Latest revision as of 08:17, 1 January 2021

Text

Rev 3 to Quality Instruction QI-029, Reinsp of Large Bore Pipe Supports - Nonrigid
	ML20203A141
Person / Time
Site:	Comanche Peak
Issue date:	06/27/1986
From:	Hansel J, Patterson A; EVALUATION RESEARCH CORP.
To:	;
Shared Package
ML20202J051	List: ML20202J060; ML20202J066; ML20202J073; ML20202J086; ML20202J097; ML20202J103; ML20202J109; ML20202J118; ML20202J132; ML20202J135; ML20202J143; ML20202J149; ML20202J162; ML20202J169; ML20202J176; ML20202J179; ML20202J193; ML20202J199; ML20202J211; ML20202J218; ML20202J224; ML20202J236; ML20202J243; ML20202J250; ML20202J255; ML20202J282; ML20202J286; ML20202J294; ML20202J301; ML20202J306; ML20202J310; ML20202J316; ML20202J323; ML20202J331; ML20202J339; ML20202J344; ML20202J349; ML20202J356; ML20202J364; ML20202J372; ML20202J377; ML20202J383; ML20202J387; ML20202J393; ML20202J402; ML20202J407; ML20202J419; ML20202J424; ML20202J428; ML20202J434; ... further results
References
	QI-029, QI-29, NUDOCS 8607170184
	Download: ML20203A141 (152)
	v • d • e

{{#Wiki_filter:.

                 .     .         ;,. og.      ,-    R   ,      m                        s i

l Page 1 of 32

g,f' s i) { ,y e zs w m, a b:o q -. EVALUATION RESEARCH CORPORATION _ _ __ COMANCHE PEAK RESPONSE TEAM QUALITY INSTRUCTION FOR ISSUE-SPECIFIC ACTION PLAN VII.c PROCEDURE NO.: QI-029 REVISION NO.: 3 EFFECTIVE DATE: 06/27/86 REINSPECTION OF LARGE BORE PIPE SUPPORTS-NON RIGID Prepared by: XO 0D '- Date: (,/26/64. O Approved by: /N

Mf/I* - Date:

Issue Coordinator Approved by: Date:

                                                                                     // 7[

On-Site QA R setitativa Approved by: _ Date: U N 8 QA/QG/JReview Team Leader 8607170184 860711 _3 PDR ADOCK 05000445 A PDR

                , ., ...       ..w             -   w     ,
                                                            -x      ,
                                                                             . ,          .~         3, QI-029 Rev. 3 f%

1.0 PURPOSE This procedure provides instructions and accept / reject criteria for the reinspection of Large Bore Pipe Supports - Non-Rigid by the QA/QC Inspection team. . 2.0 APPLICABILITY This procedure applies to the visual reinspection of the safety

    .                    significant attributes of safety related hardware within the Large Bore Pipe Supports - Non-Rigid Population.

3.0 REFERENCES

3.1 Memo QA/QC-RT-313 " Description Memorandum for Reinspection of Large Bore Pipe Supports-Non-Rigid" identifies the documents used to develop the checklist and procedures, including specific sources for attributes, exclusions and alternate accept / reject criteria. 3.2 CPP-009, ' Performance of Reiuspection and Documentation Reviews." 3.3 Brown & Root Procedure, QI-QAP-10.2-4B, Revision 3 dated June 2, 1983, " Ultrasonic Examination of HILTI Bolts." ( 4.0 GENERAL 4.1 Responsibilities A. QA/QC Discipline Engineers The QA/QC Discipline Engineers prepare the inspection procedures delineating reinspection requirements and attributes. B. QA/QC Inspectors QA/QC Inspectors perform reinspection / verification in accordance with this inspection procedure and record observations and deviations. I 4.2 Policy ) i Activities performed under this procedure shall conform to the I policies contained in the latest Comanche Peak Response Team Program Plan and Issue-Specific Action Plan VII.c. O V 2

            ,   ,   ..      l.,    v.,' .   .:,   .

QI-029 Rev. 3

 /N
  ~~  5.0 INSTRUCTION (Notes 27, 26, 31, 32, 33, 34, 35)

Attachment 6.1, Reinspection Checklist shall be used by the inspector to document Inspection Results in accordance with Reference 3.2. . 5.1 Support Identification 5.1.1 Verify support is permanently marked with the support (1) mark number. Integral attachments shall also be marked. Identification can be accomplished by die stamping, vibro etching or nameplate securely fastened to support structure. (Note 16) 5.2 Support Location and Orientation 5.2.1 Verify support location and orientation, as dimensioned (2) on design drawing and BRHL (Brown & Root Hanger Location) drawings. 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 !1 degree for Unit 2 (!5 degrees for Unit 1 and Common.) or as noted on design drawing.

B. Seismic Restraints (Restraints. Anchors, Guides, etc.)

1. The location shall be within !(2 X pipe wall -

thickness * + 2 inches) from drawing location for Unit 2. Unit 1 and Common shall be ! 2 inches.

Nominal pipe wall thickness, e as supplied by QA/QC Discipline Engineer on Re1Espection Checklist.

2. Angularity shall be il degree for Unit 2, t5 degrees for Unit 1 and common or as noted on design drawing.

5.3 Configuration (Note 10) 5.3.1 Verify all installed components are listed in the (3A) Bill of Materials on the design drawings (DWG) or O6 component modification card (CMC). l l 3

       .a         .s  .   .;                     e       '-  a ,.v v.

_c

                                                                                         -                J
                                                                      ,  c QI-029 Rev. 3                     ,
 )

V 5.0 INSTRUCTION (Cont'd) 5.3 Configuration (Cont'd) A. Standard catalog items can be verified by checking , actual nominal dimensions against dimensions given. . _. on the typical inspection drawings (Attachment 6.21). 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 components can be verified by checking the appropriate nominal dimensions. D. ITT Grir.nell Components in Unit 1 and Common, can be verified by checking actual nominal dimensions against dimensions given in Attachment 6.26. 5.3.2 Determine the material identification, i.e., heat number (3B) or vendors unique identifier, by recording the item no., description, and appropriate identification on Attachment 6.11. Items with no identification or identification not distinguishable shall be clearly indicated. This information is required for d documentation review only. 5.3.3 Verify component installation is in accordance with (3C) the 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 " foot print" created by the physical attachment. (Notes 32, 33) 5.3.4 All dimensions shall be per DWG/ CMC except for (3C) tolerances noted below: A. Bolt Hole Location I 1. Baseplates From centerline of support attachment to centsrline of bolt i 1/4 inch. When shown on the DWG/ CMC, the edge distance from the centerline of bolt to the edge of the baseplate shall be considered the minimum. If edge distance is not shown en the DWG/ CMC the dimension shown in Table 5.3-1 shall be considered the minimum. 4

   '~n   w,    a .;, ,s.'..,.,        ;,6 web:C , .                s' fits f.c _ q M . 3
                                                                              .                 .               . s.                    ..

QI-029 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.3 Configuration (Cont'd)

2. Structural Members ,

Centerline of bolt location shall be 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. B. Attachments to baseplates i 1/4 inch. C. Component member length 1/2 inch. D. Component member locations il inch (other than baseplates) E. Reference (REF) dimensions 2 inches.

 /                                           F. " Cut-to-Suit" shall mean that an item can be s                                                           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 cut-of-scope shall be included with the package. 5.3.5 Verify that the clearances meet the following criteria: (3D) l A. Box Frame Supports

1. Where design shows 1/16 inch on both sides, the total dimensional tolerance shall be 1/8" 2 1/16" (e.g. 0" on one side with 1/8" 2 1/16" on the !

other, 1/16" 1 1/32" on both sides or any ) combination).* i

2. Where design shows 0" inch on one side and 1/16 inch on the other side, the sum of both gaps may not exceed 1/8 inch or be less than 1/32 inch.*

3. Where design shows clearances greater than 1/4 inch, the dimension shown is the minimum.

5 1

w. , , . .w ,; %,w.s.: .

m, a 3 - y - , v ,," .

                                                                                          .s-      .

QI-029 Rev. 3 O- 5.0 INSTRUCTION (Cont'd) . 5.3 configuration (Cont'd)

4. Dead weight supports shall be 0" in the gravity direction with no tolerance allowed at that " ~

portion. All other tolerances remain for balaInce of clearances. l S. Dead weight supports are identified by a "D" at 1 the end of the support mark number or are spring type supports.

Where design shows 0" on the bottom (in the gravity direction) then it shall be such with no allowable variation.

B. Welded and Bolted U-Guides (Note 25)

1. Maximum accumulative clearance:

3/16 inch (in one direction)

2. Minimum accumulative clearance:

1/32 inch (in one direction) C. Shear Lugs (integral attachment) (}

1. Where design shows 1/16 inch clearance between shear lug and the restraining member, the total clearance for both sides of the restraint shall range from 0 inch to 3/16 inch. All lugs on each side of the restraining member must be aligned within 1/16 inch of each other.

2. The allowable circumferential deviation in the pipe attachment location of the lugs is 1/8 inch.

D. Shims -

1. Where shims are used to maintain clearance, the typical shim detail sheets shall be adhered to. (Attachment 6.21.)

E. U-Bolt Type Supports (Note 1)

1. Where zero gap is specified, or no clearance is specified, the U-Bolt should be tight against the pipe. Localized gaps due to different curvatures of pipe and U-Bolt are acceptable.

5.3.6 Verify, where required by DWG/ CMC, baseplates attached / (3E) to floors are grouted. 5.3.7 Verify wall and ceiling baseplates fit flush against the (3F) mating surfaces. The following is acceptance criteria where baseplates are not flush. 6

       , ' ::s N.c. .. o ,, ,..c:i & %       ;$w2" n-       ; --               *       '     '

a:::26 1

QI-029 Rev. 3 D- 5.0 INSTRUCTION (Cont'd) 5.3 Configuration (Cont'd) A. The gap between the plate and concrete for a maximum . of 20% of the plate perimeter may exceed 1/16 inch, . _ but at no point shall the gap exceed 1/2 inch. B. The gap on wall and ceiling plates may be grouted using cement or epoxy grout. C. Gaps greater than 1/16 inch shall be shimmed using ; steel shims around or adjacent to the Hilti or Richmond anchors. 5.4 Bolting (Note 2) 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 18) 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 I~'h than 1:20 (Attachment 6.20). V 5.4.3 Verify the thread engagement for Richmond inserts is at (4C) least 2 times the bolt diameter plus 1/8 inch. Thread engagement shall be calculated as shown below using. bolt length given in Bill of Materials: (Note 17) NOTE: Should length not be given in bill of materials, an ultrasonic examination shall be performed in accordance with Reference 3.3 (Brown & 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. iO 2 7

  , . .; ,. , , , . - r . ,   ,

s ' , ' l. : , Jc ' , ,-

                                                                                                                                               .g ._

QI-029 Rev. 3 O 'd 5.0 INSTRUCTION (Cont'd) ! 5.4 Bolting (Cont'd) SotTS GWT , _2. m raxsu. .......s-

                                                                               . . , .          9, .
                                                                           .~.:..                 ..

m, -

                                                                                                  +-         -

V /n. .' .. : .**..*..a..- .* *...

                                            \ \\\\\\\\\\\\\\\\                                                                    DM g%%%%%%%%%
                                                                          '.;:). ':,..:?'**"
                          ~

gi(/ .:.

                                                  >                       :.~

f -

                                                                          ., : , '. - ' ,1 .

l * . . .

4..

                                                                                       . . ..       4 ,-

e

                                                                                                  . ' . ... :. ,< 3* .
                                                                                               . ; . . a' tb            M                   G                                8_.

s 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.) G = thickness of grout, in. (where applicable) L = bolt length, in. (from Bill of Materials) 8

    . . , , . .    . , ~            .                . . . .         ....c                ..             .                             . . .   - .             -

QI-029 Rev. 3 5.0 INSTRUCTIONS (Cont'd) 3.4 Bolting (Cont'd) STUDS - - - - - r r.ouT gw gw. ,,;... ,,

                                                                                                           . .s 8     . . . . . . ...

usaL r. . .

                                                                                                    .. q;. .
                         "L$@!N
              **tspp##/tf/t'#// #

.!i).:.$'-::: :... ..

(#N#7/# ## # # /(' A ~ jp@:S y.'.$...y,$9'

                                                                                   .: .C          .          :.'

N \5.':::) .; i., ' .

                                                                                                           ..t-O                                           -                                                              -

54'.. s..., T M C Q y .=I . RIGHMOND INSERTS ONLY . Thread engagement (E) = L - (T + N + W + M + G) Where: T = extension from top of nut, in. i N = thickness of nut, in. W = thickness of washer stack, in. M = thickness of material, in. (i.e., baseplates) l G = thickness of grout, in. (where applicable) L = bolt length, in. (from Bill of Materials) 5.4.4 Verify nuts or bolts in Richmond inserts are snug (4F) tight. The stud shall not rotate. (Note 3, 19) 5.4.5 Verify ~ friction-type bolted connections (used on l (4F) removable supports) with SA-193 Gr. B7 bolts are l . tightened so that the nut (s) cannot be moved by hand.* (Note 19)

No Wrench 9

QI-029 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.4 Bolting (Cont'd) 5.4.6 Verify all threaded fasteners, except SA-193 and SA-325 ~ (4D) bolting materials and Hilti bolts, are provided with , _ locking devices as shown on the design drawing. When not specified on DWG/ CMC the locking device 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). At least 2 adjacent thread cross-sections shall be deformed in 2 places approximately 180* apart. Record the distance from top of uut to upset thread on Inspection Checklist. 5.4.7 Verify standard U-bolts used with a single . strut or (4F) snubber are torqued to the level specified on the [~'h DWG/ CMC. The tolerance on the torque shall be the \ms/ calibration of the torque wrench used. Where no torque is specified, verify that nut (s) cannot be moved by hand. (Note 19) 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 19) 5.4.9 Verify the nuts on U-bolts are installed on the side oE (4E) the plate as shown on the DWG/ CMC. 5.4.10 Identify bolts less than 1-1/2 diameters edge distance (4G) and record dimension from bolt centerline to edge of plate on Attachment 6.5 for later review. a 10

    - + - - - -                      w y---,    g.-    ,-%y..,, ,--7,.----,--,y-m_.        . - . , - _ - - _ - - - - - - -    y.,-yc.- ,. p-.--    ,.-----     .,,-g --,w ,---,.,-.,-~-----,.-,y,.           -. - - , . -.--,-

                                                                                                                                                           ,         ,.v.,      .     -

QI-029 ) Rev. 3 1 5.0 INSTRUCTION (Cont'd) 5.4 Bolting (Cont'd) ,

                                                                                        -                                                                                               i l                                           T0p of Fin. Floc:                          -

er

                         ,,     a R,               , ,                                  Face of Wall g                                     .                                            .                               .              __
                                                                                       +mt c

y b s ;..: : - i::- .: : , .-a;"- A

                                    . ..e.s ....>;. .,. ., .;q         ;.,: ";                     .. .. .. -.... e..,y...           , . ,. : -
                                                        . *,           .                            * .           *.          4
                                                      * * . .a-...
                                                                                                    ..'.I.

d , \ .:- .. 9 r

                                     -                                     < o                      <2:
                                                                     '7.

1 .

                                                                      -"?;Y   -

g 4*.. l

                                                                      .a ,, . .mm.     .g.         .. .* . ,.
                                                                      .g. ;  .

Q

                                                                                     .             4-                                       .

Tvoical Detail for "Gretst-In" Bolts- ! i 5.4.11 Grout-In Anchor i I (4H) A. Verify nominal bolt diameter equals 1)". , 1 B. Measure the projection, P. Calculate the embedment length, E, from the bolt length, L, given in the Bill of Materials, using the following equation: ) i E = L-(P+2) Verify that E is 24" as a minimum. C. Ensure no gap exists between the washer and member or washer and nut. 1 1 11

              - -----                                                                                              -                  --                        , --         y.

            ...w,-,,
                             .   ....e.,     .      ,..;-  4 . .              -, .       ,     ,

QI-029 Rev. 3 () 5.0 INSTRUCTION (Cont'd) 5.5 Integral Attachment Welds (Note 29) 5.5.1 Location, Size and Profile ^ (SA) ' (5B) A. Verify weld configuration (fillet welds only) and ~ l (SC) location as shown on the drawing. B. Verify the weld size

and length meets or exceeds the minimums specified. For fillet welds, refer to Attachment 6.7. (Note 12)
For Bevel Welds, the weld size is verified by assuring the joint is welded flush.

5.5.2 Butt weld Reinforcements (5D) A. Verify height of reinforcement complies with Attachment 6.8 (Note 14) 5.5.3 Undercut (SE) A. Verify undercut does not exceed 1/32". k6 cord undercut, regardless of size on Inspection Checklise () This information is required for verification of minimum wall during documentation review. 5.5.4 Surface of welds (SF) A. Verify surface of welds are sufficiently free of overlap, abrupt ridges and ripples so proper interpretation of radiographic and/or other required NDE could be accomplished. 5.5.5 Offset of Butt Welds (SG) A. Verify maximum offset for finished butt welds is not greater than shown in Attachment 6.9, Table B. B. Verify offsets within tolerances of Attachment 6.9, Table B have been faired to at least 3 to 1 taper over the width of the finished weld. 5.5.6 Cracks, Lack of Fusion, Porosity, Crater cracks (5H) A. Verify the welds have no visible cracks, lack of fusion or crater cracks. B. Verify welds have no porosity or rounded indications which exceed the following: O 1. Only indications with major dimensions greater than 1/16 inch shall be considered relevant. 12

w, > s, , y -

n. , . ; :, p ,s g - + e. + . -;,. .

l QI-029 Rev. 3 I () 5.0 INSTRUCTION (Cont'd) 5.5 Piping Welds (Cont'd) 4 2. Rounded indication with dimensions greater than , 3/16 inch are unacceptable. . .. . _

3. Four (4) or more rounded indications in a line separated by 1/16 inch or less from edge-to-edge are unacceptable.

4. Ten (10) 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.

5.5.7 Welder ID Symbol (5I) A. Determine welder symbol is marked and record such on Attachment 6.10 for later document review. Identify the welder symbol (s) by placing "(I)" after the welder symbol, t 5.5.8 Rust (Stainless Steel Only) (5J) A. Record and identify on Attachment 6.22 the location of any rust which has developed on welds. B. Record and identify the location of any rust which has developed on the material within two (2) feet on either side of the weld (s) being reinspected. Use Attachment 6.22. 5.6 Support Welds (NF) (Note 30) 5.6.1 Location, Size and Profile (Note 36) ( (6A) (6B) A. Verify welds are located as shown on drawings. (6C) Record any welds that are in addition to those specified on the drawings. (Attachment 6.6) B. Verify weld size

and length meets or exceeds the minimums specified. For fillet welds, refer to Attachment 6.7 (Note 13, 20, 21, 22, 26)
For Bevel Welds, the weld size is verified by assuring the joint is welded flush.

