 3/4 16 2
13 '
2 1/4 20
- 2 1/2 l
NOTES-
'E TYPICAL INSPEC* ION DCil:IC O
TURNBUCKLI Ch'.1';G NO.
F' E v.
Sn7 l
Ti!IS DPN!I T. IS FOR INSPECTION P'lRPOS** 'I:LY.
RTB o
te3 E
A
Attachasnt 6.19 QI-019 Rev. 4 l
=
_ <_3 W
i.
MATERI AL :
AENE 5&-36 R
\\
I j
8
.)-
/
~
~
CATAIAC CODE 300 SIZE E (3) 1 1/16_
(nWE) i 03 3/8 og 1/2 f
05 S/s
?
06 3/4 07 7/8 OS 1
8 i
e.
09 1 1/3 r
10 1 1/4 u
1 U2 14 1 3/4 16 2
i 18 2 1/4 i
I 20 2 1/2 t
I E
f O
TITLE.
TTFICAL DSPEC Iog DgAguc Utt.5ED m neo A EV.
SnI i
TRIS DEAEUC 13 itt IM5PECTION PURP05Z3 QWT.T ggg 0
1 et t
'2."1
AttachmInt 6.19 QI-019 Rav. 4
_k.
[
),
I MATERIAL i
f ASME SA-36 f
W y
h I
I,
~
[
<-mN T
(l i
i I
WP es~_
CATA10C CODE VI:7:3 i
DIICENESS HOLE DIAMET!1 *
(ItWP)
V (IN) 1 1/4" T (IN) e g (gy) ee 03 3
1/4 7/16
)
(
04 3
1/4 9/16 3'
05 3
3/8 N/A 06 4
3/8 N/A g
07 4
1/2 16 /16 l
08 4
1/2 1 1/16 2
09 4
1/2 1 1/4
{
10 5
1/2 N/A s
12 5
3/4 1 3/8 1
3/4 1 7/8 14 5
3/4 2 1/8 6
16
'J.,
(
3/4 2 3/8 18 6
20 r
3/4 2 3/4
}
/
3/4 3
s 22 6
24 6
3/4 3 1/4 y
26 6
3/4 3 1/2 4g 28 7
3/4 3 3/4
/
30 7
3/4 4 /
n, w<.<e.
/,* See N te 1
- See Note 2 and 3.N.q NOTESy
~
- 11) I 1/32" for sizes 03-09; 1 1/16" for
(
sizes 10-30.
i
- 2) ! 1/32" for sizes 03-08; 1/16** f or ','
s u as 09-30.
[ 3) When hole diameter is not specified, f
r it need not be chechad.
"&O IIT' E. N?!;A:. IN5?!C;ON O u;!'.NO w
W v--
'V
'JA5KIl FLA I
- lt,f.
NIS DuMINC !! TOR INSPEC!ON P'.*RFCSES CN'.Y.
t,P g
es
Attachatnt G.80 QI-019 Rev. 4 O
(
.m SMA TYPE PC
(
--l' BJ
~ -
(SEE NOTES 182 )
i SEE DETAIL I F
e
- f. 4 l
8 (SEE NOTE I) q
^'
(SEE NOTE t)
SEE DETAIL I
-9
'n syA ype so
~
S C.t;ALOC CODE 5(In.) I 1/16 I
SMA - 1/4 3/8 M*v-Ws d'
- f.", : 9(*
P r
SMA - 1/2 3/8 yyy \\
efffM lll'llllll1l1ll1 lli! I I li! l l ! 1( )l t
EMA -
1 1/2 SMA -
3 3/'
I i sMA -
10 '
1 i
SMA -
35 th k VA--7 II//k SMA - 100
- 2h-3
\\'
c
(
c j
OETAIL i (FCR O!MENSIONS SEE SHEET 2ef 3.)
NOTES:
- 1) TOR REAR 3 RACKETS SEE BRE-XA5
- 2) FOR PI?! C* AMPS, SEI SKH-SPC.
- 3) Sh"33E15 MAY SE INSTALLED 180 (and to end) TRCM THE CONTICLRA~IOh*
SECL'N CN THE DESIGN DRAh*ING u
O TITI.E ; Typical Inspection Dravi.g Adjuscable Lang:5 Snubber CVwinG NC.
A EV.
En This d: GAT.g is tar insoection purposes only.
g, m
Attechmint 6.19 QI-019 Rsv. 4 O
SOCKET TTPE COUPLING SOLID TTPE C0t*PLING CATAI.oC CocE Z(IN)t1/8 C(IN)t1/8
- (IN)t1/8 C(IN)Il/8 SMA-1/4,l/2 1
1 1/4 1 1/4 13/16 SMA-1 1 1/4 1 1/2 1 1/2 1 1/16 SMA-3 1 1/2 1 3/4 1 3/4 1 5/16 SMA-10 2
2 3/8 2 5/16 1 13/16 SMA-35 3 1/4 3 7/8 3 11/16 3 1/16 SMA-200 4 3/4 5 1/2 5 7/16 4 9/16 IRANSIT*CN KI"' TTT-U7 SEALI CONTCitM To a) ~3RCCC'd c).
Transi:icn ki:s wi:h socket coupli gs shall be fic u= with a pull hack.
4) a.
of 1/16" prict cc weldiss.
Solid cype couplinss on scubber c assicien kits shall be welded is place I
while saistaining a tolerance of approximately 1/16" variacion fres :he b.
f pipe center 1 6e.
to the estensi=a pipe.
Couplings (solid /socksc) zust be s<tuare relative c.
C REO.C!?.I5
- 3),, IN TdC5E CASES Wi"'"
rdI MCCNTINC F* ATE IS TL*ltNIshC A5 A SL"- IT A:AW h*"*
RETER 70 rnE TABLE SC.CW TOR THE TCLLOvCiG IN57EC-*CN AMKI3C 15 (as ap;'i=able):
6)
Weld si:e for solid end couplug :uc.
,a.
b.
Transi:icn ki".J ni= rum thread engage =ent.
c.
Transi: ice ki: pi7ang size, Torque :stuire:ents for c-ansi: ion kic ounting bel:s. and d.
Torque recuire=ents for the eye red jam nut.
e.
1
?,
(see se;s: page)
{
e 4
Q U
r MI I;rpical 1r.scac: ion ::ac.ng Adjustable tens:h Srnbber i AEV.I St*T This drawing La f or inscac:1:n pun osas only.
WW WG NC.
p,g I I I:
.a-66
~-
~
'ettac{liEnnt @il@
QI-019 Rsv. 4 O
SNUBBER SIZE
_,1/ 4 1/2 1
3 10 35 100 a) kTLD SIZE, SOLID CPLC.
3/16" 3/16" 3/16" 3/16" 1/a" 3/8" 5/8" b) TRANS. KIT 21!N. THREAD ENCACIPrtT 3/16" 3/16"
$/16" 5/16" 9/16" N/A N/A c) TRANS. KIT FIPE $!:E AND 1"
1" 1h" 1h" 2"
4" 6"
MIN. SCEDULE 40 40 40 40 80 80 120 d) MIN TORQUE FOR TRANS. KIT MOUNTING 30LIS (in/lbs) 22 22 45 120 440 N/A N/A e) MIN. TORQUE FOR ETE RCD JAM NUT (f t-lbs.)
40 40 40 80 100 150 220
- 7) TO CHECK RELATIVE ANGLE ADJUSTMENT, PERTOR21 THE TOLLOWING:
- 1.
SNUBBER SIZE 5 1/4 THRU 10:
2.
SNUEBER SIZE 5 35 and 100:
aa) Attachments removed from as) Remove indicator tube nounting screws and extend snubber suffici-snubbe r.
bb) Saubber in vertical position, ently to expose the telescoping setting on snubber housing.
tube.
ec) Ramove retaining ring.
bb) Restrain telescoping tube and dd) Turn end cap.by hand (not loosen lefa hand threaded ring nut.
acre than 360 degrees).
ec) End cap rotated to desired position ee) Replace retaining ring.
(not more than one complete turn ff) Tully stroke snubber to from bottomed out position).
determine that the dd) Recorque ring nut to 150 + 20 f c. -.
~
Ibs.
repositioning has not damaged inter =als.
O.
ee) Indicator tube and nounting screws replaced.
IN ORDER TO 7ERITY THE ACCEPTABILITT OF THE STRAIGHTNESS OF THE SIZI 35 5:C 8)
TRANSITION KIT TUBE TO SNU35ER CONNECTION, THE TOLLChING IN5?EC ION CAN BE PERICR2:D.
SCRE"J THE TRANSITION KIT INTO A MATING TAPPED HOLE (A SNL*BBER CXI BE USD 1.
trNECI55AR4 WITH THE THREADS AIMOST FULLY INSER*ED, ROTATE THE TRANSITION KIT ONI FULL 2.
TURN AND MIA5URI THE RADIAL ECCENIRICITY AT A FOIN! TOUR TEE TRCM I'dE END OF THE.5NU35ER UNIT. THE TOTAL ECCENTRICITT SHOULD NOT E7.CIID 3/8" (i.e.
I /16" from the centerline).
3 a variation of AN ECCENTRICITT LESS TRAN OR EQUAL TO 3/8" k*ILL CORRESPOND TO AN A55E 3LD 3.
UNIT wit' DIN THE SECTION III APPENDIX K TOLIRANCE ICR DEVIATICS TROM STRAICHTNESS.
IT IS NOT NECESSARY TOR TE 5*dCULDER ON THE THREADD END OF THE TRANSITION KIT TO DRAW UP FLUSH TO THE $NUBBER; THERITORI, IT IS NOT NECE55 ART TO CHECK ITS ALIGNMENT WITE THE TERIADS.
NOTES:
E f5 Typical Inssection Dravi g ADJusTAaLE LENG?M SNUESE4 AEv. l 3 er 3 snt CRvaG NC.
D t
This drawins is for instection oursoses oniv.
m
Attachu nt 6.19 QI-019 Rev. 4 o
O i
SMF TYPE PC w ' '
8j (SEE NOTES l& 2) 8++
a
!M
-)i!
5MF TYPE 8A 3*
e tstE NOTES) 8 +
'd 0;
SMF TYPE Ro Y
J (SEE NOTE 11
~h C^T*
- 0 SMF TYPr 50
{
C00E 8(In.)
t/ts
[
_- r' L FQWARQ 8 RACKET SMF-1/4 3/8 snF-t/:
3/s O
SMF-1 1/2 517-3 3/4
- THIS DETAIL APPLIES ONLY TO 5:7-10 1
SMF-33 th SMT SIZES 35 AND 100. FOR l
C TLf SMF-LOO
- g"-3 INFORMATION SEE NOTE 4 M
(Sheet 2 of 3).
y_1 I
l
- 2's" on snock arrestor end; yan r.. fo m r. =r.=.e end.
r I
Lu f/
5 NN
/
NOTES:
FN
[
t.) rCR REAR sRACxE s sEE SRM..R3 F
i 2.) FOR PIPE C'J.FS SEE BRH-5FC 3.) 5:lU38ERS MAY BE INSTALLED 180*
(end to end) FROM THE CONFICURATION SHC'-7; Ch THE DESIGN DRN=150.
TaTLE: Typical Inspection Crawing Fixec Length Snubber This crawing is for inspection purposes only.
CMAWG NC.
4 E v. t Sr 7 5}T l
0 11 :* 3 St.
=
Attzchm nt 6.19 QI-019 Rsv. 4 6
O
..)
SIZE
(= (IN)
^ "
MIN (1 /16) max (I /16)
MIN.
MAX.
n1 ** (IN) 1 I
33 6 1/4 22 LS/16 3 1/8 21 13/16 1 1/8T 1/16
~
100 7 3/8 31 7/16
$ 3/4 29 11/16 1 3/8!1/16
- REQUIRED THREAD DCACEMENT FOR FORWARD BRACKIT.
SMn M. KIN F
F1 F2 51113 (IN)
(IN)
(IN)
(IN) i 2 7/8 3/8 3/8 3/16 35,35L,35XL 3 1/2 3/4 3/8 0
33/8 13/16 hui 7/8 3/14 100,100L,100ZL 6 1/2 3/6 3/6 0
5.)
IN THOSE CASES WEERE THE FORWARD BRACKIT 15 MCDITIED TO 08TAIN WI F10FER C-C DIMENSIDW, THE WELD SIZE AND LINCTH FOR AITACHING THE LUG TO THZ FLATE FOR SNUBBER SIZIS 1/4 TE10UCH 10 IS SHOWN BELOW. WHIN WE MOUNTING FLATES DILTORT AS THE IISULT OF TEIS WEI.DINC, THET MAY BE HYDRAUI.ICAflY STRAICHTENED IN A JIC (vichout hasetng) TO IISTORI THEM TO THIIR FI.AT BEARING CONDITION.
IN ADDITION, THE QCI WILL YEXITT THAT THE LUC, VHD CUT, MEZT5 THE DIMENSIONAL REQUIRIMENTS BELOW. MINIMUM THAZAD D CACEMENIS AND TORQUE RIQUIR INIS TOR TORWARD BRACKIIS ARI ALSO CIVD RE:.0W-SNUESER SIIE 1/6 1/2
]
1 l
3 10 WELD SI:I I 3/16" J/16" 3/16" 1/4" 5/16" K
Z K
K Z
LDCTH 3/4" 3/4" all around all around all around ggys y gjg.
1 gjg.
1 5/8" 2"
2 $/8" TcAWARD REACIII PAI:
8 7/16" 8 7/16" 9 13/16" L1 13/16" 14 1/16" D
5 MIN. TERIAD ENC:
3/16" 3/16"
$/16" 5/16" 9/16" l
MIN TORQUE (in/lbs):
22 22 4$
120 440
'To be sessured from the end of the place to the center of the eyerod.
1 TITL E ' ;y71 cal Inspection Drawing
(
FLxed Length Scubber l
- . p.g
~.
,e f.,
....c..,.r,....
1,.
n
Atttchasnt 6.19 QI-019 Rsv. 4 O
6.)
IN THOSE CASES WHERE ATIAQO2NT 50LTS RET'4EN FORWAAD BRACKET A55 COLY AND $NUEBER A55DSLT AAE SATETT WIRD BY THE VENDOR, QCI SMALI, VERITY THE TOLLOWING CONDITIONS EXIST:
a) 50LTS ARE TICHT.
b) LOCWIRI IS NOT DAWED.
c) LOCXWTRE 15 CRIMPED.
PRIOR TO INSTALLATION, IT ANT OF THE A50VE CONDITIONS ARE UNSATISTACTORT, THE 50LTS SHALL BE RITORQUD AND THE NEW LOCWIRE SHALL SE INSTALLED.
O I
IIILE-TYPICAL IN5?ECTION DRA'*INO FIXE 3 LENOTH $ NUB 3ER
- ~ o.
y r;,
mI....
1.,
I....
,......I....,.....
1,.
$+
J
--A-h
~
Attachm:nt 6.S@
QI-019 Rsv. 4
/
O MATERIAL:
3ee noce (1) 8-F1. Art: CAnscN STtt; -ASMI SA-36 z_
scLT:
Ca.scN STtr'_ -ASTM A-307; A-19:
r-*
t cc.3-70 NUT: CAK3CN STE!*. -ASTM A-513 Cr. A:
( )
A-194 Gr.2H
/
i ALLOT STIIL -ASME SA-193 Cr.37 FIN:
(/
l
' '...h...,
S (See Note 2)
C.:.5 SPC stock 5::, 5(:::)
scLT PIN NOM. PI?E CATALCC CCDE SIZE (IN)
T ! 1/6 x W ! 1/4 O(IN) 1/16 3(IN) 1/16 SPC-06-006 3/4 1/4 x2,1/2 x2 3/4 3/8 5?C-08-006 3/4 1/4 x2,3/8 x2,1/2 x2 3/4 1/2 SPC-06-010 1
1/4 x2,3/4 x2 3/4 3/8 5?c-08-010 1
1/4 x2,3/8 x2,3/4 x2 3/4 1/2 5FC-06-013 lb 3/8 x2 3/4 3/8 5?C-06-015 th 3/8 x2 3/4 1/:
5?C-06-020
'2 3/8 x2 3/4 3/8 5?C-C8-020 2
3/8 x2 3/4 1/2 5?C-10-0:3 2
1/2 x2,1 x 3 1
3/4 5?C-14-020 2
5/8 x4 ik t
NOTES:
(1) For snubber applica: ices only, the clac; =ay be cri==ec to c'.9e values noted below:
Snubber size k 1
3 10 33 100 4"
Min Edge Dis.h" h" 3/4" 13/16" ik" 1"3 t
'2)
'Jhan =ultiple si:es are listed, any of the: are ac:ep:able.