5.6.2 Butt Weld Reinforcements (6D) g A. Verify height of reinforcement on each face of butt

       )                                                  weld does not exceed the value specified in Attachment 6.8 (Note 14, 23) 13 1

t

              . + - - , , , . ,        , , . ,

 .n              - . .                  ,.,...,+:....,,~:.                      .

QI-029 l Rev. 3 . l () 5.0 INSTRUCTION (Cont'd) 5.6 Support Welds (Cont'd) l l 5.6.3 Undercut l (6E) , . .

,)

A. Verify undercut does not exceed 1/32 inch. 5.6.4 Surface of Welds (6F) i A. Verify surface of welds are sufficiently free of overlap, abrupt ridges and ripples so proper interpretation of radiographic and/or other required NDE could be accomplished. 5.6.5 Offset of Butt Welds (6G) A. Verify maximum offset for finished butt welds is not greater than shown in Attachment 6.9, Table A. B. Verify offsets within tolerances of Attachment 6.9, Table A have been blended uniformly over the width of the finished weld. 5.6.6 Cracks, Lack of Fusion (6H) () A. Verify no lack of fusion or cracks are visible and that there are not any linear indications in excess of 1/16 inch. 5.6.7 Walder ID Symbol (61) A. Determine if a welder symbol is present (do not remove paint) and record on Attachment 6.10. This information is required for document review only and has no accept / reject criteria.

5.7 Concrete Expansion Anchors (HILTI) 5.7.1 Size / Length (7A)

, A. Verify anchor bolt size. This can be I accomplished by using a gauge or rule to distinguish nominal diameter sizes ranging between i and 1-1 inch diameter in increments of 1/8 inch. B. Verify anchor bolt length and type by the letter designation stamped on the top of the bolt (Attachment 6.15); remove paint if necessary. Super kwik bolts are identified by a star in addition to the letter designation. NOTE: Hilti and Super-Kwik Hilti bolts 19 inches and longer may be stamped with numbers to indicate length. 14 f . _ . . _ _ _ . _ _ _ _ _ _ . _ .

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

   , ,.  ._   n.   ;., . ,         y  < <    ~    -    --          '

. x w =_ .

QI-029 Rev. 3 () 5.0 INSTRUCTION (Cont'd) 5.7 Concrete Expansion Anchors (Cont'd) C. If length identification is not verifiable or , visible, an. ultrasonic examination shall be performed in accordance with procedure QI-QAP-10.2-4B. Brown and Root shall perform UT and provide copy of results to the inspector for inclusion in the Verification Package. Once ultrasonic examination is complete, record actual length on Inspection Checklist, and initiate a Deviation Report. 5.7.2 Embedment Length (7B) A. Verify that the Hilti anchor bolt embedment plus the nut thickness (from Attachment 6.15) for the anchor being measured is not less then the "Embedment Length" or " Minimum Embedment Length" identified on the drawings; or lacking such information the

                              " Minimum Embedment" identified on Attachment 6.15.*

B. Determine the Hilti anchor bolt embedment by measuring the projected length of the anchor bolt from the structural concrete ** surface. Subtract the anchor projected length from the designated anchor O' length to arrive at the Hilti anchor bolt embedment. The designated anchor length is that shown on Attachment 6.15, unless the stamp is indistinguishable in which case the U.T. recorded length should be used.

Note: When the letter designation stamped on Hilti

                              .       bolt is not identified by Attachment 6.15 the Hilti bolt attributes regarding length of Hilti's can conservatively be inspected by using Attachment 6.27.
                             ** Note: In floor and roof areas where topping has been placed, the thf.kness 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 taken from the concrete surface. The inspector shall ensure that a measurement for topping 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.

O 15

 ~         .,-,      ....,    ,,+           ..     ,     . .    ..   ,     .. - . .     - . . , ,   .

QI-029 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.7 Concrete Expansion Anchors (Cont'd) 5.7.3 Anchor Bolt Spacing ' (7C) , . A. Verify for each Hilti, center-to-center spacing of adjacent anchors of the same size (not on the same attached fixture) is not less than 10 anchor diameters unless specified on DWG/ CMC. For unequal sized bolts, the minimum spacing (unless shown on DWG/ CMC) is as shown on Attachment 6.16. B. Verify spacing of each Hilti to existing Richmond inserts, concrete edges, abandoned holes, Hilti anchors or embedded anchor bolts that have been cut off meet tha minimum spacing requirements specified in Attachment 6.17 unless shown on design documents. NOTE: Any items covered by baseplate / equipment base will be checked by document review, C. Verify that the minimum distance of esch Hilti anchor to any adjacent embedded plate meets the following requirements of Attachment 6.18.

1. Attachments located within 12 inches of a Hilti anchor bolt shall have spacing as shown on Attachment 6.18,

2. For embedment plates without any attachment within 12 inch clearance distance, the anchor may be as close as practical to the edge of the plate without damage to the plate.

5.7.4 Anchor Bolt Angularity (7D) A. Verify each Hilti anchor installed has its long (longitudinal) axis within 6' from the perpendicular of the surface it is set into. Attachment 6.19 gives inspection requirements. 5.7.5 Concrete Damage (7E) A. Verify structural concrete surrounding the fixture is not broken or spalled as a result of installing the Hilti anchor. If spalling exists, verify the depth does not exceed the following: O 16

     .,....-..,p
                                     . ..          . y .     -                                 - ..         ,

QI-029 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.7 Concrete Expansion Anchors (Cont'd) Maximum Acceptable , Hole Size Spall Depth * . . 5/8 inch and under i inch 3/4 inch to 11 inch inclusive 3/4 inch

If the area in question includes a 2-inch topping the maximum spall depth may be increased to the depth of topping.

5.7.6 Anchor Bolt Nut Engagement and Bearing (7F) A. Verify nut of each Hilti anchor has proper engagement such that the end of the anchor bolt is not lower than the top of nut, unless otherwise shown on DWG/ CMC. B. Verify nut and washer of each Hilti anchor has proper bearing and that a minimum of one washer (standard or plate) has been provided. The washer shall completely cover the hole in the base plate. A level gauge shall be used for determining if the gap is less than 1:20 (Attachment 6.20). C. Verify no visible weld has been made to anchor bolt or nut.

D. Verify that nut for each anchor has not bottomed out.

Use thread length in Attachment 6.15 and measured projection to determine acceptance. 5.8 Component Support Catalog Items (Attachment 6.21, Note 24) - DWG/ CMC. 5.8.1 Snubbers (Note 5) (8A)

1. Angularity Verify snubbers are installed within a tolerance of 21 degree of the angle shown on the DWG/ CMC for Unit 2 (25 degrees for Unit I and common)

O 17

 .. . : :~ :.~:_ ~ L - . - . _ _    __ _ - . _ . -               .   . - . - - - --.--.-_ _ _                       _-.        .- _ __ - - .

    +,o  . v , v ,u .n~ . . . eu . . . r<7     ,   n, m v?              e               ,-                    -   -.
                                                                                                                          , _       s                                  .

QI-029 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.8 Component Support Catalog Items (Cont'd)

2. Jan Nut Torque ,

Verify torque of eye-rod jam nut of extension piece'for ' ITT-fig. 307 snubbers as follows: (Note 19) Standard Pipe Clamps Snubber size 1/4 1/2 1 3 10 35 100 Torque Value 40 40 40 80 100 150 220 (ft-lbs) f Verify torque of load stud jam nut, using a calibrated torque wrench, as follows: (Note 4, 19) Standard Pipe Clamps Snubber size 1/4 1/2 1 3 10 35 100 Torque Value 20 20 65 145 280 485 1050 (ft-lbs) NPS Super Stiff Clamps (SSC) O SSC Size Lock Nut Torque 15 06 08 40 10 14 80 170 20 520 1000 3300 24 36 (ft-lbs) .) Western Pipe Clamps Torque values are listed on DWG/ CMC

3. Parallelism Verify pipe clamp halves are parallel. For acceptance criteria see Attachment 6.12. Measure and record the dimensions on Attachment 6.12.

4. Pin-To-Pin Cold Setting Verify C-C dimensions do not exceed those given in Table 5.8-2 (page 25) and are within 2 1/8 inch of the A-C 4

dimension shown on DWG/ CMC for Unit 2 only.

5. Bearing Spacers i Verify rear bracket / pipe clamp has installed bearing

spacers. It is acceptable to have one spacer. The i resultant gap shall be less than the thickness of the

, thinnest installed spacer.(Note 6, 37)

O 18

  . _ ; ; ~, . Z.ZZ.Z' :ZZ_ .. _1_,._                       - . - , . - _ . . _ _ - - . _ _ _ . _ _ _ . _ _                                _ . . _ . _ _ _ _ , - _ . . . . - - - - - . _

        ,-          _ - _ .c ; , - - -              -          - -             .      , m.  .        _

QI-029 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.8 Component Support Catalog Items (Cont'd)

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 6.13). 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

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.)

b

8. Eye Rod Threads Verify exposed eye rod threads are free of extranaous material with the exception of paint.

9. Eye Rod Thread Engagainant 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 Verify all fasteners, spacers and cotter pins are in place and secure.

12. Spherical Bearings Verify spherical bearing has not become dislodged and is free of extraneous material.

19 . . ~ .. - . - -

            ,   .           . - - - .              -                      ,               .     .       - . ,         r QI-029 Rev. 3

( 5.0 INSTRUCTION (Cont'd) 5.8 Component Support Catalog Items (Cont'd) 5.8.2 Sway Struts (Note 5) . (8B) .

1. Hardware Verify sway strut assembly contains all of the necessary hardware as follows:

A. Rear bracket Auilding attachment portion of the strut) NPSI - 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 locking rings rather than cotter keys. 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. 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 2 1 degree of angle shown on DWG/ CMC for Unit 2, 25 degrees for Unit 1 and Common.

4. Spherical Bearing Verify spherical bearing has not become dislodged and is free of extraneous material.

i

5. Eye Rod Threads Verify exposed eye rod threads are free from extraneous material with the exception of paint.

O l 20 r X:r_ . . .- _. . , - . , _ _ _ - _ - - . - - _ . - - -

_.c.. QI-029 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.8 Component Support Catalog Items (Cont'd)

6. Eye Rod Thread Engagement ,

Verify eye rod thread engagement through the sight hole g by star stamp. The star stamp (5 or 6 pt.) indicates

                                             . upset threads.

7. Eye Rod Jam Nut Verify eye rod jam nut (1 on NPSI and 2 on ITT Grinnell) are snug tight. (Note 3, 19)

8. 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.

9. Fasteners Verify all fasteners, spacers and cotter pins are in place and secure.

4

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.

i

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 the thinnest installed spacer. (Note 6) i 12. Torque of Load Stud Verify torque of load stud jam nut where provided, using a calibrated torque wrench, as follows: (Note 4, 19) NPS Super Stiff Clamps (SSC) i SSC Size 06 08 10 14 20 24 36 ) Lock Nut Torque 15 40 80 170 520 1000 3300 j (FT-LBS) Western Pipe Clamps Torque Values are listed on DWG/ CMC O 21 {

   --2                          .

      ~,       .             ..           .,, .                                              - .    . ..                                .   ,

QI-029 Rev. 3

 ,               5.0 INSTRUCTION (Cont'd) 5.8 Component Support Catalog Items (Cont'd)

13. Parallelism ,

Verify pipe clamp halves are parallel. For acceptance criteria see Attachment 6.12. Measure and record the dimensions shown on Attachment 6.12. 5.8.3 Spring Can/ Constant Support (Note 5) (8C)

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 1 and common. (These supports have gone through HFT.) Where travel stops have been removed, verify that spring / constant support is not obstructed to move throughout its vertical travel range.

(Note 9) ~

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 Verify all fasteners are in place and secure.

(} l 2' l

A n .m_ ~ ' c : z-QI-029 Rev. 3

 /~'T                             5.0 INSTRUCTION (Cont'd)

O 5.8 Component Support Catalog Items (Cont'd) 5.8.4 Low Friction Bearing Plates ' (8D) , ,

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.

3. Lubricant Verify machined surface is evenly coated with lubricant.

(This is approximate; do not use measuring device, visual inspection only)

4. Corners Verify for plates which have rounded corners that the radius does not penetrate the bonded lubricant.

5.9 Modified Component Support Catalog Items (9.0) Using' weld inspection criteria in Section 5.6 of this QI, perform the following inspections: (Note 38, 39) A. NPSI Sway Struts (9A)

1. Adjustable Sway Struts (i)

For NPSI Adjustable Sway Struts verify the following fillet veld 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 i thickness of the collar.

2. Fixed Sway Struts (ii)

For NPSI Fixed Sway Struts verify the following fillet weld sizes are met as a minimum:* Strut Size SRF-06 SRF-08 SRF-10 SRF-14 SRF-20 SRF-24 SRF-36 i Weld Size 3/16" 3/16" 3/16" 1/4" 5/16" 3/8" 5/8" 23 a.,, i, -,. .. ,-. - - - - ,.,y ,.---m--y- w,-, ,w---- - --

                                                                                                                                             -m r_ _              ' -                 -

QI-029 Rev. 3 5.0 INSTRUCTION (Cont'd) 5.9 Modified Component Support Catalog Items (Cont'd)

Weld sizes are the minimum, but need not be larger than the ,

thickness of the collar. . B. ITT Grinnell Sway Struts (98) For ITT Grinnell Sway Struts verify the following fillet veld sizes are met as a minimum:* Strut Size A-C 1-3 4-6 7 8 Weld Size 3/16" 5/16" 3/8" 5/8" 3/4"

Weld sizes are the minimum, but need not be larger than the thickness of the collar.

C. Snubber Transition Kits (9C) j For ITT Grinnell and NPSI Snubber Transition Kits, l verify the following fillet weld sizes are met as a l 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"

Weld sizes need not be larger than the thickness of the coupling.

D. NPSI Forward Snubber Brackets for sizes 1/4 through 10 (9D)

1. Bracket Dimensions (1) ,

l Verify C-C dimension of the forward bracket meets - the requirements of the following: 24

  --%--. . - - , -w.i-,..,--.-..me-..      .  .m--,-  --..-.9     -m -. - y. - - . - , ,      -.--_   ,-e---e--c.+.,--,.-,------------w               -..,,-.--,y,     -
                                                                                                                                                                               -y-----------       ,- _, - - -   ,,- .-,- - . -

                .c ,.-

1 . 3 , QI-029 Rev. 3

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 Fo mard Snubber Brackets for Sizes 35 & 100 (9E)

1. Bracket Dimensions (i)

Verify C-C dimension of the forward bracket meets the requirements of Attachment 6.23.

2. Forward Bracket Welds (ii)

Verify welds on Forward Bracket welds meet minimum requirements of Attachment 6.23. F. Dual Spring Can Assemblies

1. Assembly Dimensions (1)

Verify assembly dimensions are in accordance with Attachment 6.24 including those of added components.

2. Weld Sizes Verify assembly weld sizes meet the minimum requirements given in Attachment 6.24.

O 25

    ~ ~ ~ ~

QI-029 Rev. 3 NOTES:

%)

1. U-Bolt type supports shall mean springs, struts, snubbers or frames utilizing a U-Bolt.

2. For standard marking identification of bolting see Attachment 6.25. ,

1

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 spacer thickness is not in accordance with Attachment 6.14, record the thickness of each installed spacer and the resultant gap to the nearest 1/32" on Attachment 6.14.

7. The support may utilize a second rear bracket as a pipe attachment instead of a pipe clamp.

8. Cotter keys shall be fully open to the extent that they cannot become dislodged from the pin or bolt they are securing. They

( should be the maximum size the cotter pin nole will permit, but j only large enough to remain in place after opening. og

9. HFT is Hot Functional Testing.

10. Where Bill of Material gives letter designations for component parts, refer to Attachment 6.21 for description and dimensions.

i 11. DELETED i ! 12. 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.

13. . Single flare bevel and fillet (non-continuous, single sided) welds are exempt from length inspection as weld length required cannot be determined from design drawings.

This covers those welds described above which may or may not require weld wrap around. Types of connections involved includes tube steel to tube steel and tube steel to structural members (plate, wide flanges, etc.). O 26

i . . - . . - _ , _ . - - -- , _ - .-_ - _ _ _ _ ,

e ,. ,. , , , , QI-029 Rev. 3 4 b) I NOTES: (Cont'd)

13. (Cont'd)

For those types of welds and connections described above, the inspector shall indicate in the remarks column for the decision ^ point " size" that " Length of wrap-around welds is exempt - see_ QA/QC PDR 4." Should the component support structure contain only single flare bevel and fillet (non-continuous, single sided) welds; then there is no accept / reject criteria for weld length. In addition to referencing QA/QC PDR 4 in the remarks column, a note stating that "No length criteria given for support welds" shall also be applied.