'I-TY? !C.U. I:35?ECT;:S 7.c ::;,
5 ?.lT/SNO33IK PI?I C'.x:?
0 4^ N0t N C.
I4 ** I 3~~
This drawing is for inspec:imn ;urposas eniv.
5 5'"
1 2 l,.' d N
QI-019 Rsv. 4 O
~
STOCK 5:21, 5 (IN)
ROLT PIN CA A:,oc C :E nom.PI?! SIZE (IN)
(T*1/16x C /41 DftN WI/16 B(!N Wl/16 57C-06-023 2%
3/8 x2 3/4 3/8 3/4 1/2 5?C-08-023 2h 3/8 x2 57C-10-025 24 1/2 x2, 1 x 3 1
3/4 57C-14-023 2h 5/4 z4 14 1
3/8 z2 3/4 3/8 57C-08-030 3
1/2 x24, 3/8x2 3/4 1/2 57C-10-030 3
1/2 x2%
1 3/4 57C-14-030 3
5/8 ze ik 1
3/4 ze. " .
14 Ik 57C-06 040 4
3/8 x2,.
}
3/4 3/8 57C-08-040 4
1/2 x24, 3/8 x2 3/4 1/2 57C-10-040 4
5/8 zJ lh 3/4 57C-14-040 4
5/8 x4 'g ik 1
3/4 sd ik ik
$7C-06-060 6
1/2 x2%
1 3/8
$7C-08-060 6
1/2 x2%
1 1/2
$7C-10-060 6
5/8 z.3 14 3/6 i
6 5/8 x4 1h 1
57C-14-060 57C-20-060 6
l' z6 1h ik 1
1/2 z2%
1 3/8 57C.48-080 8
5/8 x3,1/2x2 F/2 1
1/7, 57C-10-080 8
5/8 z3 ik 3/4 57C-14-080 8
3/4 ze lh 1
1 z6 1%
1h 57C-24: 080 8
1h x8 261 1h I
l 57C-0(-100 10 5/8 x3 ik 3/8 i
57C-04-100 10 5/8 zJ ik 1/2 57C-10-100 10 3/4 z4,5/8 x3 ik 3/4 l
5?C-14-100 10 3/4 x4,3/4 x6 1%
1 5?C-20-100 10 1 z6 1h Ig 57C-14-100 10 1h z8 2h th 57C-06-120 12 5/8 z3 ik 3/8 57C-08-120 12
.5/8 x3 14 1/2 57C-10-120 12 3/4 ze lh 3/4 57C-f4-120 12 3/4 x6 1 3/4 1
5?C-20-120 12 1 x8 1h Ig
$7C-24-120 12 1h x4 2%
ik 57C-36-120 12 1h x12 2
3 5?C-06-140 14 5/8 zJ ik 3/6 57C-08-140 14 5/8 x3 1k 1/ 2 57C-10-140 14 3/4 z4 1h 3/4 57C-14-140 14 3/4 36 1 3/4 1
O IIILE; T7ICAL IN5?EC"'ICN 3RNaT.iG
$ TRIT!/Sh'C13E1 PIPE C' A'.O l.
5?C This draw g is for issoection putyoses only.
Attachmsnt @.A@
QI-019 Rsv. 4 O
STOCK 5!*I. 5(!N) 3CLI PIN CATA1CC CCct NCM.. ?!?! SI2t(IN)
(-01/ I 6 xW':I/4)
D(!N)*1/16 3(IN)*1/16 14 1 x8 1h th
$7C-20-140 1h x8 2h th 14 2
3 57C-24-140 1h x12 14 5?C-36-140 5/8 x3 ik 3/8 16 SPC-06-160 5/8 x3 ik 1/2 16 5?c-08-160 3/4 x4 th 3/4 57C-10-160 16 16 3/4 x6 1 3/4 1
57C-14-160 1 x3 1h ik 57C-20-160 16
. h zS 2h ih 3
$PC-24-160 16
$7C-36-160 16 l's x12 2
3 18 5s8 x3 Ik 3/8 57C-06-180
$/S x3 ik 1/2 18 18 3/4 x4 1h '
3/4 5?C-C8-130 5?C-10-150 3/4 x6 1 3/4 1
IS 57C-14-180 1h x7,1 1/4x8 13/4 ik 18 SPC-20-180 1h x8 2h th 18 5?C-14-180 2 x10,1 1/2x12 2
3 18 20 3/4 x4
- 1h 3/8 SPC-36-180 57C-06-200 3/4 x4 1h 1/2 20 SPC-08-200 3/4 x6 1h 3/4 5?C-10-200 20 57C-14-200 20 1 x6 2
1 5?C-20-200 20 1k x7,1 1/4xs 1 3/4 th 20 1h x8 2h ih 5?c-24-ZCO 2 x10,1 1/2x12 2
3 O
20 Ih 3/8 57C-36-220 3/4 x4 22 SFC-06-220 3/4 x4 ig 1/2 57C-08-220 22 5?C-10-220 22 3/4 x6 1h 3/4 5?C-14-220 22 1 x6 2
1 57C-ZQ-220 22 Ik z7,1 1/4x3 13/4 ik
$7C-24-220 22 1h x8 2h ih
$7C-36-220 22 2 x10,1 1/2x12 2
3 SPC-06-240 24 3/4 x4 1
3/8 57C-08-240 24 3/4 x4 1h 1/2 57C-10-240 24 3/4 x6 th 3/4 57C-ic-240 24 1 x6 2
1 SPC-10-240 24 1k x7,1 1/4x3 1 3/4 ik 57C-24-240 24 1h 28 3
1h SPC-36-240 24, 2 x10,1 1/2x12 2
3 57C-06-260 26 3/4 x4 Ig 3/3 57C-08-260 26 3/4 x6 1h 1/2 5?C-10-260 26 3/4 x6 lb 3/4 5?C-14-260 26 1 x6 2
,1 NC T7 7.A:. 2N57!C20N :PA.:NC 571C/SNc33IZ PI?! C1./9 f
- l3
" O' SPC This drav.n; 1s for inspec-1:n pu:;csas culy.
2
= - -.
~ Attachecnt 0.' t y QI-019 Rsv. 4 OV L
SCDCK 5:2I, 5(2N)
NCM. FIFE (T 1/16 x W!1/4)
D(IN1 1/15 B (011 1/16a,
I CA A.cc crer
$!!! (IN1 57C-20-260 26 1h x8 2
1h 57C-24-260 26 1h x10 3
14 5FC-36-260 26 2 x12,1 1/2x12 2
3 57C-06-280 28 3/4 x4 th 3/8 57C-08-280 25 3/4 x6 th 1/2 57C-10-250 25 1 x6 2
3/4 57C-14-250 25 1 x6 2
1 57C-20-280 25 1h x8 2
1k
$7C-24-280 25 1h x10 3
1h 57C-36.280 28 2 x12.1 1/2x12 2
3 57C-06-300 30 3/4 x4 1h 3/8 57C-08-300 30 3/4 x6 15 1/2 57C-10-300 30 1 x6 2
3/4 57C-14-300 30-1 x6 2
1 57C-20-300 30 ih x8 2
Ik 57C-24-300 30 1h x10 3
1h 57C-36-3C0 30 2 x12,1 1/2x12 2
3 57C-06-320 32 3/4 x4 1h 3/8 57C-08-320 32 3/4 x6 1h 1/2 57C-10-320 32 1.x6 2
3/4 57C-14-320 32 1 x6 2
1 57C-20-320 32 1h x3 2
1h 57C-24-320 32 1h x10 3
1h 57C-36-320 32 2 x12,1 1/2x12 3
57C-06-340 34 3/4 x4 1h 3/8 57C-08-340 34 3/4 x6 14 1/2 57C-10-340 34 1 x6 2
3/4 57C-14-340 34 1 x6 2
1 57C-20-340 34 1h x8 2
14 57C-24-340 34 14 x10 3
1h 57C-36-340 34 2 x12,1 1/2x12 2
3 57C-C6-360 36 3/4 x4 lb 3/8 57C-08-360 36 3/4 x6 1h 1/2 57C-10-360 36 1 x6 2
3/4 SPC-14-360 36 1 x6 2
1 57C-10-360 36 th x3 2
,p 57C-24-360 36 1h x10 3
IQ 57C-36-360 36 2 x12,1 1/2x12 2
3 l
l l
E~~E; "T?2CA!. 235?I: !2N 27,AW23, SC7.i 2/5Nc33E7. P27! C* iT IREv.I&
5,-
M ms3 NC.
5 7,.
- m. e.
.5 a... a...mm,m.....e.
,s
_m
Attachm2nt 6.19 QI-019 Rev. 4
.-..a e
C)
U,7e s,, u.
c,,c,,,,,,,, 1.
FLATE ASME sA-36 c-- T s0LT AsDL A-307 4
vil:
ASTM A-563 cza.Dt A 9
FIN AsME SA-Is3 caADE 37 8
r -
.-.s
(.-:l (STocx SIZE wa4* t.E553 WToCX size was* ovERI SRC TmIcsNtss vInn not.T FIN
,an,,1, T(IN)t1/16 U(IN)I1/16 D(IN)!1/16. 3(IN)I1/16 cATAloc coot s122 (IN) sac-44-006 3/4 3/s 4
1/2 3/s sac 48-ooo 3/4 3/s 4
U2 1/2 sac-04-010 1
3/s 4
1/2 3/s sac 48 olo 1
3/8 4
U2 1/2 sac-06-012 14 3/s 4
U2 3/s sa:4s-c12 14 3/s 4
U2 1/2 ste-o6-015 1%
3/s 4
U2 3/s sal.-os-415 1%
3/4 4
1/2 1/2 sac 020 2
1/s 4
3/4 3/s sac-os-420 2
3/s 4
3/4 1/2 sac-10-020 2
1/2 6
3/4 3/4 sac-14-020 2
U2 6
3/4 1
O sac-06-023 24 3/4 4
3/4 3/8 sac-os-023 2%
3/s 4
3/4 1/2 sac-10-425 2%
S/s 6
3/4 3/4 sac-14-023 2%
S/s e
3/4 1
sac-0 M 30 3
S/8 4
3/4 3/s sac 4s-03o 3
$/4 4
1 U2 sac-10-030 3
5/8 6
1 3/4 sac-14-030 3
5/8 6
1 1
SEC-20-03o 3
3/4 6
1 14 sac-06-035 34 5/s 4
3/4 3/8 sac-os-o35 34 5/s 4
3/4 1/2 sac-10-035 34
$/s
'4 1
3/4 sac-16-o15 sh 5/s 6
1 1
r.c-20-o35 34 3/4 6
1 1%
l NOTE:
I TTFICAL INsFECTION DIMIING STET /sNU3BE111sZa CLAMP This drawins is for inspectica purpeess only.
- AAmisG no, a gy, Snt sac 0
1 of 1 31 t
M
/Attsclieans Gr.Ti>
QI-019 Rsv. 4 f
9 O
TRICINESS VIOTH SOLT FIN
,gg Cc ALoC CODE s H E (IN)
T(IN) 1/16 V(IN) 1/16 D(IN)11/16 3(IN)!1/16 sE -0 W 'O j
6 2
stC4 6 1
6 1
3/4 4
stC-1 W 1
6 1
g 4
sac-14-040 f
f SE-20-060 g
sE-46-050 3
1 6
1 W
sE-10-450 3
1 6
1 3/4 sE 050 3
1 8
1%
i sE-2M50 5
1 8
W W
i sE-46-460 6
1 8
1 3/8 6
1 6
1 U2 sE-04460 sE-10-440 6
1 8
14 3/'
8 1
8 II L
SE-16-040 sE 040 6
1 8
14 W
8 1
8 14 3#8 sac-06-080 4
1 8
14 1/2 gg.og.cso su -10 080 8
1 8
14 3/'
a lh 10 1 3/4 1
su Oso a
2 12 24 1h su-204so a
2 12 24 14
$K-24-Os0 sE -O k too 10 1
a ik 3/s I
sE-44-100 10 1
8 1%
1/2
$E 100 10 1
s ik 3/'
S E 100 10 1h 10 1 3/4 1
s E 100 10 2
12 24 W
sg.26-100 to 2
12 24 1h gg.apno 12 I
s Ig 3/s S E-08-120 12 1
8 14 1/2 SE-10-CQ 12 1
I 1h 3!4 sE-16-120 12 IN 10 1 3/'
I sE-20-120 12 2
U 24 W
sE-24-120 12 2
12 2k 14
. sE-36-120 12 2
12 24 3
SE-06-160 14 1
8 14 3/8 gg.cs.tco 14 1
8 1k 1/2 sse.to.14o 14 1
8 1k 3/4 sE-14-140 14 1%
10 1 3/4 i
sE-20-1&O 14 2
12 2k ik
'4 2
12 2k th SE-24-160 SE-36-141 14 2
12 2k 3
1 l
1 E E; TY?ICAL INSPECTION DRAiiING STRIT2/5NU33ER RISER CI.A.T O
M *G t*0.
REV.
SM T.
THIS DFA.7NC IS FOR INSPECTION P'.TtJCSIS CNI.Y.
SRC 0
2 e3 l
l 40 l
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Attachm2nt 6.19 QI-019 Rev. 4 I
nim 35 3
m PD non. FIFE SIZE (D) T(IN)11/16 V(D) 1/16 D(IN)A1/16 8(IN) 1/16 CATALDC CCDE SRC-06-160 16 1
8 14 3/8 5 ?tC-08-160 16 1
8 14 1/2 SRC-10-160 16 1
8 14 3/4 3RC-14-160 16 1h 10 1 3/4 1
SRC-20-160 16 2
12 2k ik 5KC-24-160 16 2
12 24 lb SRC-36-160 16 2
12 24 3
SRC-06-180 18 1
8 14 3/8 SRC-08-180 18 1
8 14 1/2 3RC-10-180 18 1
8 Ik 3/4 3RC-14-180 18 1h 10 1 3/4 1
3RC-20-180 18 2
12 2k ik SRC-24-180 18 2
12 2k Ib 3RC-36-180 18 2
12 24 3
SRC-C6-200 20 1
8 1k 3/8 SRC-48-200 20 1
8 1k 1/2 SRC-10-200 20 1
8 Ik 3/4 51C-14-200 20 1h 10 1 3/4 1
SRC-20-200 20 2
12 2k ik i
SRC-24-200 20 2
12 2%
1h SRC-36-200 20 2
12 24 3
SRC-06-220 22 1
8 1k 3/8 SRC-08-220 22 1
8 ik 1/2 SRC-10-220 22 1
8 1k 3/4 SRC-14-220 22 lb 10 1 3/4 1
O SRC-20-220 22 2
12 2k ik
- -- SRC-24-220 22 2
12 2k th SRC-36 220 22 2
12 24 3
SRC-06-240 24 1
8 ik 3/8 SRC-08-240 24 1
8 1k 1/2 SRC-10-240 24 1
8 14 3/4 SRC-14-240 24 14 10 1 3/4 1
3RC-20-240 25 2
12 24 Ik 3RC-24-240 24 2
12 24 14 TITLE TYFICAL INSFECTION DRAWINC This drawing is for inspection purposes only.
STRtTT/5NL'88ER RISER CLAMP Cr'U-vmG NG T'
SRC 3
3 s
41 k
J
attacttm:nt (.T.T;)
QI-019 Rev, 4 O
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Fi l a ah SRF Type PC (See Notes 1,2) i',
)
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SRF Type BA (See Note l)
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SRF Type RO (See Note 1)
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'T SRF Type 50 CATAI.0C CODE B(IN):1/16
. SRT-06 3/8 SRT-08 1/2 SRT-lO 3/4 SRT-14 1
SRF-20 1 1/4 SRT-24 1 1/2 SRT-36 3
1 i
l NOTES :
l.) For rear brackets, see BRH-XR3.
2.) For pipe clan;s, see 3KE-S?C.
3.) Svav stru:s nay be installed 180" (and to end)' frec the con-figuration on the desigr. drading.
- O TITL C TT?ICAI. INS?ECT!ON DKr';30 T!XID 1I30 3 S*'AY STRL*T
- h Sc 3RT 2
This drawing is for inspection,ur?oses only.
c
Attac1 cant f.XW QI-019 Rsv. 4 1.)
All socket welded coupli=gs require a misimum of 1/16" pull back of the extension piece for proper fit-up.
2.)
Solid type couplings en struts and end plates en fixed struts shall cot exceed 1/16" zisalignment from the
" pipe (barrel) centerline.
3.) The coupling (solid / socket) shall be
/
square relative to the barrel.
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4.)