14. The surface of the reinforcement of butt welded joints may be flush with the base material or may have uniform crowns.; 15. DELETED; 16. 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); 17. Threaded engagement as applied to Richmond inserts is measured from the face of the insert washer into the insert.; 18. Acceptable thread engagement of a standard nut used as a jam nut is a minimum of 75% of the standard nut depth.; 19. ONLY ON BOLTED CONNECTIONS WHICH HAVE NOT BEEN PAINTED.
20. For fillet welds on skewed angles greater than 135*, the inspector shall not be concerned with weld size, unless machining is called for. In this case, the weld is considered a normal fi?.let weld and must meet the size required on the drawings.: 21. For fillet welds on skewed angles between 60 and 135*, the weld size is shown on the drawing by verifying that "s" dimension shown in Attachment 6.21.; 22. For fillet welds on skewed angles between 45 and 60', not inclusive, the weld size "s" shall be verified by measuring the "d" dimension as shown in Attachment 6.21.; 23. The maximum weld crown on flare V-groove welds and flare bevel welds shall be 3/16 inch but in no case cause distertion in edjoining members.; 24. Use Attachment 6.21 for NPSI component support catalog items. For 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.

(} l l l 27 l 1

    -w               -ry                      wg-e-      v- --y       m   - - * . - - -                         -

                      <                     ~
                                                ,     -   %       . .a , -                      .
                                                .~                                     =

QI-029 Rev. 3 (% g ,) NOTES: (Cont'd)

25. 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. ,

26. For fillet welds on skewed angles between 29 and 44' the weld size "S" shall be verified by measuring the "d" dimension as shown in Attachment 6.21.

27. The inspection attribute number from the checklist is shown in parenthesis adjacent to appropriate inspection requirement. ,

28. 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.

29. Prior to start of inspection, assure that welds are clean of any paint or foreign material which would impede an adequate visual inspection. When it is necessary to measure weld dimensions, such dimensions should ba determined as accurately as practical using standard weld inspection tools.

30. Prior to start of inspection, assure that welds are clean of any foreign material which would impede and adequate visual inspection.

Coatings need not be removed unless the inspector judges that excessive or uneven coating application would impede en adequate inspection of the weld. Coatings may then be removed with the concurrence of the Level III Inspector. When it is necessary to measure weld dimensions, such dimensions should be determined as accurately as practical using standard weld inspection tools.

31. Inspectors shall record the tool code (Attachment 6.4), Serial Number and Calibration due date, as applicable, on Attachment 6.3..

32. Dimensions shall be measured to the nearest 1/16", unless otherwise specified.

1

33. Angles shall be measured to the nearest degree. l

34. If additional space is required in the remarks column of l Reinspection Checklist, use Attachment 6.2. 1

35. Inaccessible items shall be identified in the remarks column of Reinspection Checklist.

l

36. Type 2 skewed welds need v.- he inspected for size and profile, 7- (Attributes 6B & 6C) k 28 ur - ~

QI-029 Rev. 3 NOTES: (Cont'd)

37. The forward bracket of the snubber normally is at the pin of the clamp. Where two rear brackets are used, the inspector shall identify the brackets by "F" or "R" on the drawing and record the '

applicable information on Attachment 6.14. , j

38. 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.

39. 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).

l O

           ,                                                                                                                                                                                 i 29
 's      a+  - ' - --w w--eo e-     -w-.m-e  <mw--ww-g,   yen ~-   o- - --w , --m+             , y-y    w m,,----- -- --

w y ww , - + ,-- -w , -erww-,w,,-wq+vm, , ym--- y--, - -

3 ... , ,. ,, , . , . .;.. .. . - . . - .

                                                              . , , . , cg. -
                                                                                ,, . ;a , ,, - ;    --

a l l , QI-029 Rev. 3 Page 1 of 1 i Table 5.3-1

l l Min. Edge l Bolt I Distance . 3/8" 9/16" , 1/2" 3/4" 5/8" 7/8" 3/4" 1" l 1" 1 1/4" i 1 1/4" 1 5/8" 1 1.1/2" 1 7/8" 1 3/4" 2 3/16" 2" 2 1/2" .I i f 4 i i f I i I

30

  . - . . r= ... -- . - :: 22 - . .       .         - _ . _ . -_                              _ . .           . -,             ...._._ ,_.- .

                                                                                                       .u..'  .
                                                                                                                                         ~

QI-029 Rev. 3 Page 1 of 1 Table 5.8-2

SNUBBER SIZE 1/4 1/2 1 3 10 35 100 Type MAKIMUM 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 a i V 31

                                                                                               ' ~ ' ~ ' ~ ~

...;. e , ~ ' :;; *

c - ..

                                                                                   , _n -                        .                '..         u-QI-029                             :

Rev. 3 l Page 1.of 1 6.0 ATTACHMENTS 6.1 Reinspection Checklist ; 6.2 Supplemental Remarks ,

6.3 Inspection Tools Used 6.4 Inspection Tools and Codes 6.5 Bolt edge distance 6.6 Additional Welds 6.7 Fillet Weld Size 6.8 Butt Weld Height Reinfore.sment 6.9 Butt Weld Offset 6.10 Walder Identification 6.11 Material Identification 6.12 Pipe Clamp Halves Parallelism 6.13 Snubber adapter plate thread engagement 6.14 Bearing Spacer Gap (informational) 6.15 Hilti Anchor Designation and Setting Requirements 6.16 Minimum Spacing Between Hilti Expansion Anchors

    /               6.17         Minimum Anchor Clearances 6.18         Minimum Clearances to Embedded Plates 6.19          Anchor Angularity 6.20         Nut Bearing 6.21          Typical Inspection Drawings 6.22         Location of Rust 6.23          Modification of Forward Brackets 6.24         Modification of Dual Spring Can Assemblies 6 25         Standard Marking Identification of Bolting f              6.26         ITT Grinnell Components 6.27         Hilti Length Designations 32
       -     .-,.a. = -.- --.--- .                  . - -    . .   . - - - . . , .        .,--               ..    .    - - -   - . _ , - - .

  .;,v              - -                            ,.-                                       :, . - ,                     ,2                                                         _

r; -- - Attachment 6.1 QI-029 Rev. 3 Page 1 of 8 CCMANC31 FEAK RESPONSE TIAN CECII.IS* + N M . b k SUFFORTS I-S-LBSN PAGE ,. OF L l NON-RIGID (LBSN) QUAL *TT I3STRUCTION QI-029

                                                                              @ REINSPECTION                                               [ UNI; 1 EQUI 7HENT MAAK/ TAG 30-                     O occ=rxtito= mzvts                                          O Cat: 2 O connos
]                                                                                    VERITICATION ACCZPT       REJECT         DATE l

1. Identification '

s

2. Location and Orientation ena

3. Configuration A. Consonants

     )                                                                                                                     (For Documentation j                                   3. Materials                             N/A            N/A                            Review Only) i C. Insts11stion D. Clearance                         .

E. Grouting for Baseolates/ Floors F. Grouting for Baseplates/ Walls and ceilinas _

4. Bolting A. '---- t

5. Surface Contact C. Richmond Insert D. Lockins Devices

, FREPAAED ST: AFF10VED ST: I j DI3CIPLINE DGE. CATE t.EAD DISCIPLINE ENGR. DATI parth ss 51: AFFECVID SY: i I, 63)(16.UK JA!! f.IAD INS?!C*CR 3A!! CF-107. .A. lawf.4 tan ) i l

.. . l'L .-.~ . . . . . . . . , . - _ . - _ . , . , . , . - , . . . . . _ _ . , . , , - , - , - _ . , , _ _ . _ , . _ - , - - . _ . - . - , , , , . , _ _ -

             '                                                          ^                                         '
 * / y.
     ,         .  ,,         f-      _ i,' . .l  ., . . _ . . . ,         ,     ,;.b ,       -~ ~ i;
                                                                                                                                      .     ,_.e      ,,.  ',

Attachment 6.1 QI-029 Rev. 3 COMANCRE FEAK RESPONSE TEAM CIECELIST PCFL'LATION DESC VERIFICATION PKG No. IARCE BORE FIFE SUFFORTS I-S-LBSN- yACE~ 2 og 8 NON-RICID (LSSN) ~ VERIFICATION A I ACCEPT REJECT DATE 4 soising u ont eJ , E. U-Bolte F. Torttue

                                                                                                                                                          -n C. Edae Distance             N/A                N/A                    (For Information Only)

8. Grout-In Anchore 4; 5. Integral Attaciument Welds A. Location; 5. Sise
C. Profile D. Reinforcement E. Undercut ua 4

F. Surface Condition C. Offsets W. Cracks / Fusion I. Walder ID N/A N/A (For Information only J. Rust

6. Support Welde (WF)

A. Location

5. Size

. C. Profile D. Reinforcement i E. Undercut F. Surface

 ,                         C. Offsets 07 ^07.L5. Re-*:'-

I 2

  .- - - - = = . . ,. .       .=== -----,- _ :- ,.                                     , : : , ... _ _ _ - _ _ . - _ - . . _ . . - . - - - . - - - - . . . - .   .

      ..o   -. .- - ca .             A.   - 1~                .    . , ,           _ _ .     .              .            ..           .

1

                                               .._ . ;; :                   :;ia - -                -

s-~ s ~~~ w u w.:. m u s . l Attcchm nt 6.1 QI-029 Rev. 3 l I

 \.                                                                                                                                           1 i

l i I l - CCMANCitZ PEAK RESPCNSE TEA.'t CECII.IST FO?t!'.A!!GN DESC VERITICATION PKG NO. LARGE BORE PIPE SUPPORTS I-S-LBSN- PAGE 3 0F~8

NON-RICID (LPSN) VERITICATICN A ACCEPT REJECT DATE

6. Support Welds (Cont'd)

R. Cracirs/ Fusion I. Welfer ID N/A N/A (For Information Ontv)

7. Concrete Expansion Anchers

A. Site /I.enath B. Embedmont tenath C. Solt Spacina D. Antularity

[ E. Concrete Damase k , P. Nut Engagement / Bearing .

8. Component Support Catalog Items A. Snubber

1. Angularity

2. Jan Nut Toreue

3. Perelleliss

4. Pin-to-Pin /

Cold Settina

5. Bearing Spacere

6. Thread Enneaemette

7. Safety Lock Wire

8. Eve Rod Threade

             ..:   c.. 55. Ra't ston 5 3

                                                .x.
        . .     .          -          .                    .       : - ,.                   ,,    .,, ,,   . ,           ,   -            + - -   .

Attachasnt 6.1

                       -                                                                                                       QI-029 Rev. 3
      /

( CCMANCHE PEAK RESPONSE TEAM C*dECKLIST

.('

F0FULAI!CN DESC VERIPICATION PKG N0. LARCE BORE PIPE SUPPORTS I-S-LBSN PACE 4 0F8 ~

                                                                                                                     ~                                 s NON.RICID (LBSN)                                                                                                       '

VERITICATION

                                           **3M                           ACCEPT      REJECT      DATE 8A. Snubber (Cont'd)

9. Eye Rod Thread Ensasement

10. 81adina/ Offset

11. Fasteners

12. Spherical .

Bearina B. Struts

1. Hardware

2. Rear Bracket Orientation

3. Annularity i \

4. Spherical Bearina t

                                       $. Eye Rod Threade

6. Eye Rod Thread Ensasement

7. Eye Rod Jan Mut

8. Sindina/ Offset

9. Fasteners

10. Bearing Spacers

! Vertical Load Pin

                                     !!. Bearina Spacer (s)

12. Torque of Load Stud

13. Para 11elisa I

G.' ? -10 7 . 61. . . .. .. . , I 4

              , . . ,                                                                       . ..                     .-.       _ ~ .                           _. _ . . _ . , . -       . -
              .m-                                        ~. s. .
      - :m t

r -

                                                                 , ,    .: ,     a_~ g .,                                                                                             _

Attechasnt 6.1 01-020 Rev. 3 COMANCHE P!AK RESPONSE TEAM - CHECKI.IST FQFL'LATION DESC VERIPICAT;0N FKC 30. ULRGE SORE PIPE SUPPORTS I-8-LSSN FACE 5 or 8~

                                                                                                                            ~
 )                        Il0N-RICID (L8SN)

VERIFICATION A I ACCEPT REJECT DATE C. Spring /Can Constant Support

1. Sise i 2. Travel Stops

3. Beae Attachment ,

I 4. Support Rod

5. Threads

6. Thread Inassement

7. Annularity e i

I 8. Fasteners i D. Low Friction Bearing Plates

1. Location

j 7. Plate Type

3. Lubricant

4. Corners f

1. Modified Component Support Catalog j

Items A. NPSI Sway Struts ! 1. Adjustable l Struts (1) Weld Size Profile Per 5.6.1 I Reinforcement Per 5.6.2 4 i s.r c.,.... w, .. .wn 4 \ I u 5

                                            ._..__...a_._..___.__.____.                        - . . _ _ _ . . , , .          _ . . _ _ _ _ . _ _ _ _ . _ _ _ _ _ _

                                                                                                                                                           + we Attachment 6.1 01-029 Rev. 3 3
     )

J' COMANCHE PEAK RESPONSE TEAM CIECEI.1ST P0Ft,'LATION DESC VERIPICATICH FKG 30. I-S-LBSN PACg 6- gy 8 IARGE BORE PIPE SUPP0tTS - NON-11CID (LBSN) VERIPICATICN A ACCIPT REJECT DATE

9. Modified Component Support Catalos Itene (Cont'd)

Undercut Per 5.6.3 Surface of Veld Per 5.6.4 offset Per 5.6.5 Cracks. Lack of Per 5.6.6 Pusion

2. Fixed Swey Struts (11) ,

Veld Size Profile Per 5.6.1 __ tainforcement Per 5.6.2 Undercut Per 5.6.3 Surface of Weld Per 5.6.4 Offset Per 5.6.5 Cracks. Lack of Per 5.6.6 Pusion B. ITT *Y** - id $ W.% v.* < Per 5.6.1 Profile Reinforcement Per 5.6.2 Undercut Per 5.6.3 Surface of Weld Per 5.6.4 offset Per 5.6.5 Cracks. Lack of Per 5.6.6 Pusion

^^'.LS. Levist:- 0 l '

C r 6

         , ,     +     ,,
                                        .- . . .c . . , . .      ...          .        .            - - .                      -. .               .   .
   .       -                           x                       .=       ..c :

.7 ,

i Attachment 6.1 Ql-029 Rev. 3 COMANCRE PEAK RESPONSE TEAN . CHECKLIST F0FL'LATION DESC 7ERITICATION PKG NO. LARGE BORE PIPE SUPPORTS I-S-LBSN pggg 7 og 8 NON-RIGID (LBSN) vtRIPlcATICN A ACCEPT REJECT DATE

9. Modified Component Support Catalog

.l Itees (Cont'd) C. Snubber Transition ! Kite j Weld Sise Profile Per 5.6.1 Reinforcement Per 5.6.2 Undercut Per 5.6.3 Surface of Weld Per 5.6.4 ' Offset Per 5.6.5 1 Cracks, Lack of Puoion Per 5.6.6 D. NPSI Forward Bracket Site 1/4 - 10

1. Bracket i Dimensione (1)

2. Brecket Welds (ii)

I Weld Sise Profile Per 5.6.1 + 4 Reinforcement Per 5.6.2 Undercut Per 5.6.3 Surface of Wald Per 5.6.4 Offset Per 5.6.5 Cracks, Lack of Puoion Per 5.6.6 Distortion (iii) Y ! cn -w . .: . - - -- e 7 ,

                                                                                                              = - - - - - - - - _ , , . .__,___

w c . ; ;; -- . ,.; ,

                                               . e;. ;..

Attachment 6.1 QI-029 Rev. 3 COMANCHE PEAK RESPONSE TEAM C3ECKLIST r9rGL.ATION DESC VERIPICAT;0N PKC 30. 1ARGE BORE PIPE SUPPORTS I-S-LBSN PACE~ 8 0F 8 NON-RICID (LBSN) - VERIPICATION ACCEPT REJECT DATE

9. Modified Component Support Catalog Items (Cont'd)

E. WPSI Porward Bracket Sise 35 and 100 Bracket Dimensione(1) Forward Brecket Walde (11) Weld Sise Profile Per 5.6.1

Reinforcement Per 5.6.2 Undercut Per 5.6.3 Surface of Wald Per 5.6.4 Offset Per 5.6.5 Cracks. Lack of Pusion Per 5.6.6 F. Dual Spring Cam Aeoemblies

1. Assembly

Dimenetens(i)

2. Weld Sises (ii)

Weld Size Profile Per 5.6.1 Reinforcement Per 5.6.2 Undercut Per 5.6.3 Surface of Weld Per 5.6.4 Offset Per 5.6.5 Cracks. Lack of Fusion < Per 5.6.6

                 --a    aa-  .-

ea .tston 0 8

    .~ .- -     -

o ::s. .., , ..-z,,, . Attcchm2nt 6.2 QI-029 Rev. 3 Page 1 of 1 SUPPLEMENTAL REMARKS VERIFICATION PACKAGE NO. . ATTRIBUTE (No./ Description) REMARKS i s i 1 t , i f j i l i INSPECTOR DATE a i ! QI-029.2 Revision 1

                           . .- ,          , v- ~ g.             :,. ... ; ,
                                                      . .                            .e                   . ..,

i Attscha:nt 6.3 QI-029 Rev. 3 Page 1 of 2 VERIFICATION PACKAGE NO. I-S-LBSN l

,                                                           INSPECTION TOOLS USED ATTRIBUTE                           TOOL CODE (s)               SER. f/CALIB. DUE DATE

1. Identification I 2. Location & Orientation i 3. Configuration i A. Components B. Materials C. Installation
D. Clearance

;                               E. Baseplates

4. Bolting A. Engagement d

B. Surface Contact C. Richmond Insert D. Locking Devices + E. U-Bolts F. Torque G. -Edge Distacca H. Grout-In Anchors i 5. Piping Welds A. Location B. Size is C. Profile . D. Reinforcement I E. Undercut F. Surface Condition G. Offsets , H. Cracks / Fusion l I. Welder Id. 1 4 1 i i INSPECTOR DATE f. QI-029.3A Revision 1

 -;   +            .     ..,.   .           ..  ..           ...t            - u .. . .
                                                                                                                        ..    . ... . . s .

1 Attachmint 6.3 QI-029 Rev. 3 VERIFICATION PACKAGE NO. I-S-LBSN INSPECTION TOOLS USED

ATTRIBUTE TOOL CODE (s) SER. #/CALIB. DUE DAiE l

6. Support Welds A. Location B. Size C. Profile D. Reinforcement E. Undercut F. Surface Condition G. Offsets H. Cracks / Fusion I. Welder ID

7. Concrete Expansion Anchors A. Size / Number

                      -B. Embedmont Length C. Bolt Spacing D. Angularity E. Concrete Damage F. Nut Engagement / Bearing

8. Component Support Catalog Items A. Snubber B. Sway Strut C. Spring Can/ Constant Support D. Low Friction Bearing Plate

9. Modified Component Support Catalog Items A. Wald Size B. Profile C. Reinforcement D. Undercut E. Surface of Wald F. Offset G. Cracks, Lack of Fusion

                                         .                                                                                                      1 INSPECTOR                                                DATE I

i ! QI-029.3B Revision 1 2 j

    -,;.=;=.w.___...-                                                    . . - . - - . . . - . . - _ , _ . _ - . . . ,

e, , . , . . ,; , ,, u. - :,. ,- .. v :- , .

                                                                                                             . . _ y.

Attachment 6.4 QI-029 Rev. 3 b INSPECTION TOOL AND CODES Page 1 of 1 CODE TOOL AF Angle Finder BL Bubble Level BS Boroscope BW 1/32", 1/16", J/32", 1/8" Wire CG Contour Gauge DF Dry Film Thiczness Gage FG Feeler Gages FL Flashlight FM Fibre Metal Fillet Gages GG GAL Fillet Gages HL Hi-Low Gage ' MG Magnifying Glass 1 MI Micrometers l MM Mirror l MN Magnet PB Plum Bob PR Protractor SC Slide Caliper SR 6" Rule , ST Steel Tape Measure TG Taper Gage TW Torque Wrench UD Undercut Gage (Dial) UP Undercut Gage (Pit) VC Vernier Caliper VT Visual Inspection s 4 O

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

  ,_.c:, . . . . . -   .-        . . . .           . . . , _ .s                  .                                , ..
!                                                                                                 Attachment 6.5 QI-029 Rev.          3 Page 1 of 1 VERIFICATION PACKAGE NUMBER
,         HANGER MARK NUMBER / DRAWING NUMBER i

1 BOLT EDGE DISTANCE (Informational) BOLT DIAMETER (inches) EDGE DISTANCE (inches) i, i i 1 I t I !O 1 i i Inspector Date O QI-029.4, Revision 1

a- ., . .

                                              + :. .s . : - 3.
                                                                     . . ., _3 , .. - . . . .- - . . - . - . . .

J Attcchaznt 6.6 QI-029 Rev. 3 Page 1 of 1 1 7 COMANCHE PEAK REVIEW l INSPECTION CHECKLIST l - l VERIFICATION PACKAGE NO. i HANGER MARK NO. .I i ' a e ADDITIONAL WELDS i j I 4 4 i i J I i 4 4 Inspector Date l l l l l l QI-029.5, Revision 1 , t ' _ ,a n- .u: ,.u___.___ -

                                       ^m                                      -                    ~^                        ^"

l Attachment 6.7 QI-029 Rev. 3 Page 1 of 1 RStFACE OF ' VENTICAL MEMScts CONCAVE . C:AfvCX FILLET WELD FILLET . saZE Or sunFACE OF e WEk0 / N0ftizGNTAL MEMSERS \

         - :;                          b            \               THE0ftETICAL TMat0AT                        b,_0F
                  --                                              EDUAL LES PILLET WELD                         WELD
                     ' :. IIOTE2    THE "SZE" IIISCRISED      RIGHT 0FISOSCILES Afd EQUALTIllANGLE.

LES FILLET WELD IS THE THEORETICAL LENGTM THil0 ate 0.7 OF THE;:LAft0EIT* *. ~ .;.;. s SIZE. SURFACE OF CONCAVE _ o CONVER FILLET WELD FILLET SIZE OF SultFACE OF' waLo / n0mzoNTAL MEMSet N a ' ' " THEontricas. THn0AT -- UIdEOUAL LES FILLET WELD 8007E: FOR uMEcuaL LER FILLET WELDS THE SZE OF THE WELD IS THE LES LENGTHE OF THE LAASE57 ISSMT TISAflSLE WH404 CAN BE IfeBCESED WITHAL THE PILLET WELD CROSS.SE=Tlost i Ple. NP 44271 SIZE OF PILLET WELDS CONCAVITY If the profile of the fillet weld is concave, verify the minimum theoretical throat per the table below is attained. Fillet Size (s) Minimum Theoretical Throat 1/8" 0.88" (*3/32) 3/16" 0.133" (*5/32) 1/4" 0.177" (*3/16) 5/16" 0.221" (*1/4) 4 3/8" O'.265" (*9/32) 7/16" 0.309"(*5/16)

1/2" 0.354" (*3/8) 5/8" 0.442" (*15/32) i 3/4" 0.530" (*17/32) 1 7/8" 0.617" (*5/8) 1" 0.707" (*23/32)

denotes conversion O

*~

J ~u y ~ y

                                                                                                                                            ^
                                                                                                                                         ^       ^^
     -w
                                                                                  ..f z ,               _                                     _

Attachment 6.3 QI-029 Rev. 3 ^

s s' Page 1 of 1 l COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST 1 BUTT WELD HEIGHT REINFORC"2.NT

                                                                                                                                                                                                 -l PIPING For double welded butt joints and single welded butt joints the reinforcement shown shall apply to the outside surface. The reinforcement shall be measured from the higher of the abutting surfaces involved.

., Nominal Maximum Thickness Reinforcement ' Inches Inches Up to 1/8, incl. 3/32 4 Over 1/8 to 3/6, incl. 1/8 over 3/16 to 1/2, incl. 5/32

over 1/2 to 1, incl. 3/16 Over 1 to 2, incl. 1/4 Over 2 The greater of 1/4 in. or 1/8 times the width of the weld in inches, i

l , REINFORCEMENT OF BUTT WELDS (NF) The height of reinforcement on each face of the weld shall not exceed the j following thickness: i Nominal Maximum Thickness Reinforcement . Inches Inches Up to 1, incl. 3/32 Over 1 to 2, incl. 1/8 . Over 2 to 3, incl. 5/32 i Over 3 to 4, incl. 7/32 Over 4 to 5, incl. 1/4 over 5 5/16 l O 1 a

      '7Z'"'-~~~~~~ ~ ~ ' C L , i d *. . '_,. _ . .

_ , ...,_i_._.,__.,___.__m_....,_,-._

                                                                                          .,__.,,_,,,,__.,.-,._..._,m___.,__,.,__.                             , _ _ _ _ . _ . _ _ _ _ _ _ _ _ _

e- ;

                                                                 .9..          . '.       ]      n            - -

g -~ Attachmant 6.9 QI-029 i Rev. 3 Page 1 of 1 Ox i COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST ; I l . TABLE A MATIMUM ALLOWABLE OFFSET IN FINAL WELDED JOINTS l Section Thickness Direction of Joints In Inches Longitudinal Circumferential Up to 1/2, incl. 1/4t 1/4e over 1/2 to 3/4 incl. 1/8 in. 1/4t Over 3/4 to 1-1/2, incl. 1/8 in. 3/16 in. Over 1-1/2 to 2, incl. 1/8 in. 1/8t Over 2 J. esser of Lesser of 1/16t'or 3/8 in. 1/8e or 3/4 in.

                 *t - nominal thickness of the thinner section of the joint.                                                                 i TABLE B ii MAXIMUM ALLOWABLE OFFSET IN FINAL BUTT WELDED JOINTS

. Section Thickness Maximum Allowable Inches Offset l Up to 3/4, incl. 1/4t*

Over 3/4 . 3/16 incl. 1 i

*t = nominal thickness of the thinner section of the joint.

G 1 1 1 !O t l

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

                   '   ~
                                .. . 1. ;;."-,,,%.    .           .          7,              . .. . > . :                .

l Atteche:nt 6.10 QI-029 Rev. 3 Page 1 of 1 i l COMANCHE PEAK REVIEW TEAM l INSPECTION CHECKLIST

WELDER IDENTIFICATION l 4 he 5 VERIFICATION PACKAGE NO. HANGER MARK NO. l WELDER IDENTIFICATION i i i l i

i. -

i e l # L } Inspector Date , QI-029.6, Revision 1 f 4

   . - -:--- ;z 2.     . .:. :_ ::: = ; z: . . -._ : 2 : _ , .. .    . - . . , - . . - . - , _ _ . . . - . _ . . . _ . .               - _ _ _ _ . . . . - . _ . . _ _ . - . . . , - . . . . , . . -

T' , p . , ; ., - ~_ y7'

v_.C- W- .

                                                                                                                                                         ^ {.' s Attachment b.11

' QI-029 Rev. '- Page i of 1 COMANCHE PEAK REVIEW TEAM

                                                                            .                                                               INSPECTION CHECKLIST                                                                             .

d VERIFICATION PACKAGE NO. HANGER MARK NO../ DRAWING NO. MATERIAL IDENTIFICATION l ITEM NO. DESCRIPTION IDENTIFICATION INFORMATION i ( i 8 1 i, 1 I I i Inspector Date ! QI-029.7, Revision 1

c '

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

Attachment 6.12 QI-029 Rev. 3 Page 1 of 1 COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST - VERIFICATION PACKAGE NO. HANGER MARK NO./ DRAWING NO. PIPE CLAMP HALVES PARALLELISM ENTER ALL DIMENSIONS, TO NEAREST 1/32", IN INCHES 1 2 3 S1 S2 A Si and S2 dimensions are taken at opposite sides of the clamp. B O

Comments:

                              "S"  dimensions on the same side of the clamp at points 1, 2 and 3 shall be within 1/16" of each other to be acceptable. Also, the clamp shall be not more than 1/16" out of parallel from side to side at points 1, 2 and 3 to be acceptable.

(At Ceufts es was mu) 2(At two es c.uw,)

t (67 casus es amp)-- __ gjpg g p t

m n

                                                                  ,      o i

[\ ' A L , I

                                                          -                                                    l 0                                                         %

Inspector Date QI-029.8, Revision 1 l

         ,  .                                . = .. ,

Attrchm nt 6.13 QI-029 Rev. 3 Page 1 of 1 V COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST VERIFICATION PACKAGE NO. . HANGER MARK NO./ DRAWING NO. SNUBBER SERIAL NO. SNUBBER ADAPTER PLATE BOLT THREAD ENGAGEMENT LENGTH SOLT

                                            /                    N

tp - nominal thickness gb
h\ } of snubber adapter plate.

Db D3 - nominal bolt

                                              .f               N                                                           diameter.

ThAchp3 f f db - d*Pth of recess O / sN -

                                              ,        s .,
                                            /                     ,

SMU68 Eg .lA' , -, ' ACAPTER SNuSegg ACHPTER P(ATE BOLT tp D d t., t. ! 1 2 3 4 O Inspector Date QI-029.9, Revision 1

                                                                                                                                           ~
                                             ._.~..                   .                                                                .
                                                                ~    a _ a ::              ~                 . . -             . - - - . . . . - . . - . - -

Attachment 6.14 QI-029 Rev. 3 Page 1 of 3 O- COMANCHE PEAK REVIEW TEAM INSPECTOR CHECKLIST VERIFICATION PACKAGE NO. . HANGER MARK NO./ DRAWING NO. SNUBBER / STRUT SERIAL NO. SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS FORWARD BRACKET / PIPE CLAMP

                                 ~k                                     NUMBER OF SPACERS INSTALLED ON
                          ,                              SPACER         EACH SIDE OF SPHERICAL BEARING
                                           .             NOMINAL THICKNESS 7s s Sno w r                      SIDE G                                         SIDE G 2

5' ,5

                      \ (~) h                     -

m Scherical \ \ RESULTANT GAP = seering - -

                                   \
                      \\N\

G1 + G2 = RESULTANT GAP Brackat or Pipe Clamp I O Inspector Date QI-029.10, Revision 1

_ :.. _~ L '- - Attachment 6.14 QI-029 Rev. 3 COMANCHE PEAK REVIEW TEAM INSPECTOR CHECKLIST s VERIFICATION PACKAGE NO. , HANGER MARK NO./ DRAWING NO. SNUBBER / STRUT SERIAL NO. SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS

                                 -G2                                         REAR BRACKET El*                                                          NUMBER OF SPACERS INSTALLED ON
                                                .Stmt        SPACER       EACH SIDE OF SPHERICAL BEARING J<;p              g [w           NOMINAL _

THICKNESS SIDE G SIDE G 2 s' 2 x

                   \     (*) \      '

Q' _ s a uNM pacar A spheHeal \ \ ' s=Hng --

                                    \
                   \                                         RESULTANT GAP =

G1 + G2 = RESULTANT GAP Bracket - or . Pipe Clamp a

O Inspector Date l

l QI-029.10, Revision 1 2 l

                .l -                                             l 3,; . .- :.. 3
                                            ~
                                                      ~       .:                                      .                                   .

Attrehment 6.14 QI-029 Rev. 3 COMANCHE PEAK REVIEW TEAM INSPECTOR CHECKLIST VERIFICATICN PACKAGE NO. , HANGER MARK NO./ DRAWING NO. SPHERICAL BEARING GAP - SWAY STRUTS AND SNUBBERS SPACER THICKNESSES j XRB SIZE

SPACER THICKNESS EACH 06 1/8" 08 1/16" i

10 3/32" 1 12/14 3/32" 20 11/32" 24 5/16" 36 13/32" i SPC PIPE CLAMP SIZE

SPACER THICKNESS EACH i 06 5/32" j

08 3/32" 10 1/8" 12/14 3/16" 20 3/8" 24 3/8" 36 1/4"

Nominal Dimensions i

NOTE: Rear Brackets for struts and snubbers may be designated SRRB or SMRB, but the size no. only is important. Size 06 should be used for snubber sizes i and i. . i l i O i QI-029.10, Revision 1 3

L ' s' :: ..- -lL; ~: . Attrchment 6.15 QI-029 Rev. 3 Page 1 of 2 HILTI ANCHOR DESIGNATION AND SETTING REQUIREMENTS Minimum Embedment (Before Torque) , Stamp on Actual Length Nut , Anchor Bolts Sizes KWIK Super Kwik of Threads Thickness A. 1/4 x 1 5/8 1 1/8 - 3/4 7/32 i l B. 1/4 x 2 1/4 1 1/8 - 3/4 7/32 3/8 x 2 1/8 1 5/8 - 7/8 11/32

c. 3/8 x 2 3/4 1 5/8 -

7/8 11/32 1/2 x 2 3/4 2 1/4 - 1 1/4 7/16 D. 1/4 x 3 1 1/8 - 3/4 7/32 E. 1/4 x 3 1/2 1 1/8 - 3/4 7/32 3/8 x 3 1/2 1 5/8 - 1 1/8 11/32 1/2 x 3 3/4 2 1/4 - 1 1/4 7/16 5/8 x 3 1/2 2 3/4 - 1 1/2 17/32 F. 3/4 x 4 1/4 3 1/4 - 1 1/2 5/8 4 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

s. . _ _ _ _

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. - . _ _ _

4

 . . ~ -
         ~~. .::::L_ ,, LC . , . L ...: - . - -.~--~- , - . ,, _ - .. ,--,,..,-__.-.-.-_--.-----,.n--.,                              ,,~-,-,r-. -. , - , , , - - -

n . , Attrchment 6.15 QI-029 Rev. 3 O HILTI ANCHOR DESIGNATION AND SETTING REQUIREMENTS Minimum Embedmont (Before Torque) , Stamp on Actual Length Nut , Anchor Bolts Sizes KWIK Super Kwik of Threads Thickness R. 1/2 x 10 2 1/4 - 1 1/4 7/16 3/4 x 10 3 1/4 - 1 1/2 5/8 S. - - - - - T. 1/2 x 12 - 3 1/4 1 1/4 7/16 1 x 12 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 12 5 1/2 8 1/8 3 1/4 1 1/32 U. 1 x 13 1/2 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 13 1/2 5 1/2 8 1/8 3 1/4 1 1/32 y, . . . . - W. 1 x 15 - 6 1/2 2 1/4 27/32 1 1/4 x 15 5 1/2 8 1/8 3 1/4 1 1/32 X. 1 1/4 x 16 1/2 5 1/2 8 1/8 3 1/4 1 1/32 Z. I 1/4 x 18 5 1/2 8 1/8 3 1/4 1 1/32 DD. 1 1/4 x 22 - 8 1/8 3 1/4 1 1/32 EE. 1 1/4 x 23 - 8 1/8 3 1/4 1 1/32

Bolts of 19-inch length and greater may be stamped with number corresponding to the bolt length in inches in the same manner instead of the stamped letters as listed above.

O 2

                 ,.      -c  .-      .,l  v    .a   ,
                                                                                                  ..7. .
                                                                              , Att chment 6.16 QI-029 Rev. 3 Page 1 of 1 MINIMUM SPACING BETWEEN HILTI EXPANSION ANCHORS

Hilti '

Anchor 1/4" 3/8" 1/2" 5/8" 3/4" 1" ' 1 1/4" Size Hilti Hilti Hilti Hilti Hilti Hilti Hilti 1/4 2 1/2 3 1/8 3 3/4 4 3/8 5 6 1/4 7 1/2 5/16 2 13/16 2 7/16 4 1/16 4 11/16 5 5/16 6 9/16 7 13/16 3/8 3 1/8 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 5/8 4 3/8 5 5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 3/4 5 5 5/8 6 1/4 6 7/8 7 1/2 8 3/4 10 7/8 5 5/8 6 1/4 6 7/8 7 1/2 8 1/8 9 3/8 10 5/8 1 6 1/4 6 7/8 7 1/2 8 1/8 8 3/4 10 11 1/4 1 1/4 7 1/2, 8 1/8 83/4 9 3/8 10 11 1/4 12 1/2 O Dimension in inches.