For modified strues, barrel site and minimum veld sizes are shows below.
STRITT SIZE NCMINA1 PIPE SIZE TCR BARE" MINU1*M 1.C.D SIZE *(IN) 06 1" Sch. 40 3/16 08 1 1/4" Sch. 40 3/16 10 1 1/2" Sch. 40 3/16 14 2" Sch. 80 1/4 1
20 3" Sch. 80 5/16 24 4" Sch. 80 3/8 36 6" Sch. 120 3/8
- Need not be larger than the thick =ess of the ecllar.
5.)
If spacers are installsd, the followi=g neces are applicable :
(a) Spacers shall be selected to (e)
!=seallattens where the gap exceeds the thick =ess of c=e approxisately center the ayerod in the bracket /cla=p.
space is acceptable.
(b) Spacer outside diameter shall not exceed spherical beari. g housing outside dia=ecer.
(c) If the eyerod is installed in a her-j isental positirn a=d the resulti=g
(
gap is just enough to install one spacer, the spacer shall be installed en the botton side.
(d) Que to configuration of bracket /cis=p, the result 1=g gap =ay soc acce=ocate I
a spacer. Ocitting of the spacer is p e r=is s ible.
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DE *T? CAL :'is?!:: 0:: ORx;O;0 f
T!!I3 LILTd STAY ST?.!;-
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Dis draVing is f o* i*.spectiCn purpCses oniv.
SKI 43
ansutwaLLan r.w QI-019 Rsv. 4 O
w SRS TYPE PC 7,-
6 (SEf NOTES IS2 )
m 8 ~*A C, -
R P *f SRS TYPE BA e
(SEE NOTE I)
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. z I.x,ty; Tor infornacion see sheet 2 of 2.
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This drawing is for inspecti:: purposes only.
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TJLE.TT?ICAL IN5?ECTION DRANTNO
(([/[
ADJUSTABLI 5*J6Y STRtJT C
Ch'NG No.
AEV 1 5.m t 4
e SRS.
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QI-019 Rsv. 4 O
Sct.23 TT71 COUF' DC SoCxr7 TTFE CetTFt.DC 0 /8 C( U)A /3 1
L 3( ?)*1/16 Z(U)+1/8 C(U)*l/S CATALOC CODE B(IN)-l/16 :(!N1 CATAT.,0C CODE 5R5-06 3/8 1
1 1/4 SRS-06 3/8 1 1/4 13/16 515 08 1/2 1 1/4 1 1/2 5R5-08 1/2 1 1/2 1 1/16 515-10 3/4 1 1/2 1 3/4 515-10 3/4 1 3/4 1 $/16 2 $/16 (1 13/ift.,, d SRS-14 1
2 2 3/8 515-14 1
3 1/8 2 jp /16 _ s SRS-20 1 1/4 2 3/4 3 1/4 515-20 1 1/4 SRS-24 1 1/2 3 1/4 3 7/8 515-24 1 1/2 3 11/16 3 I7 ai- -
SRS-36 3
4 3/4 5 1/2' 515-36 3
5 7/16 4 9/16 McTES:
1.) Tor rear brackets, see BRI-n3 (9.) Tor salvaled socket or solid ty;e 2.) Tor pipe clarps,.see BRI-5?C coupling, the "C" d1=ension sM
3.) Sway stats may be installed 180 he at least skual to the height 8
(and to end) from the configuration of a standard si=e ut, shova ou the design drawing.
4.) All socket welded coup 1185s recuire a aisiases of 1/16" pull back of the eatension piece for proper fit-up.
2.) Solid tvpe coup 11:ss ou scruta and l
and plates on fixed struts shall not eaceed 1/16" misalig= ment from the pipe (barrel) center 11se.
6.) The coupling (solid / socket) st.all be square es14tive to the barrel.
7.) Tor modified struts, barrel site and _ini=um veld si:e are shevs below.
STRITT SIZI NCMINAL PIPE SIZE FCR 3A?.AE*.
MIN'Mt,"M Lt 3 SIZEe (IN) 06 1" Sch. 40 J/16 08 Ik" Sch. 40 3/16 10 lb" Sch. 40 3/16 14 2" Sch. 80 1/4 20 3" Sch. 80 5/16 24 4" Sch. 80 3/8 36 6" Sch. 120 3/8
'Need act be 1.arser than the thickness i
of the collar.
8.) If spacers are installed, the (e) Instal.laticus where the gap f e.lovt=3 notes are appic. cable" exceeds the thick =ess of one (a) Spacers shall be selected to spacer Ls acceptable.
approxi=ately center the e7ered is the bracket / clans.
(b) Spacer outside dia=eter shall not exceed spherical beariss hous1=g outside diameter.
I (c) If the ayered is installed is a har izental position and the resulti:2 gap to just encugh to install one spacer, the spacer shall be instal. led oc the bottre side.
(d) Due to c== figuration of bracket /cla=:
the resulti:3 gap =ay :ot act==odare a scacer. C=itt:.:s of the soacer is TITL.I. T7 "1*
357% CION ORA'**3G permissible.
AD.TUTTA3 I SL'AY 5;?.O y* l 25n.
SR5 This dra.".=g is f or iss:e:tice tur:oses culy.
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QI-019 Rav 4 MATERIAL:
SA-36; A-36; SA-5L5GK55, 60. 65;
, TOTAL LENGTH OF SHIM a
^~h*"U' I/8" MIN.
MEMBER SIZE e
(BOTH SICESlj V?/W////////// /////A:
syly L
F 7
SEE WELD 4-DETAIL SHIM W10TH SHIM lffflglf Y///////////$
SHIM g
r TUBE 4
r s
3s r
_ __ _ _ _/
TUSE f
STEEL SI g y.
SINGLE SHIM ON TUBE STEEL (TYPE l}
Min. k* eld "A" swim -4x "s" s.la si,e teneth cuees 33 1/16" 1/16" 1/2" 1/8" 1/8" 1/2" 3/16" 3/16" 1"
k" to 4" (Inclu.)
3/16" Ik" 4" to 1" (Inclu.)
3/16" 14"
. NOTES:
!) For large bere pipe, the sinimum shim widen is 24".
- 2) for small bore pipe, the shim width shall not be less than 4" unless ocnerwise e.ccee on drawing.
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SH D' This drawing in for inwevecion pursones ont".
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QI-019 Rev. 4 t ATERIAL' sA-36; A-36; LENGTH OF SHIM NO 2 SA-515CR55, 60, 65; A-570; Se f/8" MIN [ L L ENGTH OF SHIM NO I C
A-515CR55, 60, 65 (BOTH SiOES)] '
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- SHIM Wl0TH 9
7/////////jjjjjj SHlM g
Y///// / / // //;
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STEEL _,
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-p WELD DETAIL STACKED SHIMS ON TUBE STEEL sens:
(TYPE 2) l
- 1) For large bore pipe, the at=, weta aini..um sht= vu th 1 2s".
"A" Shi= #1 m "S" Weld Size I.ene-h crote2:
vidth shall not be less than 1/8" 1/8" g"
h" unless noted otherwise on 3/16" 3/16" 1"
the dravisg.
- 3) Tor small bore, the veld length is k" to h" (!sclu.)
3/16" Ik" equal to the width of shim #1.
h" to 2" (Isclu.)
3/16" Ik"
- 4) When combining shims, the chicker of the two shims should be attached to the tube steel unless otherwise approved by engiseering.
- 5) Tillet veld si:e is equal to the thick-ness of shim #2, but need not exceed 3/16". length of fillet veld is equal to 5 times the thick =ess of shim #2, but need not ex:eed 1 3/8".
For small bore, the veld length is equal to the shia width.
O TITLE. Typical I spection Drawing Shim Details MWG NO.
SHIM REV-l Sni This drawing is for 1:spection purposes only.
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QI-019 Rev. 4 l
O MATERI AL
- 4 5'-368 '-363 A-370:
5 1/s-MIM 1 SHIM s.t-515C1.55. 60. 65; (SCTH siOES)
A-515C155. 60, 65 YA// / // /// / // // ///1 b
S y 5 (SIZE CF A
WELD) f NOTES:
5-T MINUS 1/16".
LT 33m or EQUAL 01 CREATZ1 TEIC2NE35 TRAN TI.ANCZ (T) TIIN:
1) 5= MIC W 55 C7 SEIM
- 2) IT 532 3ICENT.53 IS 1.Z33 TIAN TI.ANCI THICrfE55 TKIN:
MINUS 1/16". (EXCEPT TCE 1/8" 513. $=1/8" and 1/16" SRIM. 5-1/16".
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MIN.
MIN.
SEIM WEI.D SHIM
- 2.
V///// //// /l
't EK(TN) 1.ING3(!N)
- WID3(IN)
- A 1 I
3 1/16 1/2 1 1/2 I
1/8 1/2 1 1/2
, O 3/16 1
2 l
I
'1/4 to 1/2 1 1/4 2 1/a 8
1/2 to 2 1 1/2 2 1/2 l
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\\ STRUCTURAL
- See Notes 2 and 3.
SHAPE i
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SHIM ON STRUCTURAL SHAPE OR PLATE l
(TYPE 3)
NOTES :
- 1) For large sore, the misiava shis width is 2%".
- 2) Tor small bare, the shia width shall not be less c3.au h* unless otherwise noted on the drawing.
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- 3) for small bore, the veld length is equal to the width of the shin.
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Typica.1 Inspecti:n 3ravi g Shim 3eeaf.ls
- l 3r' This desving is for inspectf.on purposes onlyj SI M 4e L
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Attechunt 6.19
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QI-019 Rev. 4 O
MATERIAL :
C1mep Body: ASME SA-36 U-Bolt & Fis:ASMI SA-193 Grade 57 Nuts:A5ME SA-194 Crade 25 A
Lead Bistribution Flate ASME SA-36
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SSC JE 5!*!f D) T(Ulal/16 CATALOC Coct NCM.PI?! 5!!!(D) T(OO -1/16 CATALOC CCDE NCM.
11/2 53C-06-100 10 11/2 55C-06-025 31 55C-08-025 3.,
1 3/4 53C-06-100 10 1 3/4
$3C-06-030 3
1 1/2 53C-10-100 10 2
1 3/4 53C-14-100 10 2 1/2 O
1 1/2 55C-20-100 10 3 1/2 55C-08-040 4
1 3/4 53C-06-120 10 1 1/2 53C-10-040 4
2 53C-08-120 12 1 3/4 55C-06-050 5
1 1/2 53C-10-120 12 2
1 3/4 53C-14-120 12
' 2 * /2 55C-10-050 5
2
$3C-20-120 12 3 1/2 53C-14-050 5
2 1/2 53C-24-120 12 4 1/2 55C-06-060 6
11/2 55C-06-140 14 1 1/2 55C-08-060 6
1 3/4 55C-08-140 14 1 3/4 2
2 33C-10-140 14 55C-14-060 6
21/2 53C-14-140 14 21/2 55C-06-080 8
1 1/2 33C-20-140 14 3 1/2 53C-08-080 8
1 3/4 53C-24-140 la 4 1/2 53C-10-080 8
2 55C-10-160 16 1 1/2 55C-14-080 8
2 1/2 55C-08-160 16 1 3/4 53C-20-080 8
3 1/2 55C-10-160 16 2
i NOTES:
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O m e. =,1 m mS,s m s = m c SCPEI ST277 F D I C*APJ l
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- 0 SSC his draviss is for inspec-ion pur:oses only.
R
h QI-019 Rev, 4 O
. ort. FIFE SICI N
TtIN2t1/16 CATALDC CCOE
(;3) le 21/2 55C-16-Leo 16 3 1/2 55C-20-160 4 1/2 55C-24-160 16 55C-10-180 15 2
55C-14-180 18 2 1/2 55C-20-180 18 3 1/2 55C-24-180 18 4 1/2 la 6
55C-36-180 20 2
55C-10-200 55C-14-200 20 2 1/2 20 3 1/2 55C-20-200 20 4 1/2 55C-24-200 20 6
55C-36-200 22 2
$$C-10-220 22 2 1/2 55C-14-220 22 3 1/2 55C-20-220 22 4 1/2
$5C-24-220 22 6
55C-36-220 24 2
55C-10-240 24 2 1/2 55C-14-240 24 1 1/2 55C-20-240 24 4 1/2 55C-24-240 24 6
55C-36-240 55C-10-250 26 2
O 26 2 1/2 55C-14-260 26 3 1/2 55C-20-260 26 4 1/2 55C-24-260
(
55C-36-160 26 6
55C-10-250 25 2
55C-14-250 21 2 1/2 55C-20-280 22 3 1/2 55C-24-250 25 4 1/2 55C-36-280 26 6
55C-10-300 30 2
55C-14-300 30 2 1/2
$5C-20-300 30 3 1/2
$5C-24-300 30 4 1/2 55C-36-3C0 30 6
55C-10-320 32 2
i 55C-14-320 32 2 1/2 55C-20-320 32 3 1/2 55C-24-320 32 4 1/2 1
55C-36-320 32 6
34 2
$5C-10-340 g,
55C-14-340 34 2 1/2 55C-20-340 34 3 1/2 55C-24-340 34 4 1/2 55C-36-340 34 6
55C-10-360 36 2
55C-14-360 36 2 1/2 l
$$c-20-360 36 3 1/2 l
55C-24-360 36 4 1/2 l
55C-36-360 36 6
TITL E '
TT?! CAL IN5?!C~*CN M.GI.*O SL*PER ST!?7 PI?E C'J"'
CMwtNG NC, REv.l Sn-l 550 I
t-ef This drawine is f =r insnecti:n nursesas eniv.
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I DETAll 1 Due to manuf acturing tolerances, the actual thickness of structural shapes and places k
.I This is acceptable and the weld size need any be less than the nominal thickness.
4 act be any greater than the actual thickness if the diff erence (.1 ) between the f,
l actual thickness and the ansiaal thicknesa doesn't ancoed the following:
I Noeinal Thickness Allowable Difference (6)
I L
< 3 / 8" i/32" L
23/8" 1/16" 2
I The toes of most rolle'd shapes are rounded. In that case, the edge is built up to y
,f ensure full throat of the weld as shown above.
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OETAll 2 For skewed angles where
> 1358, the inspector need not be concerned abuut the weld
[
size unless aachining is ca led for, in which case the weld will be a normal fill.c weld with size decernined by the thickness of the sacerial and the slope. If a weld
- size is provided on the applicable drawing.
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the drawing weld size will govern.
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ALLddHEEhL 0,49 QI-019 Rav. 4 i,
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Typical Inspeccion Drawing veld Dec. ails t
This drawing is for inspection purposes o.11y. N *G NO-R E Y.
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lAttaclbntnt (GYP QI-019 Rev. 4
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30's 0 < 45*
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DETAll 5 The "d" dimension shall be sessured and shall, at a sinimus. meet the requiresents 3
of che table below:
Weld size Reautred "d" Min.
3/8 5/16 i
7/16 3/8 t/2 3/8 9/16 7/16 5/8 t/2 l
11/16 9/16 3/4 C L6 N
A For 0 /D '.
2/3, only the weld between points k
2 1 4
g A-8 ao C-D needs to asasured.
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DETAll 6 TITLE. Typical Inspection DrawLng Weld Details l
This drawing is for inspection purposes only.
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a c c a...u.. e v.o QI-019 Rev. 4 O
MATERIAL: n u.266 c.1 er SA 36 y
4 TO gr MRS sets t.g.t.s.lo a
RR8 stZ13 06.cs.10.14 XRS 3c13 06.08.10.14 cA;At;;c ccct_
a(DOtt/16 70(I51+5/16.t/16 CARA %.h 3/8 th SR21 06 3/E 1%
313 06 3/8 1\\
5 Mas 01 1/2 2
sua Os 1/2 2
O Its os 1/2 2
SM13 03 3/4 sus 10 3/4 2%
ras 10 3/4 2%
sxy.s to 1
3 3/16 Su3 to 1
3 3/16 x13 to 1
3 3/16 l
l TIT 1.E. IY?ICAL Issygc;;;g pxt:n-STRIJT/5NL'35ER RIAR BRACK1:
This dray 1=g 14 for inspec: ion purposes only.
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Attachssnt 6.19 QI-019 Rsv. 4 a
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-M ATERI AL
- a XI g
ASME SA-266 CL.1 e
or XJ_Y-SA-36 TO TO t
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i _,,,,,3 SRRS sZES 20.24.34 XRS SIZES 20,24,36 1
CATA10C CODE 5(IN) A 1/16 g(ry) +5/16 -1/16 I
ZfTM) +1/3,.0 5R23-20 1 1/4 4
N/A N/A I15-20 1 1/4 4
N/A g/A 3323-24 1 1/2 3 1/4 g/A N/A 233-24 1 1/2 3 1/4 g/A g/A SR33-36 3
8 N/A N/A KRS-36 3
8 N/A N/A O
SMR3-35 1 1/2 5 1/2 2 1/16 F.;s.