The minimum spacing outlined in the above chart applies to Hilti. anchors detailed on separate adjacent fixtures.

Hilti bolts details on an individual fixture drawing may have less than the minimum spacing tabulated above. O

s-

                                .=   ..u    . .g  n    .g       j   _                  , 7_                     __

Att chment 6.17 QI-029 Rev. 3 MINIMUM ANCHOR CLEARANCES

i MINIMUM DISTANCE TO Abandoned Hilti Anchors or Hilti Richmond Screw Anchors Concrete Edge
Holes and Embedded Anchor Anchor Size 1-inch 1 1/2-Inch (Note 1) Bolts that are Cut Off**

1/4 7 5/8 12 1/4 1 1/4 1/2 3/8 8 1/4 12 7/8 1 7/8 3/4 1/2 8 7/8 13 1/2 2 1/2 1 5/8 9 1/2 14 1/8 3 1/8 .1 1/4 3/4 10 1/8 14 3/4 3 3/4 1 1/2 1 11 3/8 16 5 2 , 1 1/4 12 5/8 17 1/4 6 1/4 2 1/2 t O , o Measured Center-to-Center of anchors and anchor center to edge of concrete in inches.

       ** Minimum spacing between holes covered by this column shall be measured center-to-center and based on size of hole being drilled.      (e.g., Pilot hole spacing is based on pilot bit size.)

Hilti bolts may be installed as close as practical to unused Richmond Screw Anchors which have been plugged (i.e., grouted, Richmond Screw-in plug or snap-in plug, etc.). NOTE 1: Where embedded angles are used for framing water tight door or removable block wall openings, the minimum clearance from center line of Hilti anchor to the opening edge is 5 inches + 5 times the Hilti anchor diameter. l O ; l E r r _ ~._:2:1 _

                        - y.,                  -
                                                                                                    .   .a Attachment 6.18 QI-029 Rev. 3 Page 1 of 1 MINIMUM CLEARANCES TO EMBEDDED PLATES Where the embedded steel plates are occupied by attachments within minimum                        -

distances shown below, the minimum clearance to Hilti Anchors shall be at - follows: Hilti Anchor Nelson Stud Edge of I' late 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 0 3/4 m Dimensions are in inches. Distance measured with reference to center of bolts and studs. Where location of the nearest Nelson Stud can be determined from the "S" stamps on the embedded steel plate, the minimum center-to-center clearance to the Hilti Anchor as shown above shall govern. Where location of the nearest Nelson Stud cannot be so determined, the minimum clearance to Edge of Plate as shown above shall govern. w g a.s : n a W

                                       ,   - -          ,1 -

f')pf4 O _, - AsJn rt f 9 l

                                           .             - _ _ ..       ._, a -..                    . - - -.             s-..- - ~ - -         u -

Attechm:nt 6.19 QI-029 Rev. 3 - Page 1 of 1 O ANCHOR ANGULARITY

ANGLE GREATER THAN O' 6 .. ANCHOR IS LES3 THAN 6

1

          .                                                       O. UT OF PLUMS .

PLUMENESS GAGE . STAMP ON , . -. GAGE 6 i O ' 3-

                                                      \g            i      l   i  --

SUF. FACE OF ANCG.ED PLATE I r , I f u

l

                                      ' SPACER PLATE 3
                   /    .
                                                                                                                     /

l

Use this or other acceptable devise in determining acceptable angularity.

O i i

   ~ ' '

Attachment 6.20 QI-029 Rev. 3 NUT BEARING l BEVEL GAGE (SEE SKETCH BELOW) ANGLE GREAT?.,M g THAN O* .'. CONTACT

                                                                                                   "                  IS UN!.CCE.: TABLE EEVELED ,WAS'iER                                                            -

s I I I

                                   /                         4 r

A 1

                              ~                                                                  *                                         --

I

                                                                                                                   )
                                )                                                                                '

f O .

l 1 * '

I I i i GAGE FCR EACH .s t BOLT OtAMEM 37 l ' IV4 f4,he,k,bo,/,I 4 3 (t 8s" T'. D 0 lm s t j 30LT DIA.+ 6- T( s.*1,', s, o l

                                                                                -J.,-

J d O l

I I

    - ...,,,-..,-,.-,._,,L,,-_._,,
       ~--                                                                      . - ,,,,                                                          , . , . - ,

 ,,.._,                _q     . ;.: -

_._:_21 Attachment 6.21 QI-029 Rev. 3 Page 1 of 55 O, TYPICAL INSPECTION DRAWINGS INDEX i

Drawins Title Pase , Welded Beam Attachment (BBU & BBD) 2,3 Welded Attachment (BWA) 4 Heavy Hex and Heavy Jan Nuts (FHJ/FHN) 5 Hex and Jan Nuts (FXJ/ FIN) 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 Weldlese Eye Nut (REN) 21 End/ Full-Thread Rod (RET /RFT) 22 Forged Eye Rod (RFE) 23 Rod with Plate Eye (RPE) 24 Forged Steel Clevis (RSC) 25 Turnbuckle (RTB) 26 Welded Eye Rod (RWE) 27 Washer Plate (RWP) 28 Adjustable Length Snubber (SMA) 29, 30, 31 Fixed Length Snubber (SMF) 32, 33, 34 Strut / Snubber Pipe Clamp (SPC) 35, 36, 37, 38 Strut / Snubber Riser Clamp (SRC) 39, 40, 41 Fixed Length Sway Strut (DRB) 42, 43 Adjustable Sway Strut (SRS) 44, 45 Shia 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 . 1 O

                                                                                                                 .                                                         i Attachment 6.21 QI-029
                                                   -              -'                                                                                        Rev.3 0                   -                         -

1, uaTeaia'- RAR ASM SA-34 l e5 scLT Astm Aso7. sa-3c7 H EUT ASTM A-543 Crede A PIN ASME SA.34 Y,g J;; ... .. .. T.)., g n- 1 r. - --- - ..g4 . 88U 880 noo s1:1 CATALOC COM BOLT SIZE STOS $111 1 CAha* (nsu) Aftu) ! 1/16 (san) _ s(tw) t 1/16 (see sete 1) s(tu) (see sete 2) 03 3/8 03 1/2 2 s 1/4 i 04 1/2 04 S/8 - 2 a 1/4 OS $/8 OS 3/4 2 a 1/4 04 3/4 04 7/8 21/2 a 3/8 OF 7/8 07 1 21/2s3/8 08 1 OS 1 1/8 3 a 1/2 09 11/8 09 1 1/4 3 a 1/2 la 1 1/A 10 1 3/8 4 s S/S 12 1 1/2 12 1 S/8 3 s 3/4 j 14 1 3/4 14 1 7/8 3 a 3/4 16 2 14 2 1/4 6 a 3/4 la 2 1/4 18 2 1/2 6 s 3/4 20 , 2 1/2 to 2 3/4 4 a 3/4 l i, . i l , NOTES: , i 1). 1 1/4 and larger are pine with setter pins. l 2). Width 01a. any verv + 1/8. l , Thishness Ota. any very 31/14. . I 1 l l l l I Taft.E. TTP1 CAL INSFECTION ORAWI*.iG Wil.DED BLut ATTACMMENT This drawins is for inspection purposes eniv. I N'.hG NC. 380/38U ACv' Snt O '

2. . . . . . . .

                                                                                                                                                           )_.             !

b .

                                                                                       '. " $ ~
                                                                                         .                                                                              L
  .-_ m_ .                   -

u

i

                                        -                                                                                      Attachment 6.21 QI-029 e

i Rev.3 i MATERI AL *. - I r 't i [ l aan ama sa-M c [ _1 em ama sa-a ! 1 i I . - P e , I ..

                                                            +        -                                                                        ,

i 'l t I armas ess I g g. . altm .. U4 . M 3 7 i Sa 3 ua 8 i a s un s I M . 3 ua 9 l M a 9 . n s ua u . a a ur - u l i a a us u i I

              .                     m                     s                           u                                             .

se : us n l NOTES. , l O l j i 1 ! 4 i TifLE i TTF1 cal USPL" TION ORET!36 e Th&a drawtas La ter taspeestes purposee esly i NWG NQ. A Ev. Sn T. I ass /390 0 .#, l l e i ' S 1 J A* 6,

   . - - . - __        _ .-         _-    _m          _     - _ .          .      , _ _ _     . _ . _ _ . . _ _ _ _ _ _ _ . -                     .___ _ _ _ _                        _ _ _ _ _ _ _

w -.:.-..- . a :. - ~ .- _ .. .-.--.s Attachment 6.21 QI-029

               . .                                 .                                                                                                                              Rev.3 j                  ,                       , _ , _                  __

1 l _ w - MATERIAU _ ASIE $4-34 i 4 i g mu.u - s i i n' ,s

                                                                             ~              -

r.ym . l }l cat 4 Loc caos utts) t t/8 suus t 1/14 gua 46 2 1/2 , S/8 gua - 95 2 1/2 3/4 gua . de 3 7/8 1 '

                                       .      .A . .,                              2                                                i

' . gua . og 3 U2 1 1/8 i sua . et 4 1 1/4 l BuA - 10 4 1/2 1 3/8

l suA . 12 5 1/2 1 S/S i sua . 14 3 1/2 1 7/8 l

BMA - 14 4 1/2 2 1/4

         .           .                        auA - 18                           4 1/2                                          2 1/2 l                                              gua . 20                           7 1/1                                          23/4 4

gua . 22 8 3 - ! gua . 24 9 3 1/4 i mA . 24 le 3 1/2 3 3/4 as4 2a 10 NOTES: . I i i i i l 1 l I i TifLC' ) l TTF1 CAL 1357ECTIolf DRAW 13C

w,'wn menww n i This drewtag is ier taapesales purposee sely. gmmee g peo ar v. SMT j guA T g ,, 1 A .-- --

Attachment 6.21 QI-029

                              .                                                                                                                                                                                            Rev.3 MATERIAL                                                     -

o ASTM A = $43 Crede A er A = 307 t \ e { I CATA14C C308- WkWN AC30$$ FLATS . (MJerFW) W ,(IN) A 1/14 unless seted otherw'ise ( 1/4 3/8 1/2 11/14 1 1/32

                                                                                                                                                    -    1/32                                                                            I 1/2                                                                           7/8

S/8 1- 1/14 .

. 3/4 1 1/4 7/8 1 7/14 I 1 1 3/8 1 1/8 1 13/14 *

              .          1 1/4                                                                          2

e 1 3/8 2 3/14 1 1/2 2 3/8 -

1 3/4 2 3/4 , 2 3 1/8 . I 1/4 3 1/2 2 1/2 3 7/8 2 3/4 4 1/4 . 3 4 S/8 - 3 1/4 5 F i 3 1/2 5 3/4

4 4 1/8 4 1/2 4 7/8 M8 1)FitJ is approminately half the hellht of FM.

J l fifLE; TYPICAL IMSFtCTICW DRAWINC REAVT BEI AlfD REATT JAM WUTS . AE v. 5MI This drawing is for inspecties perpesas eniv. N84G Na

_ _ _ _ _ w_....._.__ -

                                                                                    . _ _ .       .__m._...   . . _ . . . _ .       --_ _ ..

Attachment 6.21 QI.029 e . . . . .. .. -. . 8 Rev.3 0 l MATERIAL : l o e ' ASTM A = S43 Grade A

                            }     l           \                                               er                                               \

ll Il Wp A = 307

FE) *

                                      --            - -. . F.

(FU er FBI) Up (15) 1/14 unlese seted otherwise 1/4 7/16 1 1/32 . 3/s . 9/14 t 1/32 1/2 3/4 S/S 13/14 i 3/4 1 1/8 7/8 1 3/14 j 1 1 1/2 1 1/4 1 11/14

               .                      1 1/4                     1 7/8 1 3/4                     2 1/16 1 1/2                     2 1/4                                                        ,

[ 1 1/4 2 5/8 I 2 3 i

                 .tEU. '

t 1.) Flet m.y be used ta place of FIN. [ 2.) FRJ may be used in place of FM.

3.) FM is appreminately half the height i

ef FXII. l TsTL E. TYFICAL INSFECT134 DRAWINC 3 Krv Avn fitt MIM1

This drawing la for inspection purposes only. ;;pmag No. RCv. SMT Fvti m 0 1 eft h

a __

                                                                       ..S*

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

Attachment 6.21 QI-029 Rev.3 O i i

e.e . v sat soft 1 7 i . e6

                                                                                                                                                                         ~
                                                                                        ?!                                                                             i
                                                                   .                    w I                                                   L A           .

(3d"es&Jt,)' . l i A

y, 7 i Typ/w V l h6

V b

T in's /is" f'

                       *                                                           (TVM 4

sentNC Pt. ATE WELD g %) s 3/16 18) l 9-11 1/2 1 12 14 1/2 3/14

!                                                                     15-17                 3/4         1/4 i                                                                     16 20                 3/4         1/4 21 22                 1           3/8 l

Wtt: ,

1) Seekee time illustrates the plesoment )

1 ei the sessed sensessing piste. l I 1 i O ' TTP! CAL 1218FCCT!0N ORAW1:4C I "C-TYPE $7AINC 1 This drewtag to for taspeetten perpeces only, QMwiNG MO. REY. SnT

!                                                                                                                                                             1 of i C.TYPT staf *:                       0 l             J 1                                                                        \

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

                                                       .                 i..l .               I.-. ^.~~ . a - . .. - .. - . . - - .                     .

f

                           .                                                                    .                               Attachment 6.21 OI-029
   .                                                                        . . .                 . . .     ..                        Rev.3 0                                                                                              .

MATERIAL:

                                 .      _ge          g".        g]5g                    .                  ,, 3, l
                                                                                      ' BOLT -ASTM 6-307
                                   ".       f w
                                                          ,                             wr      -asix         Su ORME A                               i
                         \ 1              H s ,/             . u                 l .-.
                                                   -l        '                                                                                  '

l mc - I PTC stoat st2 scN. P!Pt 801.T CATAIAC CODE t a V (IN)

                                    #De er FTC)

SIZE (!W) (see Wees 1) 3(13) ! 1/16* ! , 4 004-0104 1/2 1/4 a 1 3/3 ? 006-0104 3/4 1/3 x 1 3/g 006-4203 3/4 1/4 a 1 1/2 010-4104 1 1/8 m 1 3/s 010-4205 1 1/4 m 1 1/4 1/2 0 . 012-0104 012-020$ 013-4104 1 1/4 1 1/4 1 1/2 1/4 a 1 1/4 a 1 1/4 1/4 a 1 3/8 1/2 3/4 013-0203 1 1/2 1/4 m 1 1/4 1/2 ! 020-0104 2 1/8 a 1 3/3 j 080-4205 2 1/4 a 1 1/4 1/2 020-0304 2 3/8 a 2 3/4 023-4205 2 1/2 1/4 a 1 1/4 3/8 1 025-0304 2 1/2 3/8 s 2 3/4

               .                      030 4 205                3                  1/4 m 1 1/4                          3/s

. . 030-4304 3 3/4 a 2 3/4 035-0203 3 1/2 1/4 a 1 1/4 S/g 035-0304 , 3 1/2 3/8 a 2 3/4 .. 040-0208 4 1/4 g g/4 3fg

040 4 300 4 3/8 s 2 3/4 1 046 0410
4 1/2 a 2 1/2 1 I

040-4312 4 S/s a 3 g 1/4 i NOTES:

1) TMahmese, t. any vary i 1/16.

Width, V, any very 11/4 l l 13IkEYtF1 CAL INSPECT!JN DRAWING CAASON STitt. P!Pt CLAMP 3 thte drawins to ter inspeesten purveses only. ""* yec/ pre T* g",l6 6 L_ _- -

                                                                  . .. p
                                                                        - - -                                  - - - - - - -~ ~

k'

                                                    --.x--.--.                . . . - . -     . .-. . . . . - - - - . .              .      . -

Attachment 6.21 QI-029

          . . . .                                                 .                                                           Rev.3 O

CATALOC CODE 50M. P1Pt . 301.T (Poc or Prc) 4tts (1m) (see nece 1) s(ru) ! 1/16 1/4 a 1 1/4 0$b 8203 $ S/8 030-0304 5 3/8 a2 3/4 0$0 0410 3 1/2 2 2 1/2 1 0$0 0$12 S S/S a3 1 1/4 060 030s 6 3/4 a2 3/4 060 0410 6 1/2 a 2 1/2 1 066 0512 4 S/S a3 1 1/4 060 0616 6 3/4 s4 1 1/2 000 0304 8 3/8 a2 3/4 '. 900--410 8 1/2 a 2 1/2 1 080 0$12 8 S/S a 3- 1 1/4 . 900 0616 4 3/4 s4 1 1/2 1060410 10 1/2 s21/2 1 1060512 10 S/S a3' 1 1/4 10k M 16 10 3/4 s4 1 1/2 100 M 24 10 3/4 a6 2 l 12& O410 12 1/2 a 2 1/2 1 120-0512 12 S/8 a3 1 1/4 ' 120-0616 12 3/4 s4 1 1/2 120-M24 12 3/4 s4 2 120 0824 12 1a6 2 1/4 140-0410 14 1/1 a 2 1/2 O 1 14&0512 14 . S/S a3 1 1/4 146 0616 14 3/4 s4 1 1/2 , 14&O424 14 3/4 s6 1 3/4 140 0024 14 1a6 2 1/4 160-0410 16 1/2 s 2 1/2 1 166-e$12 16 5/8 a3 1 1/4 160 0616 to 3/4 s4 1 1/2 160 M24 16 3/4 s6 1 3/4 166 0824 16 1a4 2 1/4

                .         16&0032                 16                      1m8                        2 1/2
         ,                180 0$12                18                    $/8 s3                       1 1/4 180-0616                18                    3/4 x4                       1 1/2 18&M24                  18                    3/4 a6                       1 3/4                      .