3/4 2 1/4 F.c.x.
$MR3-100 2 1/2,3 8
3 1/4 is.
2 i
3 5/16 F.az.
l See Note 1 NOTES:
l
- 1) 21/2" pin on shock arrascor end; l
3" pin on transition ki end.
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O TYPICAL INSPEC"!ON DK/ WINO STRLi/ENL"35ER RIAR 3 RACKET WIS CRAWINO IS FOR INSPECTION PL'RPOSES ONLY.
hmG mo-R E Y.
SMT XR3 /S RA3 /S!!FS 0
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55 m
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- .20 QI-019 Rev. 4 Page 1 of 1 SUPPLEMENTAL REMARKS O
VERIFICATION PACKAGE NO.
ATTRIBUTE (NO./ DESCRIPTION)
REMARKS
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i Date Inspector O
.21 QI-019 Rev. 4 i
Page 1 of 1 j
VERIFICATION PACKAGE NO.
Location Of Rust (Stainless Steel Only) l l
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"^"
_ _ _.22 QI-019 t
Rev. 3 Page 1 of 1 LENGTH IDENTIFICATION SYSTE'.
'-~
Sca p' Ce Length of A.chcr Anchor
(~uchas)
A 1 1/2 2
B 2 1/2 C
'e D
3 E
3 1/2 F
4 4 1/2 G
E
... '.:;.. p., '......b. $
~ '
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.. -l. 7:
- n 5 1/2
.._: s. :. :.-
T.
- ~ 6 -
~- '.."
.. :n.:
3
.s K
6 1/2 L
7
,E.
M 7 1/2
..;,: g r,. 3,_
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0
.8 1/2 u,
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-.9 P
. q 9 1/2 R
10 5
11 T
12 13..
.U V
b..?:..
.'.2..s..
14..
t
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. 13 I
16 T
17 Z
18 1
- To be used for checking er.badment length only i
STANDARD HILII DATA P.inimus Embedment length of Bolt Diameter KWIK (before coraue) Threads 1/4 1 1/8 3/4 3/8 1 5/8 varies 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 i
l 1 1/4 5 1/2 3 1/4
-~
Attachmsnt 6.23 QI-019 Rev. 4 Page 1 of 2 STANDARD l'ARKING/ STANDARD BOLTING COMPONENTS u _.,..
w...<..
3.. c.....
c.... ~
i.-~,-,
c. ~,.
5 At 14:9 j
tae A$faa A!92 C.ed. I
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ss.,
- e" C es..
a.e 4 1
Alfm A301
- Seine,
- A V
A,o 5'-
^a 18 Seed. 34
$"*at '
a.
ASI** ^ ^%
1".. wooi 2Me4
- $Atl.29 Seh Grede t alNit93
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- iso ass o,ed. ase M/
/-
Mg Ceis A4 f.
- n. a.~.
- 5ee. e-SAE 1429
. aned y,
Goede 4
- A
- u. c,.d.
A i
Asim A:93 Aned N
' IIO *H Grede 88u
- Y D,g' no cred.
ASN Alf.
M.,6 Grude M A$fM A193 W
l Goode 68f O.,, i u.m.Ai.
p 5A V.
s.
Se:-
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m A
MA Grede L7A M
148 AS W Alf3
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Cess 10.9
- Sa g A$fM A320
$8ede C,.'. 478 fee ss d
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AsW At93 G
f..e.eenee.
g,,g, gg y
A g,yg AST,dA320 Gued. (7G A$fM Al93 88" Grade teC A.,
u,m==
a,,,,
.m um Ai t G*ed. SSM
Attachtiant 6.23 QI-019 Rev. 4 (0
s' u.. c.
s.....,
w e...
p....,
O..<de a
C. 4. as a O neawa.a C,... a4..A 1AIJ429 C, 4 3 84'ai.
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a$rm a449
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$st1sts 88.
At*u A310
-5...
Geode 3.1 g,,g, gge
$atJ429 MA M
C*ede S.2 I **
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- I'
- M, 3-A.3*M A.3t2 f.,
As,ia A3,*.s
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H'gh AffM A320 Asta A323 See.agA a sia g,, g g,,,,,,,,g g,,g, ggu Seh6 Maa
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- GreJe la grg A323 E
V type s v.
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As?M A320 III
~ Geode Sec g;g 33.g4 V
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$ M 1429 6 38e.
Goede !
Setows gggy g.g D
Crede 88M Sat 1429 i'
Geese 8 A1fM A320 8*38e.
W Geodelef
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Astm A334 G e4e 60 2
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Attachssnt 6.24 QI-019 Rev. 4 Page 1 of 1 MODIFICATION OF FORWARD BRACKETS e-e L
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l'lB Fil b
e PP C-C SIZE MIN MAX 35 3 1/8 21 13/16 forward bracket 100 5 3/4 29 11/16 i
SMFB Sizes (MIN)
F F g 35, 35L, 35KL 3 1/2 3/8 100,100L,100AL 4 1/2 3/4
~~
35, 35L, 35KL 2 7/8 3/8 3/16 100,100L,100XL 3 5/8 5/16 l
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-.25 QI-019 Rev. 4 Page 1 of 1 MODIFICATION OF DUAL SPRING CAN ASSEMBLIES 1
s 1
1 F
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II.
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usd.s is,-
Broken line illustrates the placement of the 2nd connecting plate l
and assignment of weld numbers when lengthening the assembly.
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j SPRING PLATE WELD SIZE tk SIZE O-8 1/2" 1/8" 9 - 11 1/2" 3/16" 12 - 14 1/2" 3/16" 15 - 17 3/4" 1/4" l
18 - 20 3/4" 1/4" 21 - 22 1"
3/8" i
b
Attcchssnt 6.26 QI-019 Rev. 4 4
Page 1 of 29
(}
ITT GRINNELL COMPONENT STANDARD SUPPORTS 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 Turnbuckle adjuster (Fig. 114) 6 Weldless eye nut (Fig. 290) 6 Spring (Fig. B-268); Type A 7
Spring (Fig. B-268); Type B 8
Spring (Fig. B-268); Type C 8
Spring (Fig. B-268); Type D 9
Spring (Fig. B-268); Type E 9
Spring (Fig. B-268); Type F 10 Spring (Fig. B-268); Type G 11 Short spring (Fig. 82) 12-13 t
Double spring (Fig. 98) 14-15
^
Constant support (Fig. 80-V); Type A 16 Constant support (Fig. 80-V); Type B 17 Constant support (Fig. 80-V); Type C 18 Constant support (Fig. 80-V); Type D 19 Constant support (Fig. 80-V); Type E 20 Constant support (Fig. 80-V); Type F 21 Constant support (Fig. 80-V); Type G 22 Constant support (Fig. 80-V); Type A,B & C 23 Sizes84-110 Constant support (Fig. 81-H); Type A 24 Constant support (Fig. 81-H); Type B 25
- ~
Constant support (Fig. 81-H); Type C 26 Constant support (Fig. 81-H); Type D 27 Constant support (Fig. 81-H); Type E 28 Sway Strut Assembly (Fig. 211) 29 l
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_ =.. _,. _... - -,,. -. _.. _ _. - -.. -.... -. _, _
Attrchment 6.26<
QI-019 Rev. 4 1
O I
I I
steel pipe clamps double bolt pipe clamp SIZE RANGE: % thrcugn 36 inch.
fig. 295 MATERIAL: Carten steel.
g FINISH: Biacx or galvanized; ft.rnished t!as unies5 g,
otherwise s;:ec:fied.
SERVICE: Recommended for sus;ensen of pics re.
quinng up to 4 inches ofinst.,laton and wnere flexcief of t?'e c! amp is desiratle - within the limitarren cf te n.
perature and loads shown tetow.
MAXIMUM TEMPERATURE: 750*F.
APPROVALS:' Complies witn Federal Scec:ficaten WW H 171E(Type 3) and Mani.facturers Standarc za-
- 4*
tion Society SP 69 (Type 3).
v INSTALLATION: Attacnment to the c!amo may to made with a welded eye red Sg. 278. page ph-52. cr
-s-the welclass eye nut Ag. 290, page ph 59.
e. r.
p.=d.
FIATUFIES:
il "f
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(
)
{$I e Load tolt and attachment wa extend outside of 4 inen thick pice covenng.
(/
~$r e
- Load ratings meet ANSI code requirerrents and are
,. ; ji..
substantiated by lacoratory test.
N.,
'/ ;
't e Rounded comers on c! amp er'ds provide greater safety for personnel.
l -
. )...../
ORDERING: Specify pipe size, Agure norr.cer. name.
w -.L e.]
a loads a weights dimensions (Inches) e mas r is.e. m.
e., e.,
. er.
see (ees,eo e.s.
seat rse's in e., too e
c o
e r
o M
950 550 70 2%
2%
Nt t%
9 950 850 76 l't.e 3
2'.'i o s.., e t 3
1%
950 850 et t%
34 2"'.e 8%'
'"'e tw 1545 1340 234 l ' 8'io 1 i o 41:.
4 '1s
% a tw 2%
2 1545 1380 258 2'$
l'I.e 5%'
5't
% a th 2'"> e l
2%
'545 1260 27 2*.
sv e 6%
% e t "e 2't.
3 1545 1380 304 2%
l'/ie-4"/ie 5 ' e
% a l'a 3's 4
2500 2230 486 34 l'/ie fit 8%
t'.e 2
4%
9 2500 2220 699 3.e,e v er.e 6't 7
t%e2 9
i 8
2$65 2155 ttal 4%
I'! e
- 9. e.,,
g *, e
% s 2'$
4's l
8 2365 2555 1315 5%
t%
10' er,.
Swie
'i
% a 2%
7* e
'O 3240 2990 1991 64 t"e 12 10 "..
9
% e 2's l'L 12 3240 2590 2225 7%
l'/ o 13 1 l '!.e t
S a 24 9 "*
14 4300 3835 3764 9't e 2
8 14 /.e 12"I.e 1%
%s3 10"I's 19 4300 3435 4:37 10..
2 tsW e v 3"r.e t .
%e3 10 4300 3635 4447 1 l '/is 2
16*fie 14" lie t4
%83 II'"'s 20 5490 4900 5725 12 %
2 17%
tS4 t%
%a3 14 l
_ 24 4500 4015 6590
'4%
2 19 %
974 1%
%e3
'9
) []
28 6000 11230 17%
2'4 24 %
21 %
t'e
%e4 20 l
\\
/
30 7500 15000 18 9 2%
26'1 23 %
th
%85 2 ' "'
V 72 92?O 19330 19 %
29 29 25 t't
- ' 9 D
34 96CO a
24880 2tw 3
3t%
27%
t%
ie5
.5 36 10500 257'c 22'i 3
34 %
28 %
t%
185 28 edesed on trte 4slowdow stresses snown in me ANSI Code for Pressure Pong.
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cet:cht O*C QI-019 Rev. 4
[
L,
(
)
v steel pipe C! amps heavy duty double bolt pipe clamp SIZE RANGE: 6 througn 35 inen.
flg. 295H MATELL: Car on steel.
FINISH: Black.
SERVICE: Recommended for sus: ens:on of pipe re-quinng up to 4 inenes of insulation and wnere f'eniciiity of the clamp is desiracle.
MAXIMUM TEMPERATURE: 750'F.
[ R3' APPROVALS: Ccmplies with Federal Scacficat:cn WW.H 171E (Type 3) and Manufac:urers Standarciza-tion Socoty SP 69 (Type 3).
M FEATURES:
.u
- Load bod and attacnment will extend outside of 4 inen thick p'pe covenng.
- Load ratings meet ANSI code requirements and are Substantiated by laboratory test.
~
gJ CROERING: Spoofy pipe size. figure numcer, name.
ym.===
i.Jo.
+
e
/*ih.
// i
[_..
. +.
_r, I
I
- y,g J....',#
s Id loads a weights e dimensions (Inches) an=wiewe.nm e need, see me ree serwe ione eenere e se wet (see al an.
serf TsFF h eer toe e
C 0
t F
G M
4 3500 3125 1200 4%
1%
10 8!..
8'*.e t
% s 2't 4
8 4800 4285 1850 0
2 11 %
10't 14
% s t't f%
T3
! 10 0 44'O 3C21 P' e 2's 13's st%
tw W s 3's 7
12 7000 8250 4230 46e 2't 144.,
I t *.e t%
- e s ;'s 10 %
to 9500 8445 6000 9%
2't 15 3 13's t 't 4s4 11 %
16 10000 8910 0000
' O 't 3
t f*,
t a tt t%
6 e 4%
13't 18 13000 12325 t1500 t 2't 3't t e's teve 2
e a4 14')
20 15300 13645 14000 13 %
3%
19 4 t r'4 2
l a$
16 24
'M00 14159
'9000
' 5't SW 22*..
1988..
2 t e6 18 %
40 18000 35400 18 't 4
4t h 27%
2%
1 a7 23 %
.V'j 30 20$00 40600 19 %
4%
32 %
tow 2 ".
t 8
24 %
32 23'50
~
15$00 f t%
4%
16 31 2%
t% ' 8 M
34 25000 60400 23 %
4%
3r'$
32 %
23 tw a F 28 %
38 28000 4f800 24 %
4%
40't 34 %
2%
1%88 30
- 0ssed en iPe adowso'o stretses snown et the AN$1 C4de for Pressure P'eeg.
3
Ctt d m M QI-019 Rev. 4
/3 t
t
%J steel pipe Clamps medium pipe clamp flg. 212 SIZE RANGE: b enrougn 30 inch.
MATERIAL: Carton steel.
FINISH: Black or galvansted, fumisned black unless otherwise scocned.
SERVICE: Recommended for susceas.on of ceto pice K j.
lines or hot lines where little or no insutaben is reqwred.
MAXIMUM TEMPERATURE: 75C*F.
APPROVALS: Underwnters' La:oratones ksted and Factory Mutual acproved for 4 througn 8 inen pice.
Complies with Federal Specification WW.H.171E (Tyce 4) and Manufacturers Standaroitation Socety
,g SP 69 (Type 4).
INSTALLATION:Normally used with we'dlass eye nut
~
fig. 290, page ph-59, or eye rod.
FEATURES:
-e-e Load ratings meet ANSI code requirements and are M-,j -$]
substantiated by lacoratory test.
..u ?,
e e C! amps tightly to pipe.
l 'g l
e Wide range of as2es.
t, j
V e Rounded comers provide greater safety for persen.
t I
I
- nel, e
a.-
e ept--l-tj ORDERING: Specfy pipe sd. figure numter, name.
loads e weights e dimensions (Inches) mes reseen ines. me res 8*' N N ogs tesorest see owe i rare m ese iee e
c o
e 7
0 500 445 29 t
%e t"Ise I
e, gag g of,
n i
64 500 449 33 84
%e 18'Isa 14 o!.e
. WaI
. 18' 'as 9
$O0 44$
39 96e 88.e 18 bit 1%
ed.e
%et 18,3 1%
500 44s a4 4%e
%e t *Se 1%e be
%et i s. 3, 14 000 ft$
43 1'/.e W
2' es 1%
e'.e 4eg 3sae 2
1040 930 193 2's 2%
2's
%e1 2%
2h 1040 930 124 2's 3%
2%
4
%s1 3'.o 3
1040 930 139 2 sf,e g
gef,e 2' hie W
%e1 3%e 3')
todo 910 153 33 3 ' 8'. e 38'.e
%et 34 4
1040 9J0 229 3%e se 4%
3se
% s 1%
- 48. ie 1040 930 280 4
4/.s 48'io se
% e 1%
44 0
Mts tuo 142 4'e SS ke Lee 1%
lb 8
141s 1440 l
8$4 6
I T
84 4
% s 15e 4's to 2490 2230 1342 TS' e t
4'! e f%e to to a 2 8'. ae
_ '2 2400 2220 1990 4%
1 9'.e t .e
'e
%e2 9%
14 2490 2223 2CSO 9
14 10 %
9%
4 e 2's 10 %
14 2s90 2220 222s to 14 11 %
10 %
% e l's 1 t he 18 3040 2'30 StS4 1t%
t%
13 tt%
9
% e 25
' 2's
}
20 3000 2730 3541 1 12*
14 tote 12 %
t's
% s 2's 13's 24 3060 ff30
$312 i t$
too it's fl%
t's s :3 te te e
I 30 3500 3360 t1290 l 14't 2
21 4 19 1se ses4 20 %
e84 sed on tre adonee'e stresses enoem a tPe ANSI Coce ter Pressure Peag pn.18 4
r QI-019 Rev. 4
-,x
()t d
beam attachments welded beam attachrhent fig. 66 MAXIMUM RECOMMENDED LOAO: 71.220 Its.