18&OS24 18 1a6 2 1/4

        .                 18&OB32                 14                      1s8                         2 1/2 186 1928                14                   1 1/4 s 7                      2 3/4 200-0512                20 '                   S/* a 3                      1 1/4 20kM14                  20                    3/4 s4                        1 1/2 200 M24                 20                    3/4 s6                        1 1/2 200 0024                20                       1a6                            2 200 0832                20                       Ia4                .       2 1/8 NOTES *

1) Thiaksees, t, may very 11/16.

W14th, W, may very 11/4 O El.0 TYP! CAL INSPECTION ORAWINC CAASON STItt F1Pt C1. AMP i This drawing la for inopostion purposes only. cgung mo. A f.v. SM T. PDC /PTC 0 2 ef 4 W j . 9

__.[.. _n '" ..[_ [.i-

                                                                                                                                                            ..._.U.U    - -            --
                                ,                                                                                                                                    Attachment 6.21 QI-029
                                                                                                                     ,                                                       Rev.3        ,

O- = ag

                                                  ,,m0 80.                                              .n-              ,ro                             Bou l
                                                  <,    .. m ,                                Sm u.>                    a.. .. u                   . n.> e m e 200.i.28                                            20                 im.,
                                          .        =0-0,n                                              u                    m a3                         2 11m,4 220 0616                                            22                   3/4 x4                       1 1/2 220 0624                                            22                   3/4 a6                       1 1/2 220-0824                                            22                       8 a6                       2 220 0832                                            22                       I a8                     2 1/4 220 1028                                            22                1 1/4 a7                        2 1/2 j                                                   240-0$12                                            24                   $/4 a3                       1 1/4
;                                                  240-0616                                            24                   3/4 s4                       1 1/2 240-0624                                            24                   3/4 a6                       1 1/2                         '.
                                 .                 240 0824                                            24                       1 a6                          2 240-0832                                            24                       1 m8                     2 1/4 240 1028                                            24                1 1/4 s7                        2 1/2 240-1332                                           24                 1 1/2 a8                             3 260-0624                                           26                   3/4 a6                        1 1/2 260-0824                                           26                        1 a6                     1 3/4
;                                                  260-0832                                           26                        1 a4                         2 260-1028                                           26                 1 1/4 a7                        2 1/2 240 1232                                           26                 1 1/2 a8                             3 i

388 0624 28 3/4 m4 1 1/2

;                                                 280-0824                                            28                        L a6        .            1 3/4 200-0832                                            23                        I a4                         2 280-1028                                           28                1 1/4 a7                         2 1/4 O                                     200 1232 200-1240 300 0624 08 28 30 1 1/2 s8 1 1/2 a10 3/4    *4 a

2 3/4 3 1 1/2 300-0824 30 1 a6 1 3/4 300-0832 30 1 s8 2 300 1028 30 1 1/4 x7 2 1/4 i 300 1232 30 1 1/2 8 2 3/4 i 300-1240 30 1 1/2 sl0 3 320-0624 32 3/4 a6 1 1/2

320 0824 32 1 a6 1 3/4 320-0832 32 1 38 2

                               ,                  320 1028                                           32                  1 1/4 a7                       2 1/4 320-1232                                           32                 1 1/2 a8                        23/4 I

320 1240 32 1 1/2 alo 3 ** 340-0624 34 3/4 a6 1 1/2

                              .                   340 0824                                           34                        I s4                     1 3/4 340 0832                                          34                         I      S                      2 360-1028                                           34                 1 1/4 s7                        2 1/4
;                                                 340 1732                                           34                 1 1/2 aa                        2 3/4 1

340-1240 34 1 1/3 s LQ.. 3 NOTES: i 13 Thiaksese, t, may very A 1/16.

;                                            Width, W, may very ! 1/4 l

O TIfl. t . bhskhNk cN' - This drawin8 is for ineneesion puruses .niv. gMAanGMC.

                                    '                                                                                                                                RE v.       iSnf l                                                                                                                                             POC/PTC                 0           1 of 6

) LO f

  <_,__,__..~.---e--.--------                               . - - * - - - * - - - ~ - - - - ' - * ' * - - ' ' '              ""                       '

               '     -                                _2 . '. ; _, . .           .
                                                                                                                                 -~

Attachment 6.21 QI-029 Rev.3 i O C&T4LDC C00C NOM. P!PE 8311 (INI stoCx SIZE g ,y (gy) (8** 8'ce 1) W 3(IN) ! 1/14 (PsC er PTC)- 1 1 1/2

                                                                           ~
                            *MO-0624              36                3/4 s6                                                                !

M b0026 36 1 a6 1 3/4 340-0032 34 1 m8 2 360 1023 34 1 1/4 s7 2 1/4 - 360-1232 M 1 1/2 m8 2 1/2 M0-1240 36 1 1/2 slo 2 3/4 M61243 36 1 1/2 m12 3 l l 380-0624 34 3/4 a6 11/2 i 386-0824 34 1 a6 1 3/4 3ro-0032 38 1 a8 2 140 1023 34 1 1/4 7 2 1/4 ' l 290 1232 34 1 1/2 m8 2 1/2 . 380-1240 34 1 1/2 slo 2 3/4 l

!                            20-1248              34              1 1/2 m12                                 3 400-0624             40                3/4 a6                              1 1/2 i                            400-0824             40                    1 a6                            1 3/4 406 0832             40                    1 m8                                2 400-1028              40             1 1/4 a7                              2 1/4 400-12",2            40              1 1/2 m8                               2 1/2 i

1 406 1240 40 1 1/2 a10 2 3/4 400-1244 40 11/2 s12 3 420-0824 42 1 a6 1 3/4 420-0032 42 1 s8 2 i 420-1028 42 1 1/4 m7 2 1/4 420-1232 42 1 1/2 m8 2 1/2 O 420-1260 420-1248 . 42 42 44 1 1/2 slo 1 1/2 g12 1 a6 2 3/4 3 1 3/4 1 440 082s 440-0832 44 1 88 2 440-102s 44 1 1/4 x7 21/4 u o-1232 44 1 1/2 38 2 1/2 l 440-1260 44 1 1/2 m10 2 3/4 j 440-1268 44 1 1/2 s12 3 .I e . . . , NOTES: . .,

          '          1) Thishness, t, any very 8 1/16.

Utdth, V, any very 1 1/4, 1 1 I i, TIT'.E. TYFICAL LHSPECTION DRAWING j . . . _ . . , . . . r ,, _

                    '  '" ' "                               " ~ "

8

!O                                               '"" '-

c','c "P- 4 "J4 a _ - tn

            ~
                                                                   .= . a. :               - .     . . , . .    -   -....a....-_

Attachment 6.21 QI-029 s- - Rev.3 l 1 Y . Q. .. . . . . . . . . . . . . . .-. ..._. . l l 1

                 -Tg,              %g                    ,"I 1 d [ h                       k                   }84TERIAL : '                       !

sa. 7 ca.s [ +.,; [ +.::; t . OR

                                                                                                                           " '* " * ^
                                                                                                  .+

_ +.__p-+_ _

                                                                                  +                        _

7 5 7 5 - ' ". C-C _ C-C _ ( STOCK SIZE W = 6* LESS ) ( STOCK SIZE W = 8",OVER ) , PRS g , pgyg TRIGNISS WIDft SOLT CATALOC CDOS SIEE (IN) T(D) A 1/16 U(IN) I 1/48 5(IN) A*1/16 PRS-006-0200 3/4 1/4 2 3/8

'              Pas-006-0312                  3/4                       3/8             3                            1/2 Pti-006-0316                  3/4                       3/8             4                            1/2 P25-010-0208                    1                       1/4             2                            3/8 PR5-010-0312                    1                       3/8              3                           1/2 Pas-010-0316            .       1                       3/8             4                            1/2

Pas-012-0208 1 1/4 1/4 2 3/s Pas-e12-0312 1 1/4 . 3/8 3 1/2 715-012-0316 1 1/4 3/8 4 1/2 Pas-012-0424 1 1/4 1/2 6 3/4 Pas-015-0204 1 1/2 1/4 2 3/4 1 1/2 3/8 3 1/2 fts-015-0312 1/2 Pts-015-0316 1 1/2 3/8 4 Pas-015-0624 1 1/2 1/2 6 3/4 i

Pas-020-0208 2 1/4 2 3/4

Pas-420-0312 2 3/8 3 1/2

'              Pas-020-0314                    2                       3/8               8                          1/2 PBS-020-0424                    2                       1/2               6                          3/4 Pas-025-0208                2 1/2          -            1/4               2                          3/8 Pts-025-0312               2 1/2                       3/8               3                          1/2 Pts-415-0516               2 1/2                       5/8               4                           3/4 l                                                                                         6                           3/4 Pas-023-0524               2 1/2                       S/S g:
                't.) Width (.inension to be checked at

[ clamp end. , lO i l TITLE. TYPICAL ItisFECTION DRAWING STA:3DARD RISER CIAMP , This drawing is for inspection purposes on1Ya yng no, Ar,v. $nT l Pts 0 1 et 3 l?.

               ' ~
                                                      ~                 L .- . L _ . ~ . - . . u .= _ - .                 . = . = . .             --L Attachment 6.21 QI-029
          . . . . - -                                                    .                                                              Rev.3 O-                                       *                        -_                                                                  .

4

                                 ,,,,, ,g ,g mes                       m                    W CATALOC CODE  81st (IN)                   T(M)!!/16               W(D)t2/4a          8(W)11/16 Pas-030-0208         3                           1/4                 2'              ,      3/8                 -

Pas-030-0312 3 3/8 3 1/2 Pas-030-0316 3 S/8 4 3/4 Pas-030-0524 3 S/S 6 3/4 Pts-035-0208 3 1/2 1/4 2 3/8 Pts-035-0312 3 1/2 3/8 3 1/2 Pts-035-0516 3 1/2 S/S & 3/4 Pas-035-0524 3 1/2 S/8 . 6 1 Pas-040-0208 4 . 1/4 2 3/8 Pas-040-0312 S 3/8 3 1/2 - Pas-040-0516 4 S/S 4 3/4 Pts-040-0624 4 3/4 & 1 l Pas-050-020s 5 1/4 2 3/8 Pas-050-0312 5 3/8 3 U2 Pas-050-OS16 S S/S 4 3/4 i Pas-050-0624 S 3/4 ' 6 1 Pas-060-0208 6 U4 2' U2 '~~* i Pas-060-0312 6 3/4 3 S/S Pas-060-0516 6 S/S 4 . 3/4 Pas-060-0824 6 1 6 1 Pas-080-0416 3 1/2 4 1/2 Pas-000-0624 8 3/4 6 1 , Pas-080-0824 4 1 6 1 1/4' O Pas-080-0432 Pts-080.1032 Pts 100-0416 10 8 8 1 1 1/4 1/2 8 8 4 1 1/4 1 U2 1/2 Pts-100-0824 10 1 6 1 P38-100-0832 10 1 8 1 1/4 Pts-100-1032 10 1 1/4 8 1 1/2

,                  FRS-120-0516       12                            S/S                 4                      3/4 I

Pas-120-0824 12 1 6 1 Pas-120-0832 12 1 8 11/4-PSS-120-1032 12 1 1/4 8 1 1/2 Pts-120-1232 12 1 U2 8 1 1/2 Pas-140-0616 14 3/4 4 3/4 Pas-140-0824 14 1 6 1 Pts-140-1024 to 1 1/4 6 1 1/4 Pas-140-1032 to 1 1/4 8 1 U2 Pas-140 1232 14 1 U2 8 1 3/4 Pts-160-0824 16 . 1 6 1 ) Pas-180-0832 16 1 4 1 1/4

Pas-140-1032 16 1 1/4 ,

8 1 1/2

                   *SEE NOTE 1 I

TTP!CA:. WSPECT10Il DRAWDC STANDARD t!Sta CLAMP QR M esG M O. REY. 3MI , This drawina to for insmeetion ge neses oniv. Pts 0 Z d3 l ! 13 4 . .,a 1 Ew-ww

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

Attachment 6.21 QI-029 f Rev.3 9 . . . . . . -. . , - . - 9 . .. . . . . . TRIGNESS WIFft 343 T CATARDC WDC ' st2r (TN) Tf!N) A 1/16 U(IM) A 1/48 8(TN) A 1/16 PRS-160-1232 16 1 1/2 8 1 1/2 Pas-160-1240 16 1 1/2 10 1 3/4 PRS-140-0824 18 1 4 1 PRS-180 1032 la 1 1/4 8 1 1/4 Pas-180-1232 18 1 U2 8 1 1/2 PRD-180-1240 18 1 1/2 10 1 3/4 755-200-0324 20 1 6 1

                            . Ps[s.-200-1032      20                    1 1/4                     8               1 1/4                              t, Pas-200-1240        20                    1 1/2                   10                1 3/4 4,7 25-2 9 -1640         20                          2              -

10 2 ePRS-220-0824 22 1 6 1 PRS-220-1024 22 1 1/4 6 1 1/4 Pas-220 1240 22

1 1/2 10 1 3/4 PES-220 1640 22 2 10 2 1/4 PRS-240-0824 24 1 6 1 Pas-246 1032 24 1 1/4 8 1 1/4 Pas-240-1240 24 1 1/2 10 1 3/4 Pas-240-1644 24 2 12 2 1/4

O I e

.l

                           *SEE *FTE 1 O                                                                                        TTPICAL INSPECTION DRAWINC

T a nato azsst cz.a r 1 Tu dravta- t t.c in.,.e: t eur ... 1,. Cad **G "a a "- 3",)

a .. .

_ _ _:L .,_

                                         ^~
                                                              - _ . _        a_.__                       .. j, l _ l_ u        _ _ _ _

i Attachment 6.21

           . . .                                                                                                      QI-029 y                      -

Rev.3 r O-MATERIAL : -

                                              '                                 SA- 34

_ _. ,1 _-_ _ _. . T i I t w

                                                                    >JI                            -

8 _ P. 8333 Gif) T(M) T 1/16' U(U) I 1/8 (lATALOC Coot PSC-006 1/2 1/4 1 1/4 PSC-006 3/4 1/4 1 1/4 O Psc-012 1 1/4 3/4 2 PSC-415 1 1/2 3/8 2 PSC-020 2 3/s 2 1 E' TIRE. TYPICAL DSPECTICII DRAWDC BOLTED U-CUIDE CIUWNG NO. A CV. $NI This drawing is for inspection purposes only. PSC 0. 1 of 1 15 , _..__..._.._.._._-.=____=-._-_.__:_z.______.________

                                                                   -__           _2-                     .___...t

_ . _ . _ _ _ . . _ - . _ - . - - _ o.

                                   .       ..   -                                -                                             -           c-    .'
         -                                                                                                                                                        Attachment 6.21 QI-029 Rev.3 e

MATERIAL j so-36

                                            -__+.____

l m m T. - i mes AELGE2. Tenn t uts , venn - us ;

       .                                Pac-006                     t/2                                       UA                 1 U4                                                           .

FOG-406 3/4 V4 l' V4 f

       '                                pos-oto                      1                                         us                 1 1/4 i                                POG-412                1 ue                                            3/8                   2 I.

e I rus-ats a u2 3/8 : I 1 Fuc-020 2 3/8 2 l .

6 l .'

4 - {

                                                                        .                                                                                                                         j O

g . I i NOTES O r - -- - WELDED O-GUIDE g This drawing is for taspectise purposes saly.

                                                                                                                       "                                                 M g                             Ah%     g       g s e.

                         ^                    ^            ~
   ,, , :  ~;                                                     :           . .   ,                                              ..~
                                                                -=.-.        ~ . . - . . . . . _ _ . . _ . _ . . _ _                _

Attachment 6.21 QI-029 Rev.3 O MATERIAL . 300 ASME SA-36 , NUIS ASTM A-563 GRADE A or A-307 l 1)

                             .+. -                                                         !!". **c*                           _.

__,\,. i , l-c p c p i (m 3 , (= 3 . 2 : . u m l R- -- l l PUS t CATALOC CODE . FI?! SIZE (IN) R(IN)II/16 1/2 1/4 4 PUS-004 705-006 3/4 1/' h 1 1/' O, 705-010 FU5-012 l's 3/8 3/8 FUS-015 1% 2 3/8 : PU5-020 1/2 i 7U5-025 2g 3 1/2 , F05-030 1/2 ( 705-035 3h 4 1/2 MS-040 1/2 FUS-050 5 6 3/8 705-060 g 5/8 f FUS-080 3/' l MS-100 10 12 7/8 M5-120 7/8 7U5-140 14 16 7/8 FUS-160 1 705-130 18 1 i MS-200 20 ' 1 PUS-240 24 l 1 MS-300 30 36 1k FUS-360 TES i_,,, __ . _: s

                                                   -O  ,

1) FIN or TEN any be used in place of Q he nuts that are supplied with PUS.

                  '"A-                       .s.     .