MATERIAlt Carton steel.
p SERVICE: Recommended fcr attachment to tottom of j;
beams, especally wnere teacs are consderacle and tod sizes are targe.
e ~~
t.
J' j
HOW TO SIZE: Site of attachment is determined by l
g-size of rod.
t
.Q.,,
APPROVALS: Complies with Federal Scec:ficat:en v
WW.H 171 E (Type 22) and Manufacturers Stand-l'a, ardizanon Socery SA.69 (Type 22).
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L_ H*
INSTALLATION: If l'eticdity at the beam is desired.
bd t
use with bolt and eye rod fig. 278 page ph-52 or witn
, i *.
I'+=st ev ea weidless eye nut flg. 290, page ph 59, and weld as 7es".Jie.e shown to the l eft, if vertcal adjusttrent is desired, use with threaded rod and nut and weid tr's attacnment in e mer=e seseen *
+=t-----,
arrinverted position to the team as shown atleft, (p
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}
FEATURES:
b
- t. -
..J e Will accommodate very heavy foacs ar'd rod sizes f
through 3W inches.
i s Can ce installed so as to provide for either flextsty I s or for vertcal adjustment.
~
e Versatility affords scenomical stocking and erect:cn.
f N ""iI "
ae n
e esem size need not be considered.
'h.i d M
ORDERING: Specfy rod size, figure numcor, name.
h Specfy Neth bod and nut
- if required for 1* tcd site I
ee and smaller.
W 3""~S"-"[*
Scecfy Nith pin and cetter pins
- if required for 1%
d inch rod site and larger.
2 + en ee ca I"'#"'"****
ein enwar mer
'"9
loads a weights e dimensions (Inches) ensemum pod reteN sede, IDS MtISeereft % ser W roe same.eut see teste e.e,e see e ses a
e.se seev i tera ene nue ene nue s l t a
se a
e f
% s 2%
GIO
$10 M
ttP 1%
2 2
'N 96 tw 4 a 2')
1t30 940 94 131 1%
2 2
"I.e 4
1%
6
% e 2%
1910 t$to to
'95 2
2
'sq g
og g
It s 3 2710 2200 192 279 1%
2 2'i 14 1%
1 se 3T70 3180 213 394 256 3
2%
l's 14 2
"g e 4 t sono 4ef3 4tf 429.
2%
2 3
t%
'S 2
't 1%
I% a s e000 1 6440 l 809 1022 2 't 3
l 4 l 1% i2 l 24 l Se 1%
tSte9%
til?O 9fM I tt60 1902 4
4 I$ l 1*e I 2'1 I 3 I %
th 14 s 4*e Ist:0 140v0 teto 24 4 s
1 s
2 25*
35*
4 2
2'ta64 20f00 18440 2290 30!$
$4 e
2%
34 36
_ 2%
29 e f%
27200 24200 2840 1970 8%
4 4
2%
3' t 4%
ftt 2% e T%
33tCo 29440 2469 3945 6%
6 4
24 3%
4%
2%
3 sF 4tl40 afC64 2975 4071 8%
4 24 4
3%
- e O
3 3% e f 90140 41099 Stil 8499 6%
P 3%
4 34 34 31s1%
60440 139Ce 4510 6210 7
F [ 3% l 4% l 4"a aw 4
V 3'1 3% aF%
71290 63493
$340 1240 7%
e l 3'n i 4%
l be e 84see en re ado aese stresses snoen e me aN$1 C.we tor Prosauro PoM
- 14. see larger are ces e et cocer per's.
r__
QI-019 Rev. 4 A
iV ).
rod attaChrnents turnbuckle adjuster weldless eye nut [f,ig. 290 flg.114 right. hand thread,
[
fa left-hand thread; fig.
iO aii.
'* ' ~ J
'm f g r
5.)
5 M
~iI f
E c,
l i
e l' **
T Wd, W'e Va i
i bH Y
V J.
- f, M AXIMUM MECOMMENCE3 LO AO: 33.500 ics.
d M ATERIAL: Forged steel.
SEMVICE: For use on fwjn temcerature picing instartatices.
APPROVALS: Comphes witn Feoeras 5:eoficat.on WW.H.
'I' E (Type 17) and f.fanufacturers Stanoarc 2at.on Soc ey MAXIMUM RECOMMEN,0ED LOAO: 860 lbs.
S?.69 (Type 17).
M ATERIAL: Maffeacle iron.
FEATURES:
(
FINISH: Black.
- SwCD0'ts icacs equar to the fulliimitation of tre hanger roc.
\\
INSTALLATION:Normaily used witn scht p pe nng. fig.
thread rod.
e Provices homicle connection wnen used won stra>gnt v
108*
ORDERING. Scecfy rod site. rigure numcer. riarre. If ot'ter APPROVALS: Comclies with Federal Scecfication tran standard comoinatici of eye nut size and rod taccing WW.H.171 E (Type 15) and' Manufacturers Stand, s,re 's requitec. sceefy eye out size ano scecai red taco.ng ardization Socery SP 69 (Type 15).
s te.
toads e weignts FEATURES:
e An econorracal and simple mear s of ceraining verte.
- '7e" cal actustment and nenibility at tne pipe connect:en.
a me.,
,m,
is,., in e Permits adjustment after p'ce is in piace.
y gn g
.3 ORDERING: Scocfy rod taoping size. Rgure numcer.
d'.
y yj aj name.
i 27to 2 20 os
't 3170 1
306o l
If2 t
4160 1
4420 I
tPO l '/.
SCCo 7140 l
364 l'e
- 1630
'0*?O 345 1%
tsiCo tacco 1654 2
W C0 18440 I
?!f9 2"o 272C0 2 2*o I
itie 2's 33540 2J48o i
1848 e f ased on me adowso'e stresses as snowa in to ANSI Ccde 'or P' essure P's.eg dimensions (inches) ree i
s.ae i s.se a
e C
o t
8 o l4 loaos e weights e pacisaging e dimensions meaes)
.i,..
m..
t re..
e..
2 l 8"I'. l % l I l '.'' f '
I 2 swe.eg e.e, he e.
.e en ew e..
a e.se e.
too aanen e
N IYe I
O I.'.1
'/.34 Ye 23Q s
,,e,
,o i...
h io h 771 3'
to
' 8'is 2
d 3' . '.' 8. e 4
4 g.,
g,4 4
2* e 4
2.. i ve h
is aos a rio i l eeo l r2ro l 2s l2 4 *. 3 *.. l =..
2's w
e 2s a w tn minimurn satefy f actor of $ at maswn m temeerature of ASC'F u
Att"chme;t 6.26 QI-019 Rev.'4 m
[G
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spring flg. B 268: type A
- #'.,L.. M i r.
,g e
i e 2
e e
w L_e..
.i.....
u_._.
I C
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C m
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=
i
-n e
!C W
i jC ml C
- - ml
-e e--
i o
i t t-,
I (d
l-
/ tr l
L.=.=.
- 22e4
/
lij-
.,. 2,.,-
4 m.-~..
.s,e
. m...e.r.......
ii.uu.< -
- r..u.
- m..
Type A is tne basic unit of A enge.orea sonne nanger. g. B.268 ITT Grinnell Pro.
should then to locked, secunng the nanger. Aclust-it is designed for attaen.
m.nt et tn. nanger ioad is accor piisneo ey tuming tr:e ment to sts supportag memoer by scremng a rod into a coupling on the lower hanger roo i.ntJ tr's hanger p;cxs tapped no!s in the too cao of the hanger the full depth up the load and the load indicator points to tne ces. red of the top cap ("G" dimension). The upper jam nut positiort.
loads a weights e dimensions (incnes) we no ama me u.
e ruine (eserest
- ed Ax e.eme e mg ro eageve.
erees eneeems leage i.e.e neage mees
- e. n.
esse swame isaem een-
.we maae esem. i.agm ese o
e a
i.aem e
e a
P o
I L
aim mes 2
000 19 s I %1 5
5%
4 5".
't.. I e'i e i d".se s 9%e l **.e l
00 41 e [ %l s
7an 4
l a' e i s t*:.s I t ** e
'e.e
'i.e l s '..
s 's.e r
0 se 7
s s"I..
4 e'ne
't..
7%e r's.o 10'..e i %
l 100 7
8 T'/,e 4
4io es.,,
't.,
esse g e s... g' t i s.,e 1 s's.,e 2
120 0
3 0..
4 7*ie
'i.e 9s,,,
. t !'*.e I t 3
16e 12 78',e l'he 6ie'
'/ e 8'Se d's,e j t t s.,e 1
4 223 13 5
7'*/is lio 7d5e
he
'li e 9'4 e 9's.,e, i t',e i te 9
299 14 3
8%
$ 8'.e 7' 8'.e
'r, e 98se 9'8 e 3 128 e
"'-e 4
399 23
%l 8
s'8/ie l ese T'8 ie l % l 9%
9 's 12 4
} '%
s e
?
122 25 I
5 lae. 4%
g i s-.e
.s.,e 10's I 96 9' 'e I
! 't0%
12 e
'e se O 's it%
13 *
- I **
0 7'3 20 Sso ss l % i e
iO'e e%
tie i
i t i.e i2 e
- i. e se 10 1224 41 h
4 12't als tt%
I "a l 13te 14's 14 te t 'rt
,t
- tt 16'1 Ss 4
4 9 .e 8 s, 96e I tise 12* e t ale I"se t o**,'e 12 2138 et t
g one gg I
ttse 12's t4%
I' e
't3 2850 79 T
13's 8%
tt%
t%
1 13 %
t a' e
" 5e
4 2e00 83 9%
7 13's 0%
tt4 t3le 14's
' 4 Se O
15 Sf30 SF 1%
1 IJ%
8%
t 2*ne t%
IS Se 16's 14 9 1 1 's 23" s l 2'.e te 7t2s it9 th 8
16' lie 86e 14's.,,
t.e.,,
gg tg.g 13 %
2t's
'd-e V
_ t?
9800 144 9%
e t s's e%
16 te t%
20".e 20'ae la 1264S 300 2
9 t e".
12 %
16 2' a 20 8'.e 2 t *.e l 23'8' e. 2' e 19 16805 34e 2Ve 9
20's t2%
18 %
2'/.e 2' n 238.e 23"'.e. 26" e l 2'"<e 1
20 22225 450 2%
'o 23 %
12 %
2 ' 'e t's 26".e 29e 299e
- 2" "
2t 29444 326 2% l 10 26st.e a I24 1 23'~e 2%
30 l ",0' s 1 33 l3"Ne 22 J9591 GTS 3
it 32 % l 12% l 29%
l 3%
3 36't l24% l 29's, 2%
'9ers cts cMege a rod sir. from previous #y pucesties delt e
9
cet:cG a c.t E QI-019 Rev. 4 n
i ib i.
Fre-Eregineered spring hangers fig. B 268: type B fig. B 268: type C A
-... ~
I N--
- m,
'N"*y' a fl* -
.,i.- -
l7_ '.
t i.
wr s... in.it.+..
g,,,,
--- m l ' a..o.u...
C:
g.
i
.a..u.a...
g-- n c
e
~CDi f' C
8 Cl
.+.,
c 3
c 2,
ZD
---n IC
=m.!
!ge
~~ D p
l
~
n rW i
- ' i
.m i
!t v
i
~
l f w j
i..
l / v._i
..... q.
L..
_...... g.
J
!i N...
/ h....,u...
=.;u
- .w::n.-::
=:::r i
- .wn.:.=.".
.o
.a a
.a
.a Type 8 is furnished with a singie fug for attachment to Type C is furnisned with two lugs for attachmert to tr e the building struc'ure. The lug permits use of a efevis or building structure. These two lugs permit the use of an a pair of angtes for attachment where headroom is hm-eye too or a single plate for attacnment where head-sted.
room is hmited.
loads. weights.
dimensions (;nches) l.
I na me e.
.n io
.e n
%l-re,no ie et e.
i a.
- m e a,. ie n
n l i.a,a me e.=
a.
p=
.a a,.i ir, a.
se i in a
gm e
e a
s.
J L
n s
t en,
2 cco to i sIw s l ""i..I s% l 4 l
1 in 1 7 I s *.. ' i % i % i co et I eIw si iI rw } 4 i * *i I 1% ) s'. I to's..} tia l t *" %w t s."<.
128... 1 ' t..
rti.: 13*t.. I is..
o es r
w s
s".i.. l 4
1%
e not.
t v.
% a 4 t o",..
i 3 >,..
i t% l %
1 100 e
w s
"t..
7*.
4 "i
in e4 11 ',..
v.
i t .. tat.
2 129 9
w s
"i..
eu.. - 4 tw e'
$ 2'..
iw 12+..
's '..
t 3
teo 12 w
s "i..
ri..
s'/..
tw 3 '. i t i i..
isa w
4 i t '..
i 14 '..
t 4
223l 14 w
s "/..
7'v s'i..
12.*..
is'.
t%
s's l 12'..
2'..
tw w w
tw 1
2991 13
" '.. 4%
5 8'..
t'v 9?.
i -
t e.. %
12.. 15 '.. "..
s 3se: 24 s
' *. r...
ei.
tw r e,.
it.
n.
i 'i..
izs is.
- ~.
'8.. l 7
f32' 27 s
9%
4%
a.
14 10'8.. - 13'.
14 t 't..
13 %
18'.
793I 29 4
'8 '.. g t 0'.
6%
t '4 11 '". 1 13 %
t v.
1%.
14 %
19 %
9 9508 54 4
'U..
10'.
0%
1% 1 115 145 th 1%
14 '.
IT% 1 S.
4
'6'5l' 54 s.f,. ; 12%.u,, gg i t w e n '.
tag 122s 42 4
e.
86 1'.
14 i 13*e 16 %
to tw 16 '.
19 % l19 t, %
i
- 19 4
.., i g g
,5 g
t a+.
17s.
. 1 " s.
12 2t3e et t
a tw e t a*,.
e s.
2 126 15'.
tw 16 g l' 175 s.
15 %
14'.
I'...
- t3 285o 79 1
7 1% l 134 0%
14 2
14 %
17%
11 16 20 '.
La
4 3000 84 1%
7 t 's
. 9 3'.
8%
3 15 %
18 %
2 2
% its'.
218 15 St3o 100 1%
7 l'.
I 135 1 S t.
3 t s "i..
20st 2
2 5 ; 21 '.
235 I'.
to 7t2s 124 tw e
th [ 18'/
I et.
t'e.
3 t o L..
23 %
2w 2%
% 124'.
26 %
2 '...
r
??
9500 154 t%
0 2
'04 3 85 3
ft%
25 %..
gg 2%
% 126',.
28 L..
l 'S.
v to 12645: 301 2
9 2%
18 % i '2%
4 22'.
27"i.. I 3
{ 20%
' 2% - % ' 25 %. i 3 t "t..
I'w 19 1640$l344 24 9
2%
30'/.
3'. l i
l12%
26.
44 25 34 =.. l 3
% l 31't.. j 348.. : 2"/..
2o 2232s ase tw to 2'.
I 23s.
12 %
4.,
tes
.4 3% - 1 3 s*..
sa't..
2 ":..,
21 29688e 528 12% i 10 i 34 2 6....
e 12%
{
l 45 g 3t'.. 34 4 ie i 35 t
(39 4i'.
2 "..
22 ansat,' 644 l3 l 11, 35 j 32%
122 ; 8% ls, 37% 185'. t4 : 3'.
t l45% l 44'.
3%
ph 90
- aenects cmense m eco...e from orevmsey puc..neo cats, i
G
Att:chment 6.26 QI-019 Rev. 4
,,T e
\\
/
V e
- I 1
I i
spring flg. B.268: type D fig. B.268: type E
- ','.L m L;.:,.
n:;,a y,t;;f.
- n W g.g.j.
e e
h:
+
w
_u-3, 1%
i F:====i,.....e e
i c===== r "' "'
1 ---=== j' e
<' -- 8-- - r
- c=====
-=== m
~ ww,.
I " O~
==-
t 6
& m, t._
~ *...
- '.0/e
- wja
- m.
c==-
C -- n M'J E :: _ a!
P# *: '?.l.?
(m)
[& ; = nl
"'.--.. - so
'v /
.~
3 e
W
.1 1.-:::5::*.
f
_._= e w:.::
Type O permits adjustment of tne hanger from the too.
Type E ts designed to permit a;iustment from eeer This type nas a piece of tueing whien passes througn a aeove or below tne nanger, wnen it is estaJed upen noie in the too eso. Type o is esoeciany adaoted for tne succorting memeer and pro is suspen:ed cetow.
Use where tne ha9ger is set acove tne supporting A coucling tapped nget hand totn encs is fumistied.
beams and pipe is suspended below.
Iceds e weights e dimensions (inenes)
I l
l 4
roses (seerest see Ax ese.no esen.g siwiswese eme.enee
.n oem, negne red ros henge.
Is e4 eeen ese e.d longen emesse engagement Der nues fenget of eseest longe tese ewt ou e
e a
ge a
c p
a L
u v
o 2
000 19 l 5 l %l 5l 5% l 4 l
es e 14 l to's l 34 to l
6 8%
00 41 l 4 l %l sl 74 l 4 l
'8.e tg i
3's Ith I
6 0
69 8
s 8"he 4
14
- g. a,,,
3.g t gif,o 6
1 100 F
s T*.e 4
r's 14 10"he 3"a I t '.e 6
2 120 0
88<..
4 t v.
I t 't..
33 12"r.e 6
3 tes 11 s
78'.e sio 14 10'I.e 34 it"he 6
4 223 12 F'e' e s**.e es.,,
g4 g t 'he 3't 12*ie 6
5 299
'a ett f* e 1%
tt%
3* e
'3 6
4 399 [ 22
%l s 8' 8'i o the 11 t tu' e 3
138.e 4
F s32l 25
%l s 9%
4%
's,e tg 12 %
3 84 %
0 j
8 193 26 89 5
10 %
9$5 1%
13'i 3
'db 9
9 95J st S'.I 6
tog ste 1%
13?e 3
15 %
6 4*e It*
1%
15 1 3
16 4 S
10 t225 sa
%1 4 12' t,,,
9's og 1%
,2.e 3
I d" 5*
6
- tt 16'S St 8s ' 8 12 2tJe S4 1
e toer,.
gee 24 93*he 3
i s' 8'.e 8
- t3 20$0 73 i
F 13 %
sig 8%
2%
16'4 3
18 %
4
- te 3eoO 77 1 "a ' f 13g gg 3
16'i 3
t9%
6 1s si30 84 l's F
13 %
85e 3
16 %
3 99s.
6 99 3
22*as 6
j 16.s'ho O.Se t *'io 35:
16 7:25 107 t%
2,.' tie e
3 2s.e 6
17 ma tu t i.
i se 9264S 262 2
9 tete 62 %
e't.e 21 %
3 2S" lie 6
19 9640s 300 2%
9 20 %
12 %
2'Se S
231 3
23 %
8 20 22325 3?O 24 to 235 12 %
S'#.e 79 %
3 228*.e 6
ov.
3 l 3s' i. I i
2, 2 m e i ass l 2% l to l 2w.e l t2%..l 8 '*
l l 2v,.o 22 3ssst I sos sie 3ste 3
42 i
f i 3 it 32 %
ph 98
- D.YU22 'T" 'T'2f?T1.4.
WKcat UM QI-019 Rev. 4 (Ai o
Pre Engineered spring hangers I
flg. B 268: type F I i e. m l 0, m. l a. w I s.
- en ia.
ei.o 2 35 C. t i 700 1 1% e 4%.
4, 4.:"
4-6 Ct i 1900 1 2% i l's '
5'e f ~~~~
^,P 0.t o C e.
I 4200 t 2%
39 e g4 C2
.s 8 10 5 feet i 14000 1 2%
g% i su 2
m.t
,21 CI....
3,
,0%
ee.
a v
92 94 stee.
- 26000 33 1 10 % 8 4%
4*
b 8
-A, 14-20 Ct I
9900 35 6 12
' 6% ~
M
_.14 20 s'oes ' 34000 3% 6 12
' 6%
a=
24 C1 4 92200 4
e 93% e F C
24 sroes I 60000 4
6 13% i to
~
30 Ce i 15000 44 $ tow 6 es 30 steel 40000 S
I t o.,
to e Neiger fSee9Wr er e8reece Mfn p1Pe meremear down, g
gg0gg g,,, g q he.g*tt Watn O'De ntovement ee90 to het. *stetape he.gMr i,c. cow to ner, esteesehegro snowe se x* emeasea toe.
as siesi a0000 s
i t9 s 12,
snmon se senseae onewner tween meom m one mess.
u amt mennner T anneaset.
mwns #4,s eie emner or vwo-car movemwit.
Adjustment to the required Icad rahng is made by in-f9 Type F is for use under a trase elbow or piping that ar'd turning the column. The two inert increment be-sertrig a bar into holes provided in the load column
- Q must be supported directly from the floor, it is recom-tween minimum and rnaximum "X" @mensions is the mended that irt all cases where more thart % inch of amour't of f; eld ad ustment availc*JM and is in excess of i
hort2cntal translatiort occurs of loads resting on the flat the amount reqi. ired for load adjustment. When poss.-
load flange or otaler flat surface junction betweert the b!e. we recommend the use of the mean "X" cmensson tyce F spring hanger and the load a double roller de-thus providirig flood adjustment of plus of minus one sign pipe roit should be used. Pipe rolls, as illustrated
- inch, above, will be furnished on request. For dirnensiori of
- Sizes 15 and larger are furnished with a hexagon nut the pipe roll. refer to Ag. 273 page ph.71. Base type and teflon filled coated cottar arrangement at the too vanacle sonngs will be furnished with an extended load of the load column to facilitate adjustment witn a columrt on special order, wrench.
loads e weights e dimensions (Inches) wgt hee.
eu.a.
ene 0 e.
' r-J, y.e.,
.e U,,w te.
,.e.e
-i se e
1e
~,. -
e
~
.e e e
0 ese e
e a
c esv.es ee -
.e e
e re own 6 m.s eene. nenn.i L
nun l mee e.m e
. nec,..
000 19 1
'It l $ ",.he l 4 l F% l 7.l 8%
4 l % )
ya, j y a,,, l go,.e l 1900 l Je n
l 8'.e
- 8. e 00 4tl 12 l 7' e 4 l 74 I 7 I 0%
% l % l 8"e l 4'b e l 13.. I I900 1 3's
{
0 69 13 8"he 4
T%
7 8%
S s,.e 8%e 10Ce
- 11C0 He I
t00 13 7'he 4
7%
7 8%
9'I.e t 't.e il%e 1900 3'g af,,
2 120 to Ot' e 4
7%
7 tb g 'f,,
9'.e%.e 9' ' e 9 t6e t900 8' e 3
16e 21 7%
S%e T't -
7%
e4 e
g f,,
t0'she 2 875 86e 4
223 23 8
l'ho 7%
7%
4%
4 9H e 9%e i t't.e 2 875 $4 8.e 299 to 8"/e 5%e 77 F%
0%
90%
'0%
12%
2 875 ss.
4 399 37 8%
0%
9 e
to's
% 10%e 10%e 12%.
3 50 i %
F 532 43 9%
4%
9 8
10 4
% t t %e i t 't.e 13%e 3 50 4% i 4 0
7t3 44 100.e 6%
9 6
t0%
% tt%
t t 's t 3's 3 13 n
9 950 81 l 10%
8%
13 %
IC%e 14 %
% 12%e 12%e 14%e 4 50
's to 123s 88, 124 SSe 134 10*.e 18 %
13"/.e 13", lie 13.",
ll /.e 4 50 4%
t ti 1499 to I 9 e 8%
- 3%
10%e ten es g sig o
tie 4 50 4
12 2133 85 l 10No
$4 13 %
10'!.s IS%
12%
12 % {14%
4 So 13 2950 10$ I 13%
0%
13 %
10'*.e 16 %
14"f e t e"No 18 he 4 50 8%
14.s,,, l s q "s,
to 3aco tot i 13%
8%
93 %
10%,
tew t 4 .e s
4 go g
tS SI301 Its 13 4 0%
13 %
10'!.s t el 15%e t S" e t1%e 4 SC it 7125 1 134 154he 4%
13 %
10%e ISte 17%
IT%
19 %
4 50 8%
- t o
17 9500l_ 319 t ?'o 8%
13%
90%e 165 19%e
' 9 'oe 2 t 'he 4 51 5
g l( j) t68CS l 18 1264S 313 174 12 %
1 T' e 15 %
22 s t9%e l 216e 1 s' lie 2i%e l !sJ.12's
'e 19 I 350 19%
12%
174 15 4 22 l 21'So 8
23%e
$ 543 12 4 4
_ to 2232S t 441 23 13 %
17%
,5%
22
% ' 246 e ' 24%e 26%e S 543 t !'s 5
2i mn: an i 2s"Se : 32 %
ine ; isu l 22 l%% i %
- 2rNo i 27k. l 29%e i :ss3 l i2 e 1 9 22 32 tit, 824
- 3t% l12%
t f' e
,13%
22
.s.
l %
33 % i 33 %
3$% I $ $631 12's l
'8 ph 92 AQ
ettachment 6:26 QI-01?
Rev 4 e
i u&
se
=
i 6
i spring fig. 8468: type G
".e"e',47e" "
- e. r e.-
":e,n..',?!"..,;.'t '
en s
t k
~Ue.7e".U '
p., f r
g 0;;;
C+d * *
,r i
i C
L2.
q m
A~EB ma w
e
.L
p m,l e s.l...
I"c%
m g{
e...
Q e....,
e.a.
% Wl
- e. a wa,. t.e s..
4 c
i e-soit ao sees.,e
[
r' ~ N ts. ie wa.e erne.,
i ti r. o r a met ) t o s it e. e J
- 10 e 20 la w p ie r 'e e. 4 e
It s at ts esa 3 s3 3 e pe,4 688e e.as,se.<
Type o is a cornatete tracete assembly. The hariger pice Icad. There' ore. irt us'ng the hanger selectron consists of two standard sonng units pius a pair of chart. use one half ol tne total pipe lcad as tno mot toad.
Back to back enannels weideo at eacn end to the hanger casing.
When the pice hne is designed so as net to to centered en the channel, one sonng of the trace 2e will carry a The "P" dimensiert can be vaned witn the customer's neaver toad, the o*ner a hgnter load. Care snculo ce instructions.
taken in calculating the lead of eacn hanger and e in si2:ng a Type G hanger. it must to terremcered tnat choosing tne precer si2ed senno en sucn cases The eacn standard spnng unit carres ons nail of the total
. center to center rod cme'ision must be scoc:fied when c,conng.
loads a weights e dimensions (lnches)
,se n
- s..,
es.
h.av.ae t.ees,.si no e se m,.
- i. age
- eas, e
teew ecoaa.ie sie n
a=
a i.ag e e
c e
=
w p
3 lM 000 3s l
24
% l s l l*s 1
4 l
! $ t 7% I e I
.e,
i 1%
l Se l
l's l 8ae co 82 26 i
l 1%
I I
t')
'" o O
f3a 29 9
4"/.e e
l e,,
te b
1 200 29 9
7'/.e 4
'be the l't 2
2?6 30 1 %
9 06.e 4
the I'1 3
3Ja 37 3
7%e sUio 2 ".e e
2 8
4 444 3e g
3 F'*/,e
$%e
'8 2
2 1%
9e 3
99e 39 g i g%
s> e th 2
6 Tse 37 3
8' 8f e 8%
15e 1
2
'"o F
tC64
&3 9%
4%
'e 1 " 'io 1
2 s
tatt gr 3
t o ".
q%
t ".e 2
6 1900 123 4
tC's 8%
2' s 14 3
to 2470 137 to 9
12's I *e l's 3' e t ','.
3 l's ett 3230 121 ' %
6 9'"'s 4%
3' e t%
3 C'
12 4276 137 lt 4
10%e tS 3 ' 8'.e l's P 1
'13 s730 173 i t 7
13's 0%
t%
3e l's 4
'94 F8ln0 tg3 I t%
7 13",
4 tg 3' t l'1 4
h o
1026o
,i s 22 l'en 1
13 %
32,.4,th 6
..,. e 8.%
3'he 2's 2['4
.3
.l sa, 27 t.o..e 2.
s.
..e 2,
,e 10 23210 GM 2
9 90's 12 %
4 2%
4 2' e 19 33410 F23 2 ".
t 2C %
'2%
2*. e s',
2%
4 2fs J_
4 85o 933 2",
so
- 274, 825 4'e 2 ')
d I - '
21 19374 1937 1 2% l so 26Fe l 12 %
{
ao..
l 3' e l 8 3" 4 35 22 F9'02 1436 l3,' tt 32 %
l 126 l
4%
l 3 $,
J 4 3 '*
.w gneeu on 2. # o c.,we,
<.e..,.,,...
a.c.m c ars, a,co ia, r,
,,..%e,.
..r.. o a pn 93
muumu.un QI-019 Rev. 4
,/G 4
i
{
Pre Engineered spring hangers short spring: fig. 82 The ITT Grinnell Pre Engineered Short Sonng Hanger, fig. 82, emcodies all of the fig. 8 268 features, and is designed to the same exac'ing scocifications This hanger is particularty acpiscacle for use in conf.nec
'N ',N'*
..e, N
- areas where therrnal move'nent of the p. ping !s ref a.
d.
lively small.
. a r= e t
.m.
The minimum and mammum loads for the indivicual
.I r-r sizes of the fig. 82 are exactry the same as those for the
'g
/
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C mi This hanger is offered in the seven t:asic tyces as snown for the rig. 8 2es.
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, -sus ec.te a The load taale and inst.uctions for si:ing this hanger
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rnay be found on page pn 88.
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QI-019 Rev. 4 nd Pre Engineered spring hangers double spring: fig. 98 The ITT GrinneH Pre Engineered Double Sonng Hanger. Rg. 98, emcodies an of the fig. B 268 features, i
pipe hangers and supports and as designed to the same exacting s ec:ficarrens.
Each basic unit consists of two sonngs arranged in senes witnin a sangte casing. A centenng guide is pro.
ece size v 7l,'j',*'**" t vided to assure the permanent alsnment of the s;nng assemoty.
e.
This hanger is offered in the seven basic types as
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m shown for the Ag. 8 268.
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't!' hoe The load tacle and instructions for sitng this hanger Q $l #I'e','e'd'eYa' may te found on page ph.88.
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Aten heent 6,26 QI-019 Rev. 4 4
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(^'\\
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constant supports NOTE.
fig. 80-V type A wascra uu,sr sc,,ir, 3:2tec3 tes
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- -a sizes 10 63 sizes 64 43 Type A of the Figure 80.V Vertical Design model R tion for ccrrect thread engagement of upper nanger Constant Support Hangeris designeo for anaenment to rod.
its sucpemng memter ey screwing a red into a ta: ped hose ivi the top cap of hanger a distarice ecual to the NOTES: See load travel tables on paGes ph 108111 "P" dimension plus % of an inch. Sight notes are pro.
for "8 dimension.
viced near the too of the casing to a: low visible ins:ee.
For weights see page ph 126.
dimensions (inches)
J.'"
IeI,lo l.,l -
Io l
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O J rod selection chart ol150080t i 253t254ol2541 StCO ' 9400 l 12400940, i i34Cf l 1830t l 2470t l 3100, j 3900t l 48001 4001l.t01 ie.d 80
,00 4000 18300 2470o13:000 29000 48cco $8000 e.a e..
i.
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Attr hment 6326 QI-019 Rev. 4
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i Sizes 10 43
,i
-N-Type B is fumisned witn a sing!e lug for attacnment to Sizes 64 33 the bi ild.ng structure Tr.e lug perr9sts use of a Figure 66 welced beam attacnment. a Figure 299 c'evis or NOTES: See Icad traves taofes on pages pn.tC8111 go, B' dimensions.
a pair of angfes for attacnment wnere headroom is kmded.
For we. gats see page pn 126.
dimensions (inches) j n.n,.*
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n I r. T '; ",*. ' 77 s "
2-
.s.
.... i i s
(.cf ar.. aves Aoq t.3.e<3u,. (f ac:ct, mea.
n l' 3.af' eat M,or 5>t.$ 10 7,rougn 4J ecuais 'O' paus O'.
J.rorf - K. hole selection Chart 0 '.0, m, l
,s.,
00,
,54,
.,0 l 940, l, Dot l t.30.,.. to.,.ioo, j 3,30, '.soi 6..e 7,
x m.
...,o
.2 ee,.se
~ <
e i..
e, i s.
- r. i r,
s.
3 r..
.... j... l...
I c. I n l n ln-
..,.,~
, i v.
n
- r..,.cn..,.