O TITLE: TYFICAL INSFECTION Duti1NG STANDARD U-50LT This drawing is for ins?ection mursoses only WWWG .NO. FU5 1 op 1

_ - . - -. _.-u_. .- ._ _. _ _ - _._ Attachment 6.21

                                           .                                                                        QI-029 Rev.3 O

MATERIAL i 300 ASME SA-36 .. _ ! NUTS ASTM A- 63 CRADE A or A-307' l g , -- -t - - ' see w Note _ ,) 1 l\ ! l l { l ( ) e (, 3 t b u a j R- - 8CATA10C CODE F. SIZE (IN) 1(3) f 1/16 h 75-004 1/2 3/8 ! FUE-006 3/4 3/8 I FW-010 1 5/8 FUE-012 1 1/4 5/8 FUE-015 1 1/2 5/8 FM-020 2 5/8 i l F5-023 2 1/2 3/4 ' n 75-030 3 3/4 Fus-035 3 1/2 3/4 F5-040 4 7/8 i FM-050. 5 7/8 FUE-060 6 7/8 PcE-Os0 a 7/8 ! 70E-100 10 1 l 75-120 12 1 l FW-140 14 1 l

                                                       -            16                          1
                                        .FM-160 NOTES :

_- p -%

1) FIN or FEN any be used in place of the' nuts that are supplied with FUH.

I

                   'u                 _
                                                     /I O

TITLE.TYFICAL INSFECTION DRAWING HEAVT DUTY V-30LT C M arW G N O. A Ev. SH This drawing is for inspection purposes on y.

              ,,x.,                      .  . ,      ,
                                                                                                                                               /. :. J.wh. ... u w             a =. m.       -             -

Attachment 6.21 QI-029

                                                                                        ..                                                                      .                   Rev.3
                                                                   ?_ _

_ L. n1 - a ig w_ s a. , _ n _g*_ t I a P i < l MATERIAL i ! ! CARA0el aa m

'-I i

R [

                                     .n ., , , , , , , , nu sw. . ,,mnm                                                                                                                          .

il . (RAT) R (IN) 8 1/16 l.( ex U4 03 3/8 i 04 U2 l 3/8 es \

                                                                                                                                                                                                's-
          ~

os 3/4 . 01 ile , 08 1 , , M L US M 1 U4 l u 1 u. .

t. .

                   .                       =                                                      l ui r

8

        .                                                                                                                                                                                      f 3-i 4

O t l l ! nn.c mica aanma. 2a.mazan zoo ; O DMNtdG NQ, Af.v. Sh T. MIS BaANIuc 18 tot IIIMCTIQB PURPOSES mit.Y 3AT 0 1 of 1

   -.-.          ..     . _ . . . _ _ . _ _ _ _ _ . _ _ _ , _ . . _ _ . . _ _ _ __ _ _ _.                              _.                                                    m

                                                                     ..                         .._m..       . . . a . .-~... _ __- ~

Attachment 6.21

QI-029 I- . Rev.3

                                                            .            I o A               -           - L.                - -           -
                                                #                                     EEI ASTN &=307 Camde A d                1' 30EarD ASIN a-319 or asME 3A-36 b

t) .

                                    'u h**

o CATAtas CDDE 300 SIZE k l- (ECP) R (IN) T 1/16 I Os 3/s i I 04 1/2 q-Q Os 06 s/s 3/4 l N 1 *

                                                               ,           H                      L US                                                ,

4 2 1 U4 : u 1 U2 .* 14 1 3/4 , 14 2 18* 2 1/4 . 20* .2 1/2 t 2 3/4

                     ,                                                     228 t                                                             24*                       3 l                                                              26*                    3 U4 g                                                              288                    3 1/2 8,                                                              30*                    3 3/4                                           .

l M* 4 . I 34e 4 1/4 368 4 U2 j 38* 4 3/4 40* 5

           !                                                                 .1
          .*1 ) ace .t e. ts a= 40
                       .re re ad shaped.

O : O TTPIC4L IBS?tCTION DRE DC 200 CDUPtTWC - TE13 BRAF3C IS FOR IEEPtCTION PURPOSES ONLY. RCP ,

a ._. Attachment 6.21

                        -                                                       . . . . . .            .__.       .         .-                 QI-029 Rev.3 e

l

                                                                                                                                         .                i i                                           I   Fh
                                                                                               .MATUML i asm bees cuss c g                                                                                                    ,

Fiil

                                              ,g     g1
                                                                                                                                                   -      =
   -                                                     1   ;

1(J 1 I 1 i t 8 - t cataloc cons aos s2zt (aEs) a-(Is) f 1/16 l i* 03 3/8 04 , 1/2 l 3, 05 5/0 06 3/4

07 7/8 [l M 1 l

= 2 in ,

2 1 U4 g

12 1 1/2 :

  .                                 14                          1 3/4                                                                                    :    **-

l la

               ..               ,                                   2                                                                                    l
                                . M                           2 U4                                                                                     g
                                . 20                            2 1/2                                                                      -

l'

                                                                       **                                                                                A a

f

                                .                                          .                                                                             f I                                                                                                               -
                                "                                                                                                                        l s
                                =

M d' e 4

j EfLC

TTFICAL IRSPECTION DE E IEC uttDt.rss ryt win ;

t e l

WMesG 2 Af.v. SM T.

THIS BEA!rDec 13 pot tr;PtCT10N PURPOSES NT.Y BEN 0 1 et t

                                                                                       %1
                            .         .9P. .*et; .asne s.t.+.             :*A               c-      .a.--                     - - - -
                                                                                                                                       "           ,~~
                                       % . ; &, , a f NI

4-

                                                                        *~                  "'

E'." "~. Z *

e Ca . . .tmnw .

                                                                                         ._4           .

3 # . . , , , b .-. s .

  .,         , :     -- h -   ( .      .
                                                                                                           -L_            ~
          ~

Attachment 6.21 _.gr Q1-029

                                                                   -.                 . - _ . . .                 .         g,y,3 C> . - - .

MATERIAL l$. Ana r+x 8

300 $122 C47Alac CODE -

(Err er RFT) R (3) t 1/16 03 3/8 3 04 1/2

OS S/S

06 3/4 E 07 7/8 Os 1 09 1 1/2 18 1 1/'

T M U 1 U2 14 1 3/4 16 2 18 2 1/4 i l 20 2 1/2 22 2 3/4 24 3 24 3 1/4 28 3 1/2 30 3 3/4

              .                                                32                            4 34                         4 1/4 M                          4 1/2 38                         4 3/4

M S i

E8

1) RET - EED TEREADED 300 RFT - N LL TEREADED atB f

TTFICAL USPECTION DRANINC trD/ FULL-TMRZAD 100

                                                                      ;;fWuresG NCL                            AEV. SMI RET    /tn    0   1 di l

TIIS 3RAV3C IS FDB MSPECTICK Pt.WCSES (EftY. l 4% [ _

                                                                                               .  . . ~ .                          9

                                                                                  .                                                                     1
            ,     -    ~>           -
                                                               .                                                      Attachment 6.21 QI-029
                                                                                                               .                    Rev.3 E __ _          .  . _ . . . _ .  .
                                                                                                                 . . .. . _ f MATERIAL i asm a-ass cam e r l

Rg s i

                                                      = _ _

t l

                                                                                                                                                        \
                     -                  M.

(art) R (M) 2 MM , es U2 es S/S 06 3/4 as 1 . 1 to 1 1/4 ! 12 1 U2 , 4' ' 14 , 1 3/4 to 2 - N 2 U4 1 ao 2 U2 i l O - nu: mten. nSncrzam namac ) voice. m noo wu:AM MC. AEV. SMT MS BRMMC IS FOR TMPtCTION PURPOSES ONLY. EM 0 1 sf 1

                                 ~                                              ~

__ b _. L _ L.2. .ai _ a - 2 Attachment 6.21 QI-029 Rev.3

                                        .                     i l

l MATERIAL 1 ASME SA = M R Elll d , L O l CATA10c clot 300 SIZE I (RPE) 't (13) 1 1/16 22 2 3/4 26 3 l 26 3 U4 28 3 1/2 l l M 3 W6

                    . 32                   4
                                            & 1/4 I

I 36 M & 1/2 38 4 3/4 40 5

                                                                                                  , *en 4 NOTES :

O TifLE TTPICAL DS?tCT10E BRANT3C me UITE PLATE ETE AEv. SMT TMIS BRAMIsc 15 Foa DISPECTION PCRPOSES (artT. APE AU

1 l

                 - R'      .          .;     .         .               .
                                                                          .a_. ::.     .s.:_,;w__. _. .       _ . - = . _ . .
 - - -

Attachment 6.21 I 01-029 Rev.3

                                                                                                              ~                l l

MATERIAL : y C12VIS ASTM A=468 Class C

                              '                                    FIN       ASME SA=34 re e

1 L .

                                       =   =

h) =og-

                              ; l-CATALOC CCCC             300 SIZE (RS C)            R (TN) A 1/16 O$                          03                       3/8 04                       1/2 05                       5/8 06                       3/4                         .

07 . 7/8 08 1 09 1 1/8 10 1 1/4 12 1 1/2 14 1 3/4 16 2 18 21/4 20 21/2 ' 22 2 3/4 24 3 26 3 1/4 28 3 1/2 30 3 3/4

32 e 4 O TLTLC.

TTFICAL INSFEC*Iott DRxJING FORCED STIEL CLEVIS opwmG mo. ar.v. sn r THIS ORAWINC IS FOR INSPECTION PURPOSES O!!tY. Asc 6 ! sf 1 19 k

4;; ,~ . i;; ,

a. _a., , ._ :

a.-- L2.. ..e.

   ' ~ ~ ~ " "                                                                                                                                                            Attachment 6.21
                                                                                                                                                     .                           QI-029 Rev.3 I

16 PR e l MATERI A1. :

                                     *J*!                                                                                   AST;t A- Md Class C J,*n?                                                                                                                                                   l t;

e a'J 4 G 4 l>>1 2 MB CATA10C CODE 800 SIZE *

                                              ' (RTB)                                                             R (IN) 2 1/16 03                                                                              3/S 06                                                                              1/2' 05                                                                              5/8

! 06 3/4 of 1/8

           '                                        N                                                                               1 09                                                                      1 1/8 to                                                                      1 1/a                                          ,,

12 1 1/2 14 1 3/4 14 2 l 2 1/&- #

18
20 *2 1/2 l

E8 i i l

                                                                                                                                 'I*        TYFICAL INS 7EC* ION DR.JJ13C .

TURNBUCI3.E , CAAv:*:G NQ. A CV. '$ni 71115 OP.WT?!C 15 FOR INSPECTION P'.*RPOS*.* '%LY . RIR 0 1 ef 1 n - - . . . - __ _ - _ _ _ _ _ _ _ , _ _ _ _ _ _ _ ___ _____ __ ______ _ __ __ _ _ _ _ _

1

                                                                                                     ' we~ ss--     . ax.6 . ?n, _;_,_ _ , _
                                                                                                -           '-                             Attachment 6.21
                                                                            ,g _ _
                                               ~                          *
                   =             _ __
                                                                       . i             . . -             "                                       QI-029 Rev.3 e                                                                                                                                                         t i

i I i

 .                                                                                          .                                                              l MATERfAL                                                                           1 aos so M
 -                                               R                                                                                                          i

N 1 -

s, ; m __ __ ' I [ ' -

                                                                                 ~
  .                                                                                                                                                          s Ca2&tas cens                     aos SIEE

cus) a cm) t t/te i

                                   03                           3/8                                                                                         '

s . , 04 1/2 i OS 5/8 06 3/4 { 07 7/8' t OS 1 b.

  .                                                                                                                                                            5
  -                                   0,                     1 us                                                                                              ,

M 1 U4 12 1 1/2 i

   -          .                         M                     1 3/4                                                                                            !

M 2

I 3 2 M4

                                                                                                                                                               .t 1

t to 2 1/2 t-n E ' I e f t o' [

   .T .

L 8

O TITLE TT?! CAL IISPEc! Ion DRAWDC I Ur!.BrD Mr noe

                                                                                                  "                              8EV-        8"I                 i apr               0 h             1sts naAusc is roa InsPtcrIos retrosts at.T                                                                              t et t

            ,                                     .        2                      ,

__-m._m..._._..- 2__ ; Attachment 6.21

                  . .                                         . _             _ _ _ . _            _V . .                        .                    .
                                                                                                                                                                              -]9 l

_ MATER!At. : Asna sa-36

                                                                     +                     W
                                                                  +_ _

i i T - r e I i i ! I f ~_ % vzarrs TRICENESS Bout DIMETER

corAlas caos (gry) __

W (15) 1 1/4" T (IN)

5 (IM) **

3

1/4 7/16 k 03 9/16 j l

04 3 1/4 3 3/3 N/A 05 N/A i 06 4 3/8 l 1/2 13/16 '

                          '                                    ' 07                       4 4                      1/2               1 1/16       2                                        '

Os 1 U4 e 4 U2 {$ l 5 1/2 5/A 10 1 5/8 - 12 3 3/4 ;

                                                                                                                                                    '                                     i 3                      3/4               1 7/8 14
                                                                                          ,1, ,                   3/4               2 1/8 Y

6 is 4 3/4 2 3/s la 2 3/4

                        *      ~

20 3/4 . 6 3/4 3 22 3 1/4 6 3/4 24 26 6 3/4 3 1/2 3 3/4 g 28 7 7/4 7 3/4 4 30

                                                     / .e       < .3.4e<- 1. . ,**                                      v.         %

See

                                                          ** See sets 3 and 3 .\q j          -

NOTES () \. ~.

                              )1) 1 1/32" for eisse 03-09; ,- 1/16" for i eines 10-30.                                           }

p f 2) 11/32" for eines 03-04; i 1/16" for I elase 09-30. l l fl 3) When hela diameter is met specified, # it need set be shocked. 4 Tnft.E; TTFICAL 13SPECTIou ORAT13c ' WVYw- " ;AA.veG MC. WASM11 FLATE AEv. 5nT str 1 L g1 THIS ORAW13C 15 FOR INSFECTION F1?RPOSES ONif. i 1 f 1

  ~ - - -  -n--.-e.,           - , , , , , _ _ _                                                                                                            .--w,-..-----,

O ,. l

1_ w=-.. . .. a. .. ;,.:. Attachment 6.21 01-029 Rev.3 l

                                                             .m SMA      TYPE PC'

BJ

                                              ~
                                           -*                         *                                   (SEE NOTES 162)
                                                                   /', i .

SEE DETAILI .

           '2                                                                                         TYPE 8A
         -Ch-l B F:                                    -            uJ *:

SMA (SEE NOTEI)

E - s g tu

h. SMA TYPE RO 5

8 .-

                                                      '                                                                                                            i
                                          *S                                             (SEE NOTE l)

SEE DETAIL i ,

                                                  -m C.

l; O d- i g o SMA TYPE 50 i 8 . - j CATALOC CCDE B(Is.) f 1/16 sMA - 1/4 3/8 Ws-m's th* r V 27d sMA - 1/2 3/8 yj _\ i t sMA - 1 1/2 sMA - 3 3/4 il l l l l ll[ l l l l ll ll l(ll l ll sMA - 10 - 1 SMA - 35 1% Vh^ V/ h I- e i SMA - 100 *2h-3

       ,s_                        .,____

s numrt as Timsmos m an. OETAll 1

                                                                                  -            (FOR DIMENSIONS SEE SHEET 2cf 3.)

NOTES:

1) FOR REAR BRAC M S, SEE BAR-IRB

2) FOR FIFE CIMPS, SIE BRM-5?C.*

3) $NUBBERS MAY BE INSTALLID 180 (and to end) FROM THE CONTIGURATION SECWN ON THE DESIGN DRAWING TITI.E; Typical Inspection Drawing Adjustable tength Snubber CWWG NO- AEV. $nt This d M hg is for inspection purposes only. m 1 eft

     .,          w    -.       ,.  ,,   m,  ,
                                                               --                  -- :-. 1.:: w . ~ _:__ __

Attachment 6.21 QI-029 O Rev.3 1 l SOCKIT TTFE COUPLDG SOLID TTFE COUPLUC Z(IN)A1/8 C(U)I1/8 Z(U) 1/8 C(U)f1/8 cATALoc CODE 1 1 1/4 1 1/4 13/16

        -          sxA-1/4,1/2 1 1/4            1 1/2               1 1/2                  1 1/16.                                --

suA-1 1 1/2 1 3/4 1 3/4 1 5/16 -- sHA-3 , 2 2 3/s 2 5/16 1 13/16 suA-10 3 1/4 3 7/8 3 11/16 3 1/16 sMA-33 4 3/4 5 1/2 5 7/16 4 9/16 SMA-100 l

4) TRANSITICW EIT FIT-UP SMALL CONFORM To a) TRADUCE c).

a. Transition kits with socket couplings shall be fit up with a pull back -

of 1/14" p1rior to weldias. ~

b. Solid type couplings es sembber ersasition kits shall be welded in place while maintaisias a tolerasce of approziantely 1/16" vertation from the pipe centerline.

s. Couplings (solid /seekst) east be square relative to the extensica pipe.

S) IN TROSE CASES UEEEE TEE MOUNTDG FLATE Is FUENISND AS A 3CL" t Et AIC ATTarinerMT ST WELDDC TO THE E1TDSION FIFE, THE MUDG;M VILD SIZE TC.L BE gQUAL TO TEE WALL TRICDT53 0F TEE PIPE.

!            4)   REFER TO TEE TABLE SELOW TOR TEE 70LLOW2:3C DSFECTION ATTRI3UTES (as applicable):

a. Weld size for solid end sempling mas,

b. Transition kir siaimum thread engagement.

c. Treasittee ki". piping sise,

d. Torque requiroseats for transition hit sousting bolts, and .

e. Torque requi.sments for the eye red jam auc.