. u ~.e,...,.,,
Att:chme t 6.26 QI-019 Rw. 4 (g<
G constant supports
-m.c s;ze a
fig. 80.V type C
.I
!/_7.7,*, n model R ao't i
a i
'i'
. =. '..,
3 5
8-T
,g 3
/
.e.,,
....---3
/
j M 1-F,.
neo j
i l
0
- Tuc-our l
nop
, tant-ouf 4
e O
i A
Y U~
l l
I l I
w_-
. d 4;.
J..
W U-!s - - L,.A
'T.?..~T
\\*
... '. M,s, 3
s ie q
- '-p... e ir,t%
5-.['. Q.. '
&~n 1
i 26.-
i bl l
-cY..-
.e gg r.
?
l.
H@ -#
t g
-c n
P.
~-
I.I 1 il.
I
)
]o
[
G 8
V
-'].J,
- -a Type C is furnisned Utn a pair of lugs for attachment to Sizes 64-83 the eudding structure. These lugs perrrut the use of an eye rod or a tingle plate for attachment where read-NOTES: See load travel tables on pages ph 106-111 room is lirruteo.
for "B" cimension.
dimensions (inches)
For weights see page ph 126.
l s.r w.l.
j a
o e
o u
i u
=
o n
,r l....
i.
..s :.s!. l,,;,,l. j. i., b, !
j.,gp:.,i;;.i,.nj,l
. I,. ; a l,,.:, i. I is l. p !
Is';,:-:';;;;,s.nj u.
n l
... ',. ;. ; s. !. l.. i... !,, ':: ::::::=,~ l
- .,:- ;,= it.ni,.
m.
sjus.
n !. i. l,.
i
,,, i.,l.. ~,, ~,,.s.,~.-.-,, ;;;.,; ; yg..n; jn i
i
=
i.
- w.;i.. : n i !.m; w,..l,, I_;
1, 'p:, ;' f ;.~.nj m j m
,o 3
.0, ; 3M,,,1 F, !.% l 25% f 27.s f,, ;
75.3 3%
I, j
';5%.TT n f 3'..
.,o us
. Ao.tanNM = (facon annu.
. "t" ein.ns on br Nos,0 r.,owgr. 53.cas '8 pus -Q'.
I J-rod - K. hole selection chart i
o l, o, l
.50., I 25.,
I
.. l' 00, io, l..Sao, l,3 0,
, 30, I a.ro.i l a,mo li..c.o, l. soot l q 3 ooi se
. i
.roo i >,=
o : uwe
.. =
y
,s
...,.. ~
,, s, n,
s,,,....
(
.Iwl*lm ln lii lrw l2% l a. l r. I sw l sw a
s
.s
- ,, i, in,,s
- n i r, i wi m
- r..
4 3....~,...v~.......
l 18
[
Eh-114
Attcchment 6.26 QI-019 R,v. 4 4
O i
~
s Constant supports flg. 80 V type D model R
-Two Hetts FCR BOLTS
~ ~ ~ ~
. x _._ - -
--y
.x.
_z g
y_,
.a
(.
.e l O
j P
i i
3 4
I s
Wm
.=1?,y.,
u i L =!
E!r'....
../..g' jlt o
-a...
ip i, '
. i.,3' ;
CF '
C n
F...
mI.I y
1
(/
//
e-
.co g'.. **
TAKE-QUT ljf[; -
ll s._ _ _ _, 3 s
r--..~.
<seemu - a is T-1--
E c -0 U
- -4 N
Type O rests on top of stractural steel while most of the NOTES: See load travel tables on pages pn 108111 ccastant succort itself hangs between or below the for "B" dimension, sucporting beams. The deptn of the beam is limited by the "P" dirnension. Dime :sion "P can be vaned on For weights see page pn-126.
special order. however. "P dimension snown is maximum for the hanger, dimensions (Inches) i
-. i u.
,s
==
a o
a a
u n
o, a
w a
y z
i.,.
m i e..
. <. =
i.e l.. l li,l l.s I n l... l n l,,I,n lal - l r l,'t l>~ n I, I -
an I,. I n in l,n i. I. I,n I n j i, !. J a l = l ;,
l 2 "':J. i n n !, ! is 2,
en I. i n, i.,..... 4 :,n ;: :
- i.s
- . !,, i ;,:
I ';; I n-n :
u..
s l a... l. J v. '. i,,s
.!. iv.;2 i s, ;.1is i",
i K : < n ; ~ !n
.m 8* ".
- .'*=**
. nq e.*t-Sut = 1'a: Or) mas J rod selection chart
\\
I 0 l
.0 t l 1 01 I'
25.s
.001 l.,01 l
S401 ! 13 01 I 1830s i.
.c4 1 ism I :s4 a !
i00 1
+.m I im I icco I aceo 4
i f
9%
1, l
I%
O*'*
l l
g E"
(2ttccRCont M QI-019 R;v. 4 p
t j
v f
constant supports i
fig. 80 V type E model R
" r*
t g
fI 1
li e
e
!..J -
t I
i j,.
-h LL I
. i...
&;s:.c)b $5%;
,:,b/h'&e
~?'Sh w A !i =. e ( W.F E I E
g..e
' " ~. - c w.7
)l
.- = - y.
. a,. ~ c..
I w --
L,=:-
i
-i Sizes 10-63 Sizes 64-74 Sizes 75 83 Type E rests on the top flange of structural steel and below the steet. scacfy the de th of the succort. rig the constant support is entirety above the supporting steel. Increase rod taxe-out by depth of the steel.
beams.
NOTES: See load travel tables on pages ph-1C8-111 if rod take-out does not exceed the deoth of the sup-for "B* dimension.
portng stee! and the rod coughng is required to extend For weghts see page ph-126.
dimensions (inches) koe a
c D
P o
I L
au
,e o1 I Y
se.
e.m ir.wse tore i.a.in es.i e.m
,,, l,
l,
.. l., i.
,,1 I.., l,m,,.,l - l n ::1 ;.l,., j, j m I,..,. I m I,w
.,..w,m l
. l - l,
I,,,,m i i ;.,:,i n: j,s., l, l,,
, m.
2,. l,- l,, l.- l,
. l l....!,I.. !,r, I,,.s l, ' :,;;,! g i s.n l, l,s la lm. l.- l. I,r..b. I,,,.,1,., !..,..s..- l,
- ., n n I.,.r-l ~ j n
.m r.
., i I l n I,,w l,.~ =>..I.,
_. I,. I,.. 'r..n.,I
,, i;p;;! n iis n 1,, I m
.2, ! s, l3s% l,, l 7, f 25%l 25.- l23 ! t, l li-l,s., {4...% l.
l{04 8'
- l.
l 5%-M l i, l r.
7H3 4 aio n.e e
. Ro. tane ous = (faM minus ( tor.I, ravel 2
. t" emensen,or szes,0 trircugn 63 equas "8' paus "C'.
i J-rod selection chart s;
0
. 01
.50.,
..0,
,,980,
. 3 0, l., 30,
,2 70,
, _00, l
1 25.,
0
.,01
- 3100, 39001.
r.
l l%
l,, l,, l
,% l2 l n l n l 2% l3 l r..
.r.
..su~,
ph-116 g
Attcchment 6.26 QI-019 tv. !.
4 r~s f
constant supports fig. 80-V type F model R ptw pan.ov.&SLE LCAO
- s*
4
-Y g...._._,
. 7 Z -
- c.....m.
%~
,y,4 o
c
. ['
...g.
l li
=
j i
4 I
_.e ___!...-s -
a l
- -N -
- 903 TAst E =QUT g
M
,o' s
/
\\
l u._______
r FCu9" ' ' ' '. '
moles UM s
t l
/m,- N u s'
/
\\
/
/
\\
asas.,
u,w I
I
- - - - -g
.<aea we m en.
I U.n.
1
\\
\\
l l
13 'o to 5 t% e 5
s
\\
/
19 m M 7 em ?O
- 7".
's A 33 2 9
,][ f, l,,I g
a 7 teru to l 84 so m 63 BOTTOM VIEW Type F is for support of piping or ecuipment from be.
ordered separately, designed to the specific recuire.
Iow. It has a base flange for fasterung to the flocr or to ment.
beams. The load arm a fumsshed with a removat!e load p'n. The intermediate strut whicn runs from the NOTES: See load travel tacles on pages pn.108111 Ioad arm to the piping is not furnisned and must be for "B* dimension.
For weights see page ph.126.
dimensions (inches) l tonest Range Range I flanges Penge
. l.best
.oie l *.ca.).e,.
- =
o o
=
a s
v z
m total Seem l
e w..e.
19 Mtava.304 io.is is% l s% !is le%ls..l lt l s'!n j l io l ti.. l v. l
['l'O, I $
s s% l...r..I w l im ;
.% l i.,.. I i i ie. l2 I is l % l % l ros
',*'=,1'%
i..u lp
- sse, nw I,.%
l 2..,.. l. l...: ~. I is I is i..., l ir l % l w l nw
' :'1",! '.1
.es,s., i s... i,. !,,
i, i,% i,
i,., i,, t.., i
!,s., i :,: =.. :.,
6 110 not avses ese s
( ;.-)
..oet
.t,_,,-.
~
Attrchment 6.26 QI-019 R*.v.
4 n
4 constant supports fig. 80.V type G model R C-C RCD DIMENSION,
AS SPECIFIED
,*J NOTES: See load travel ta::ies B
.-0 on pages ph 1C8-111 for T m.
a p
dimension.
r--
g \\
((
For weigt"s ecs cags pn-125.
- -..o....:sy go, y ~,...m..m
- g.,... ' "-(
g' M.Y.,
- .J.
TAKE-OUT
~ " 1 3 r- -
V'~
'P i
A
- F--i.o_
1, a
l jE" D
l J 'l i
i i
i i
i._ a._ _ _ _
p
(
u t
Type G is a compte trapeze assembly. The hanger targer hanger, if the pce line is designed so as not to consists of two verticaltype constant support units plus be centered on the enannel, one spnng of the tracaze a pair of channels, back-to-cack, welced at each end to will carry a heavier load than the other and ccre 'nust the hanger casing.
be taken in sizing the iridividual hanger units The in sizing a Type G hanger,it must be remembered that center-to-centened dimencion must te scecM *nen each standard spring unit cames one-half of the tctat ordonng, he minimum C-C dimensca can te ce'er-mined as fonows:
pipe load. Furtnermore, the we*;nt of the hangeritself must be considered as part of tne overall load. There-B plus O greater than Y: 0.D. of pice coverng pts 20.
fcre. using one-half the tctal pipe load. select the re-cuired hanger size from the Lead-Travel tatie and add B ofus O less than Y: 0.0 of pipe covenng plus 2 (Y one-half the weight of the size hanger selec:ed to m nus B).
one-hatt the total pipe load. lf the load now exceeds tre NOTEt If U-bolt is used to fas:en pipe to enannels. C-C maximum load at the required total travel for the of U-bolt tangents plus one washer plate width carnot hangw size seissted. it is necessary to go to the next be grea:er tnan C C cf tne na.3ger rocs minus 2 (V minus 2).
dimensions (inches)
I Jaos g
sv.in g m.a, enes h.ager e.m
.n.nree
,ts,as
.es. I sire.e l ros roe a
o e
a o
u n
e o
y v
l r.
i.,. ;i..,,....
e...
I,q.~
vl.,.l...lr...l.,...Ip;;,::'w-l,.,!s!4
..., ! r. l,
- 0..
,a i,. I,si r. i m !,w 1,.. ;. l. ;.. j.,,0 m, j :.,;,,,, ;;7, s.rr.
3,
- ,.s l,'.~ j w i,. j j l r, l is !
l.
,,e.... l ;,;, : ;;f ; m.c !, ',~
m.
.a in.. ! w l e ' n !,. I l. j.w j,. l io I,3,:0 7.. ! ll.,* g, i *j' j....n : % i r.
.0 =
e.io
. aoa i.
. o.c n m. / 'a'"a* I n
\\
2
/
J-rod selection chart a001 I
.'Of l
- 940, l
,3401 l
.0, l
,5 I 2540 l i.as it 0
i. 3C, per..ang
.00
,S00 l
2.0, 40 4000 I i00 t 9 00 I 3aC0.. 300 24'C0
't l
4
,4 2
2e ph 118 92Q
Attrchment 6.tG QI-019 lbv. 4 C(m constant supports fig. 80-V types A, B and C model R, sizes 84 to 110
,-.-.\\
G,
-. -..N.
/r_. _ N f'.._
I p
- 1. a l'.8 d,: M 8 3
-t1*
)
a
. *.1 s ;
...~,
3
.. Of Xu_
V.
V,', j.
~Y/j
- '., E.g o
- - ~
i 9
9 e_
y _)
a,
.vv
'5=
J
\\
8 3
Q Tres,
net c e
n<a Types A. 8 and C sizes 84 to 110. for large loads and NOTES: See load travel tables on pages pn 1C8111 long travels, provide for casically the same metnods of for "B" dimension.
uDper attachment as sites 10 to 83 snown on pages ph 112114 For weights see page ph 12S.
dimensions (inches) e a
l l
o s
w.
.. I,..
,.. l roe clan
~
.en o
s
,. i. ~..
,l,[l 1s%l is l is l49% l. l aw l iw l i lel24lvosl3 li2 l["l U,) l l* l 2 l 34-e4-94
':, ; l,oo l 2. l 23 l.
l. I., I n, l 7 l. ; 2.;,,,,b,l,3,!:3;a I '3 l r,13...
,,,,o
.-...~,,-,..-e..
J-Rod - K Rod - K. Hole Selection Chart sees eas1 l
g l
issos 24701 soct -
asoci 2e:=Jo 21300 1smo l g
secei saaet seosi f seace til issoo 4sano sacco
,5?tJo J % K Acos 2
}
2%
i 2's 2%
3 l
3%.
l 39*
l 34-K Hoe 2%
l 2%
i 2's l
3%
l 3%
1 3%
3's i
4's A
3 1
3 l
4 4
l 4
l 41
(
45 1
4' 8 fg S
24 1
34 l
3%
3%
l 3 't l
4%
l 4%
i 44
! )
f (Tyce 8) l l
t l
1 1
I l
t I
l
I
'h T ITyce C1 l
t l
t i
e i
i l
t'.
I
'5*
W 6
4 6
8 0
1 8
l e
I 9
l 9
8
- 3% ano larger are brassed mets 8 UN senes oweads.
N
Attrchment 6.26 QI-019 R:v. 4 t
constant supports fig. 81 H type A It model R r= d { ~-7-' g
(
~ ~J*k i I A
/
a
-E C
E-
.==s N
' I_g
[
gf_
O W
l j
y&.
- d. ' ~
il
}
4[- >g
~ ::
s' N.**'.[hh
$1 ngl.E R00 k
s
+-
,e
[6-f,fDI,O)
/
,..W- '
l St.iSPENSION l
g 'U;
,0- I, RdD Sizes 1 thru 63 only
),
TAKE-0UT
- *+E!"t-mm=====
i i
g l!
l
' 'l j l l
1
I i
i l
1 l
.ca cc i
p
'" -fi l
0 i
xy
--a Type A of the Figure 81-H Honzontal Design model R NOTES: Also available for single rod suscension as Ccns: ant Support Hanger is desynod for attaching to inoicated above, When orcenng spec:fy "for setgie red its supporting member by screwing two rods into suspension."
tacced holes in the tcp of the hanger frame a dista.9.e equal to the "P" dimension plus % of an inch. Sizes I to See load travel tables on pages ph-108111 for "B" dimension.
9 are furnished with swivel eye and turnbuckle instead of yoke and cc@ ling.
For weights see page ph-126.
dimensions (inches) 1 man men mas henger escal fee.
tnreed rod rod sease eaves A
c 0
s P
G te le p
tore tenge elem som 2,"::'eI;?:'::l,' I r ^el i Iw I2 sw l 4% l a~!'p.e In-TT I w !*
i*
1 3s o, -
18.,.e
,0s j
to ts 4 io s 18'!.e 8
8't..
1
.w 2'/,e 8*t..
s%
"I.e is t. 14,77 w
5% or more 21 'I..
11 13 %
l
,I 14%e m 3Fe 12'.'io ! 8% l He l,
!2W l IIM l We w er h
r w
's"'s l 'f;:: I " l '7i o I m I "< e i 4% I i3* I r,e! M. l'R, !34-tr I w I%
l 25"'
e 8 or less 4 581,e 16 l
24'*/,e t i
50 63 SW to 11 53*l..
24 26%e i 1"' e
"/,e 7" lie 17"/ie 11 %
14
% ! 2's 24'sj,, !'4%.TT 9 t's or mere 53.e 24 I
30th l
355 l3 l 3% l $w ! 224i. l H l 3'!ie f,ll '5%.TT l th 04'74 24 more 63 lf,w,[ss !
l
. l 35% l 3% l 35 l5 l 278' l11 l 4th !$
15%-77 l 1S l 2' *
- 75 83 j
84-110 see page pn-125
. ~ _. t:4__s ( :-)
p J-rod - K rod selection chart
'Q toad 0
801 1501 2541 l 4001 8 tot 9401 13401 I 18301 l 24701 31001 l 39001 i 48001 in 800 1500 2540 40C0 : 6100 9400 13400 18300 ? 24700 :31000 39000 ' 48000 : 58000 l
% l% l4 lt l t'e l l's l 14 l2 l 2's l 2's l 24 3 1 3'*
- d
- 3's ancti is furensnee w.m 8 UN ser'es mreacs.
Sh 120
Attcchment 6e26 QI-019 R;ve 4
,y
.h Constant supports
'e-.
fig. 81 H type B
. - tw modelR E--*-
n...?
...-_-...g----..-.-.
.-HC.E SIZE E '
~ '
H
.7ft
.[ f:
'O - [, \\ '".....M. j
- C ';.
.E,.
-E
\\
g'~
-h o
l hH T-I. }
,.'gf l ' 2 '.,
_ gr
\\
b i
SINGLE RCO h
k >' c. -
- '.7Y.-
i.
SUSPENSION m/
- p. g.._. J,,y
&,g
..[.
Sizes I thru 63 only
..,, E ~
k in C+uln.
a.1L RCO 9. iw I
-G- ?
4 Ji C =: TAKE-0UT
\\ v. _ 'gq 4-
~
j
\\
v L
t 9N g.----.
e g
_.N-
- -J
-M--
Type B is furnished with two lugs,-one at each er'd Cf NOTES: Also avaJable for single rod sus:ension as the hanger frame. These lugs permit use of Figure 66 indicated above. When ordenng spect'y "fer singfe rod welded team attachments, c!evises cr angte clips for suspens,on."
a:tachment where headroom is limited. Sizes 1 to 9 are furnished with swivel eye and turncuckle instead of See load travel tables on pages ph 1CS 111 for "B*
dimension.
ycke and coupling.
For weights see page ph-126.
dimensions (Inches) l u.4 I
m.n nn men henger toast fee-t trees rod t.4 s ees 1 revel A
C 0
E F
G M,
-W N
tore l tenge som see s,'l l Sio l 1% l % l 1% lIWl6W l 4% l l' l 14-7T l h l I'I og 3W or ises 18'/.e 7Wl l
1 13't.e l
10 18 4 10 5 2,,'!, e,0 3,
ts 7
art.e 1%
W s 2'!.e 1%I 8' lie 6%
1 4 -77 h
4
,5.'Is e1,. e s, o, more e
l13 l 14'/.e l 14 l % l 3% l2 l 12'/.e l gg l l 2ag.TT l W
- 3' I tw W er e 3 r.
,6,,
.e l go l 17' lie l 2 l "/ e f si l3 l 13% l 9! ef h.'#',' l 3%.TT lW l ess 3s-89 14 8 or less 45%e 83 %
30"I.e l 5043 an to 11
$39 e 21 %
2s3/
3
- */ie 6%
4 1T"he 11 %
30"/.i 47. 77 4
2's t 1% or more 53. e 21 %
36 3
lf,$ s l5 l 33y l 33 l 3o, lg l,., ;;,f, {,,
, l gg,77 i,_ ! gy 64J4
'?";':"e! K* I ';.t I m. I n 13% !
- I s 127%e lii 1%: ish rT l n l 3 -
rs a u.iie
..or
.,,.12.
I J-rod - K hole selection chart 801 l 25401400 f 6100 t g.a00 9401 l 13401 l 18301 l 24701 31001l 39001 i.e4 0l 1501 l 2541 l a001 l 6101 48001 re Sco l 1500 1 134C0 l 183C0124700 l 3t0C0 39CCo.48CCO 58000 J rod we, % t t
t t o, e tw tg
, e 2 "*
23 s 24 a 3 8 3"*
b "7
"I.e l 'ar.e l 'e.e l 1% l iw l i%
l 2% l2% l 2'e l 3's l 3%
e 2
3%
1.
,,.,.,.,,,,, i 2.,.,. e,,,,,...,.
4, r
.a
.a-
% i.,, w i % i
%, % e 6
i i t
i i i 1
(
J 25 1 25 1 2w i 3 i 4 l s 1 5 i e i e i a i e l s I s e aod to. our. tractort m.nus ( 'o']'2"t g
Attrchment 6.26 QI-019 R;v. 4
,m t
s O
I' constant supports fig. 81-H type C model R A
HCLE SIZE K
-W-
- 2W =\\
-E C
E '-
2--*-
\\
7.
q
.e f
_,l..i
' C -C.- O f.$ nk o
t H
[
j i
- H l
C" *-* f
_p Mi
,.[
/
h k
re i
j s,
[
, ji3.
/
\\
,, ~ ' -@
/
I!p '~~U,1 i
ll
?
.6 /
. 'I-i G~'
TAFE OUT y'
rod
'. %gf. -/
ll
.a
y' J
Sizes 1 thru 63 only
,s -
li.
s _
u w
]
-N {
--8 v
_ _a Type C is furnished with two pairs of lugs. or!e pair of NOTES: Also availatie for single rod suspension es lugs at eacn end of the hanger frame. These 'ugs per-incicated aeove. When ordering specify "for singie red mit the use of two eye rods or two sing!e pla'es for suspension."
attachtnant where headroom is limited. Sizes 1 to 9 are fumished with swivel eye and tum'3uckte instead of See load travel tables on pages ph 108111 for "B" dimension.
yoke and couol.ing.
For weights see page ph 126.
dimensions (inches) had sni.e suwe ruas hastger telas fee-threee too red saaes re ei C
o s
y 4
M to N
tore testgm d.am eem e ',' !
8, l S'ef,,l t% l g l14 l14f84 l 44 ll7,,l1%T*l 18 L
% l g,,,,,,
3% o, te.e 18s,e n,
i me 10 18 4 10 5 2,.% e 18 7'i 8'he 1%
2'! e 1%l 8'he 8%
15.. s 1% -TT b
5,,, ~e s,e
- ICs,
,5.e
,f
,
- l t;
' d 'l's 2 l% !35 f2 l 12'l's IMd l
l t
,2%*TT l 8%
f g,",, !
l', l, l 17'/,e l 2% l urie l 4 l3 l 13.e l g'er,,l f, l gg.yy l g l g%
35 4 8 or less 45'!.e 13 %
l 30"!.e ;, 4% -TT 30"f.e 50-43 84 to t t 53%.
21 %
253'.e 3
' '... 6%
4 17" lie 11 %
2'.
11% or more 53% e 21 %
- 36 l 35% l4 l 3% l 4t*
l4%l228!.el11 j,
j5%-TTl1% l 2%
e 63 9
lP:""Je!!P l l2" !35%
<> ! 3% !24 !$ ! v=.. lii ':::: ! !% - '
rm l r.-
n 84-1 t c see page ph-125 J-rod - K-hole se'ect;on chart l 1501 12540 l 2541 l 4001 l 6101 l 13400i Saci l 13401 { 24700 {. 31C30 { 31001 l 39001 { 4 load 0
801 l 1501 18301 24701 ft 300 f
4CC3 < 1100. 9400 18300
. 29000 48000. 5SC0J Aroo t I se i 4 9 i 1%
var th S
2 8 2% ' 2's ' 24 3
3' e
- q
",a;:4 l
,e j e,
I1%i l
1,. i 2 l 2% l2% l2% l3 "se
! 3,e i 3,e i%
e gj FI t% i 1% i 1% ' 1%
2 2', a 2% i 3 1 3 4 4
t 4
4 4's s
e....
i.
ise 2
as.
2%
2.
i 3.
' 3% i 3se -
3.
ce T
%. I
- .a e % i %
s,
% i 4 i w a, i e i e i
W 2% l 2'i l 25 l 3 1 4
5 5
8 8
8 i 8 l 8 8 l g e Aod taw. (fac cri en.,ws f 'e'2'"ava )
A 4 c: i 'or sepe too suspeescri e 3% cerv s furmsneo w.m 8 UN senes tn'eads.
2(e
. en ns.
Attcchment 6.2G QI-019 R v. 4 s"-
)
U Constant Supports flg. 81 H type D model R A
.-...y-.
.E.:
C
_g.
.x.
.y 0
FOUR HOLES
,- F FOR BOLTS
~_--/.-__..
.,;;=
'. -~C l
?-~_'-~.
~~
.H ?; -.~. :ml
/
s
.,w.-
f d: ' ~ ;',.
-g-w s
{
",f -QQ.. \\
t
--G--
==
RCD I
J 'm*
N /
i
- i..e \\. /
TAKE-CUT l
j s
y-N. N.tl b.
.p
_ L..
I (s
m B
w N='.
u
..~4 9
Type D may be bolted directly under steel. Sizes 1 to 9 NOTES: See load travel tabfes on pages pn-108-111 are furnisned with swivel eye and turneuckle instead of for "B' dimension.
yone and coupling.
For wegna se page ph 126.
dimensions (inches)
.I
~
a c.
t.
, a o
- ,; n ll?::1,'I 4 '
l% 12 l es I a I hl i% 12 m!
.. l :'1. l ~n i wI, 3%
i.e.
.e.
.~
.s s
2..
,%.n sw or mer.
ava..
is
, 4v..
. tw l
- l 3% 12.'4 l.%ltyl1o% l 2:3as l
!w U3 l l,] l 2%.nl
- e ! th
- 'n.
13
- ,:. I ::1::alir, l2 !,,
.s liv. I.
't% !'2% I 3...% i s Ir; j.-ci i3
, I t%
3-2 86.l 2 i t"<.. i i i l4 i
- nrs, i
i 5343
.9 :e tt 53*..
23 %
7%
. tis It% iai I 2-*
c.-'
5 i%
l
.4.%.
1 32 %
3 l
I f t'. or mere 53*..
23 %
l l
l l
3 l
l l
l 35% f3 l3% f 5% l224 f11 f t$
l 4.e.W l l. ! $% 17 l t". ! 2h
& *4 2
1%
l['[Q l [ l y,)l35% l 4 l3% l *h l273 lis l2 lis l 4.s., l ll[ ls%.t-j i
rs-as i's 3*..
i%
.a.iiG aos i.e
. Aoo tane-out = tractor) mwks O) 8 J-rod selection chart
\\ )
inee 0
.01 l 1501 l 2541 l4001 l.50e kot #34ci l issot ] 24731 3tcoi l 3900i l ascot alb 400 t500 l 2540 1 4000 1 6100 1 9.aao 13400 issco l 2*ra! I 3tcoo 3soJo I 4eoa) 1 SacJo l% l% le l,. l is lth l2 l2% l 24 l as. l3 l 3".*
4
- 2". ec.n is furr* seed in 8 UN ser.es metaas.
f.7
...~
AttcckDut C QI-019 R,v. 4 m
1 Constant supports flg. 81 H type E model R A--
i i
l i
D j
i i
-F I ~
=U.,
F is l
. M v==
,, d G.jJb-W "rr D
<o
', - tv,
'a l
,; _j,
! JM -."U 'd Il 7 l(ll j
'g
~ ~ <
i,,'j, 'E5r r d
ll
- .h,i a
I p. :g ;
ROD j/
n N TAKE,-OUT g;_
i
--]
k]
I i
i 1; tt.
j['
l g
/.
s G "!
FOUR HOLES'; l C
J.
i B
'*T FOR Bot.TS IM Ti
[L, y
-N Jl
' "- J X
Y
-X Type E incorporates two brackets as part of its frame.
below the steel, soecify the depth of the supporting permimng the borting of the constant support to the top steel. Increase rod take-out by tne depth of the steel.
of structural steel. Si:es 1 to 9 are furnished with swivel h0TES: See load travel tables on pages ph 1CS 111 eye and turnbuckle instead of yoke and coupling.
for "B" dimension.
If rod take-cut does not exceed the depth of the sup-For weights see page ph 126.
porting steel and tne rod coupling is required to extend dimensions (Inches)
I uw l
a awn men a met h.ae.-
.h.6 l en,.
,w,
w
.a,.
==.
- v..i a
o a
o L
is se p
x v
, t m,.
, i
,,n
.... e
.w.",.".,.
S.*l sai.l =i l 2 l,'8.wlwl.i!% l r* !,w.n.= l
- w. ' j*,,, l m n j w! %
,n i r
i 2,
l n
..s
..,..Iimi,s, v..e.
l,%.n i.i.
.s in 2.,
,e
.4 i
s,
..,.. i
,, '* l 18%.
f., li2%.
li44 l %
104 liwatass l 3,
j 2 7T l w l 5 -.
' O'3' 3%
gg r,::Iin l % ln. I '; !i>% i n +iwI
..li2% 12 o.% i
' :: I w-n !, ! ~
=~
.s.,
n,.,. I,, i
,s.
i
- i. % i.s.n i so.
i,,s. it
.u 2
i
~
,i om i,
..i...,...%
i%
- 2
- w 2.
,' ' " "*, l 7 lss% l3%.l.w l[122*:.. ! n !2ew l.. lico..f 3wowsw l i% !,",[
j sw.n l iv. I 2%
.a-74
'.' pee. oa.125f 7 l uwl3"r.lsw l[!2 v ln
'3t% l i*.. l 14-= !2nowa% l. t%
l, j s%.n l i% ! r.-
791
.d.s to
. Aoo tane out = Factors in.nus ionar erairei J-rod selection chart 6.es oi
.oi l ison l 2s4 I aoos j. ion i s4ci l 134 130s 124mi i simi t soooi 4acos siao ! *sec l is.co I issoo l 24700 I siom
- 3sooo ? 4eoco e sacao n
.ao l isoo l se I ucc f%
fi f2 f2% l 2.,
i% l tw ik I
1 2%
3 3%.
3% inen is turnistieo th 8 UN senes inreacs.
26 L
Dh-184
Attcchment 6.26 QI-019 Riv. 4 i
i
%/
sway strut sway strut assembly:
fig. 211 C-C (* 3 '/2 A0JUSTVENT1 REAR BRA.CKET
-A--
o w:.ucci.vart Ii E-
RCD ENO (L.H)
} ll \\ -JAM NUT 7 R,-
ic.
'l
!! {\\
-EXTENSICN PIECE \\
I h' Il
.NW... \\
-h\\
. ^
W a
.3 - -
l
-r*--.....
f' ^
AT#
L-
-.- T.-\\ PIPE CL AMP I i,.
/
F
- s..-
-F tiewers trior w
'~
- -N
-F-----
ll F - R.-
w A ---
I T*\\
l I
l rp r
.m M
'j W2
,- W lW 2._ J t
CSTICN i CPTICN 2 load (Ibs). dimensions (inches) l% l ht l
l c-c w
f l
l l
sir.
t e. I sa. I a..e.
ta
,u...
u...
, u.a a
o I o.
=
a
' s I t A
550 I
Sen 80 1
60 16 %
52 1 9%
GN 2%
lh 374 8
1500 t
19: Sen 40 23 108 19 1 98".
9%
4 '/e 5
353 W
14 1%
749 3??
C 4500 1
2 Scn 40 ft 120 19 %
tion 9%
4'n 5
3%
1%
t%
749
.747 747 1
4000 tw 2
Scn 160 2's 120 21 ".
iC9%
11 Sve 4.
3 e '.
1, 999 2
11630 th 2% Scn 160 24 120 21 %
109't II 5'!.e 4%
3 t ti 8%
999 997 3
157CO 1%
2-)
3cn 160 3%
120 24 tot 11 65 5%
3* e t
2 1 " ~.e t249 S27 1247 4
10700 2
3 Sen 160 J's 120 15 :
IN.
'2%
6's l SS 3' e 1
2 i ".e i 246 5
27200 T.
3 Scn150 4
120 25'.
104 3 12 %
7%
eo 4%
t%
2's 2
I 439 1 247 6
23500 24 4
Scn 160 5
120 30 1C2%
12 %
8%
7'n 5%
th 3
2%
1 743 f.497
(,
t'47 1
54734 3
4 Scn 160 5%
120 34 %
100 14 %
10 9'i 6'.
2 35:
2%
i sii
(,)
I s97 6
Scn80 7%
84 42 4 Saw 17 8
110000 4
d%
14 8%
2.
4%
3%
2 03 6
Sen 160 7%
120 84 94 %
58s 2 07
.m_s~,
_t_.4,0. _
4,....._,.....
4..,__
,_4. _
-