I (see ==st page) I lO [ M E; Typics1 Inspec: ion Dravtag p Adjustable Lansch Scubber A EV. Sni This drawing ta for inspection purposes only. GWWG NC- SMA I ?e1 8

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

Attachment 6.21 QI-029 O Rev.3 I SNUBSER SIZE f I 1/4 1/2 1 3 10 - 35 100 si UELD SIII, SOLD CFLG. ~W 3 3/16" W T7IFT 1/6" "T/F' 3/g" : b) TRANS. EIT MIN. THREAD 3/16" 3/16" 5/16" 5/16" 9/16" N/A N/A INCACIMENT 1" 1" 1%" 1%" 2" 4" 6" I e) TRANS. EIT FIPE SIZE AND 40 40 40 40 ' 80 80

120 MIN. SCIEDULE '

d) MIN TURQUE FOR TRANS. KIT 12 22 45 120 440 N/A N/A MDUWIDC 30LTS (in/lbs) e) MIN. ICRQUE FOR ETE 300 40 40 40 80 100 150 220 JAM NOT (ft-lbs.) ,

7) TO CRECE RELATIVE ANGLE ADJUSTMENT, PERFORM THE.FOLLOWING:

1. SNUBBS $12E51/4 TERU 10: 2. SNUBSER SIEES 35 sad 100:

as) Bemove indicator tube sounting as) Attachments removed from screws and extend snubber suffici-soubber. ently to expose the telescoping bb) Saubber La vertical position, setting on snubber housing. sube. i es) Bassve retaining rias. bb) Eastrain telescoping tube and dd) Turn and any by head-(not lassen lef a hand threaded ring aut. acre than 360 degrees). sc) End cap rotated to desired position ee) Rapisce retaining ring. (not more than one complete turn frira bottomed out position); if) Fully stroke snubber to ed) Recorgue ring out to 150~+ 20 ft. determine that the O repeettioning has not damaged internals. Ibe. ee) Indicator tube and mounting screws t ' replaced.

3) IN ORDB TO TERITY TIE ACCIFTABILITT OF THE STRAIGRINESS 07 THE S TRANSITION EIT TURE TO SNUBBER CONNECTION, TEE FOLLOWING INSPECTICH CAN BE PERFORHED.

 !             1. SCIEW TIE TRANSITION EIT INTO A MATDC TAFFE MOLE (A SNUBBER CAN 3 IF NECESSAR$.

2. VIII TIE TIRZADS AIJtOST FULLY USERTED, EDTATE TE TRANSITION EIT ONE FULL TURN AND MEASURE TIE RADIAL ECCENTRICITY AT A FOINT FOUR TEET OF Tut SNUssER gNIT. Tut total ECCENTRICITT sa0ULD Ntyr nCEn 3/s" (i.e.

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

j J

3. AN ECCINTRICITT LESS TEAN 01 IQUAL TO 3/8" VILL CORRESPOND TO AN A l

INFIT WITEIF TEE SECTION III AFFDDIX E TOLERANCE EOR DEVIATION FROM l STRAICITNES3. J' IT Is Nor NECzssART FOR TsE SnOULDER ON TuE tzREADED aD or TuE TRANSITI a. D Av UP FLUS 1 TO Tut sNUnan; TaEREF0mE, IT Is NOT NtCZssART TO CatCE Its ALIcNurNr vrIn TuE TnREADS. i NOTES: Q TITLE; Typical Inspection, Drawing A0JustaSLE LEN47M SNUSSE4 - ; F%WeG MC. AEV. $NI J This drawing is for inseection oursores_ oniv. I 3 ef 3 l l SI

                                                                                                                                                                            ^^
       .         .    ,                   ~                      .

_.__.a__.._1 . . , . c.a. .. . Attachment 6.21 QI-029 Rev.3 F' .- - SMF TYPE PC 8[ -' (SEE NOTES 182)

                                 &                     '          Y                    SMF TYPE SA ,                                                               ,

v-eqin - tstE NOTE ) - 5 N'-~ .-

                                                       '    .                    SMF TYPE Ro 9

(SEE fe0TEt)

                                              -              -                 SMF TYPE SQ                             C^TTo eo        :(In.) ! t/ts F0WAMO SAACKET                               8MF-1/'         3/8
                               !                                                                                       SMF-1/2         3/8 sMF-1           1/2 SMF-3           3/4 A

SMF-10 1 i
THIS DETAIL AFFLIES WI.T TO 4 :

l W -33 1h SMF SIEES 35 AND 100. FCE At- SMF-100 **2h"-3 twFOsMAH ON SEE N0ft 4 : Cf.;I N (Sheet 2 of 3). -

                                                                                                                      *= 2's" on shock arrestor end;

g '

W d l '.!I'

                                                                                               ~                ~

3" on forward bracket end. I i e fb ... ! f ,,M 3 gN

                                                                                         /                                                                                     '

NOTES: ~ F % I t.) Fon aEAR SEACKET$ Stt SEN-::15 Fi [ 3.) FOR FIFE CLAMPS. SEE BRM-SPC ' 3.) SNU3BERS MAY SE INSTALLED 180 , (and to eed) FROM THE CONFICURATION SHOWN Oh THE DESICX DRAKINC. TITL E ' Typical Inspection Drawing Fixet Length Snubter This drawtog is for inspection purposes only. C.W INGMO. ' E V- Sn SHF g ! . n. . I e_.. . . .A- _ k

                                            -_,...---r a  , r      -        .,        e  - - - - - - - - - -                         w --- .          ,,>-e-
                                                                                                                                                                                                       - - - - -,- -           ,r--

1 J _

                                                                                                                                                                   , ,.,.            . 7 yy == = w=a              m"     *M-     "

yggnoycauq 9'ZI a 01-026 g .. _.__.

                                                                               .. .                                                                                                                                  asA E l

1 i 9*( - Y UML 7e )llI( IIII m** )IM( M )I I/19( tlVX)- /19( NIN' MVI" ' C( t T/9 tt TP/19 OT ET tt/19 1 1/01 1/19 T 5/03 t/t9 i T00 L C/9 CT t/t9 5 C/9 86 TT/t9 ee533t01WIE 1REIVS IIISTUREBIJ2 803 40BHTES 857231* l ssa u nIn 4 42 at l )IN( SIZIS )IN( )IR( . )IE( i r L/s tta c/s c/t9 - C T/t - t/s t/s 0 ts'Cs1*tsx1 t t/s tf/t9 4T L/s t/19 t/9 t/9 0 100'T001*t00I1 t T/t l t l f*( 1E 15002 3TSIS tulIE3153 403N75e 83T22218 ts101AIIE 10 0AavIE 1E3 45045E 3-3 8I13115 1 58' 1 E3 R E1 5 8 12 3 TNO IRE 01E A03 T1173EItiD 1 M 183 10 1E3 41V13 dnE 50E53E STIIS T/9 1E5000E fO 1S SE0nE 831 rih

RRIEI 1E3 IBMEJ21ES 41Y1ES

                               ' 8111032 TS 1E3 E35011 DA 151S A31 GIRD

1531 NVX 53 RAG 3fR1I371T181EVIDtJ23R3G IN V fID )A1:4e#s 4583588( 10 5381033 LEIM 10 1E311 A1YX EETTIND 3ONG1110N'

1N VGGIZIDN' 153 631 AIIT AIIIA11EVI 1E3109' INIIN 381* ts2251E3 s2Nsus10NT1 53lt01WIMIS 331Dtf* IDN1t9M IREIYO MDTSINEEJ25 7110105bn3 533t81tINIRIS 401 AOBMTNI 5572II15 753 7150 DIAIN 8310lfI snatsII s123 T C TO T/9 T/t 1 e R31c 5123 1 c/t9 t/f9 t/t9 T/9 5/t9 E - 1 I I I l oTT saenuP 'ti esonep sti sasnep TNEDAE C/9 C/9 m NIM 8 T T/8 T T/8 .T s/9 t. I 5/9 RETD 32 3 4/19 0 L/19 6 TC/19 1T tt/19. . T9 1/19

                                  GNINSIOMT!.

__..1..m._~ 4Y3 M

1hEITS EES* t/19 t/19 5/t9 5/t9 6/T9u gg gg 95 ttO 990

                   -               m 10elt03 )ys/tte(

\

                                    .le go es sonaey ;aes sgo sap ej sgo dTsse sa sgo sessea ey s4e edsaep*
            ~

l O 1111 3 144188T 1*edessios 0a**183 atsop tentsW 58"q9*a mpy M 1478 M T' 3# **sT** ** **TA' 1 II l i

Attachment 6.21 Y. . QI-029

                                               .   ..      . . . _                             .         _.              .-     ..             Rev.3 6.)   Di TitOSE CASES 4ARERE ATIAODfENT SOLTS SETWEEN FORWARD BRACEET ASSEMBLY AllD SNUBSER ASSEMBLY ARE SAFETY WIRED SY THE VENDOR QCI SMALL VERIFT THE FOLLOWINC CONDITI0085 EEIST:                                                                                                     I a) 30LTS ARE TICNT.

b) LOQGIIRE IS IIOT DAMACED. . _. . e) 100NIRE IS CRDIFED. PRIOR TO DISTALLATION. IF ANT OF THE ABOVE ColfDITI0015 ARE UNSATISFACTORY. THE BOLTS SMALL SE BETORQUED AlfD THE NEW IACIGTIRE SMALL SE DSTALLED. J l l l l l t l TITLE

TYFICAL INSFECTION DRAB *ING FIXED LINCTM SNURSER

===

m . ....at i. e., a. .o I ...,.... 1F. . T- ,saj , b+

                                                                                                                                                     . - . ~ , .

l i (

                                                                                       --                                       Attachment 6.21
             .                                                                                                                               QI-029 O                                                                                                                                       Rev.3 MATERIAL:

p . y See nace (1) PLATE: CARSON STEEL -ASMI SA-36 g .1 4 CARBON STEEL -ASTM A-307; A-19"

                 '                                                                          BOLT:

3"' " T Cr.3*

                        '               g 4                                                            CARSON STEEL -ASTM A-513 Cr.A;

( " EUT A-154 Cr.2m FIN: ALLOT STEIL -ASME SA-193 Cr.37

                                            )
                                  .5/        2 5 (S. Note 2)
                                  . 3. j C  :)I                                              .

SPC sT0ct SIZE,S(IN) ROLT FIN g ,gyg CATAtoc CogE SIZE (2N) T A 1/4 m W ! 1/4 D(IN)A 1/16 3(IN)I 1/16 1/4 x2.1/2 x2' 3/4 3/8 SPC C Sa' 3/4 3/4 1/2 3/4 1/4 x2,3/8 x2,1/2 x2 ' ' sPc-os-006 1/4 s2,3/4 x2 3/4 3/4 l 1 sPC-06-410 1/4 s2,3/s x2,3/4 x2 3/4 1/2 1 sec-os-010 3/s a2 3/4 3/s sPC-06413 1% 1/2 14 3/s m2 3/4

         .             src-08-015                                                3/8 m2                          3/4           3/8 sPc-06420                            2                                                                  1/2 2                    3/8 m2                          3/4 sPc-os-020                                               1/2 x2,1 x 3                           1 3/4 sPC-10-020                          2 i                                                                                 S/8 sa                                 14       1 SPC-14-020                          2                                     .

NOTES * (1) For saubber ' applications only, the clamp any be trimmed to the values noted belows ! 1 3 10 35 100 saubber Sizes k Min Edse Dis. " h" 3/4" 13/16" ik" 2" 4" l i (2) When multiple sizes are listed, any l of them are acceptable. STRUT /SNU18ER FIFE CW CWWG NC. AEv. Sn-~ This drawing is for inspection purposes only. 2 1 t' 4

Attachment 6.21

                                                                                 . - . - . - .                     -         gr.029 O.                       -.       .-- . . .                         .,

Rev.3 stock SI21 s(IN) RoLT Pty cATAtoc cong WCH.rtrt sits (TN) (T!!/16sW*.3 /4) D(IN)t1/16 3(1N121/16 3/s a2 3/4 3/s sFC-06-023 2% 3/4 1/2 2% 3/8 a2 - i sec-os-023 U 2 a2, 1 a 3 1 3/4 stC-10-023 2% W 1 2h 3/s se - sec-14-023 3/4 m2 3/4 - 3/s sec-06-03o 3 1/2 a2%. 3/ss2 3/4 1/2 syC-os-030 3 U2 a2% 1 3/4 sec-10-oso 3 1 syC-14-oso 3 5/8 se lh 3 3/4 a6 ( *' ~ . 14 1% srC-20=o30 4 3/s a2 , . 1 3/4 3/s

src e -oeo 4 1/2 a24, 3/8: 2 3/4 1/2 ,

sec-os-040 5/s a3 Ik 3/4 4 .

       .                SPC-10-040 4                   5/s a4 E.g          n                    I sec-14-040                                     3/4 a6                             ik                ik 4                                                                                              '

sec-20-04o . U2 a2% 1 3/8 stC 4 -060 4- U2 1/2 a2%. 1 src-os-06o 6 3/s m3 14 3/6 syC-10-06o 4 1 5/8 a4 1% src-14-oso 6 6 1 se 14 W src-20-06o 1/2 a2% 1 3/s a srC-06.oso U1 O set-os-oso set-to-oso a a a S/8 a3,1/2x21/2 S/s a3 3/4 se 1k 1% 1 3/4 i syC-14-oso ik e 1 a6 1% src-20-oso 8 1% as 2% lh srceta-pso W 3/s 10 S/S m3 src-06-100 S/8 a3 14 1/2 sec-os-loo 10 . - 10 3/4 se,5/s a3 ik 3/4 srC-10-loo 3/4 me,3/4 se 1% 1 srC-14-loo 10 stC-20-loo 10 1 a6 th ig 1% as 2% 1h src-24-loo 10 12 3/s a3 W 3/s seC-06-uo 3/s a3 14 1/2 srC-os-120 12 j 12 3/4 se lh 3/4 ; syC-10-120 1 i syC-f4-120 12 3/4 a6 1 3/A SPC-20-120 12 1 as th 14 1% as 2% 1%

                         .srC-24-120                12 l                                                                                                              2                  3 12                   1% a12                                                                   '

i srC-36-120 14 S/s m3 W 3/s sFC-06-140 src-os-1&c 14 S/s m3 W 1/2 l i i 14 3/4 a4 1h 3/4 ' 2 sec-10-140 1 3/4 1 srC-14-140 14 3/4 ze O tift.8; TTricAL Instsc; ION DRAWric l

                                   .                                                             sTRIrr/szcRata FIrt c14ttr 3w #"

src 2 LDis_drawiC[is fer taspection purposes saly.

Attachment 6.21 QI-029 Rev.3 301.T FD STOCK SIZI. s(IN) a(D)tt /16 (Tt1/16mW*1/4) _ O(IN)!!/16 CATALOC CODE NON. FIPs sI2t(IM) ik 1 38 1h 37C-20-140 14 2h th 14 1h 38 3 SPC-24-140 2 14 . Ih a12 14 3/4 SPC-36-140 16 5/8 m3 1/2 sPC-06-160 5/8 33 14

      $PC48-160 16                                              1h               3/4 14                    3/4 34                                        1 SFC-10-160                                       3/4 a6                 1 3/4 16                                               th                14 SPC-14-160                                           1 38 SFC-20-160 16                                              2h                th 16                     th na                       2                3 sFC-24-160                                       th a12        .

sPC-36-160 16 Ik 3/8 la 5/8 z3 2/2 SFC46-180 ik 5/8 m3 3/4

       $PC-08-180 18 18

3/4 se lh ' .

1 SPC-10-180 3/4 z6 13/4 la 13/4 ik SPC-14-180 la ik z7.1 1/4x8 th SPC-20-180 1h 38 2h ~ 18 2 3 37C-2&-180 2 m10,1 1/2x12 I 18 *1h 3/8 SFC-34-180 3/4 me SPC-06-200 20 1h 1/2 20 3/4 a4 3/4 SPC-08-200 3/4 x6 1h 20 2 1 SPC-10-200 O sPC-14-200 SPC-20-200 20 20 20 1 36 14 x7,1 1/4x4 1h at 1 3/4 24 2 1k 1 3 l sFC-24-200 2 x10,1 1/2x12 ' SFC-34-200 20 14 3/8 22 3/4 se . 1/2 stC46-220 3/4 ze lh SPC-44-220 22 1h 3/4 22 3/4 x6 2 1 SPC-10-220 22 1 z4 ik SPC-14-220 1k z7,1 1/4x4 1 3/4 SPC-20-220 22 2h ih 22 1h 38 3 sPC-24-220 2 a10,1 1/2x12 2 f 22 1h 3/8 sPC-36-220 3/4 a4 24 lh 1/2 SPC-06-240 3/4 ze SPC-04-240 24 1h 3/4 24 3/4 36 1 i SPC ,10-240 2 24 1 a6 ik g, , sPC-14-240 14 37,1 1/4x4 1 3/4 ' src-20-240 24 3 th n 24 1h 38 3 SPC-24-240 2 x10,1 1/2x12 2 ' sPC-36-240 24, th 3/8 26 3/4 34 1/2 SPC-06-260 3/4 36 1h SPC-08-260 26 1h 3/4 26 3/4 36 ,1 . sPC-10-160 1 x4 2 26 sFC-14-260

                                                                                                                                ,    1 l

O ! TITI.C TTF2 CAL DsP!CT20N DR.A;.*DG STRU2/srssn tur. C:.AT.

                                                                  """                  $PC             y' l 3"jg   3 nis drawins is for inspection purposes en y.
                                                                              - x_ _                            _                 -_

Attachment 6.21 QI-029

                                        .         -- --            -

Rev.3

l. .

STOCK SIZE, S(IN) g , ,gyg CATALOC CODE SUI (INJ. (T 1/16 s W 1/4) OffN) 1/16 8(TN) ! 1/1 K 2 14 SPC-10-260 26 1% st 1% alo 3 1h SPC-24-160 26 26

2 a12,1 1/2x12 2 3 SPC-36-260
3/4 se lh 3/8 SPC-06-280 28 28 3/4 z6 lh 1/2 SPC 48-280 1 a6 2 3/4 SPC-10-280 28 1 a6 2 1 SPC-14-280 28 1% zS 2 14 SPC-20-280 28 14 a10 3 14 SPC-24-280 28 2 a12,1 1/2x12 2 3 SPC-34-280 28 30 3/4 a4 1h 3/8 SPC-06-300 3/4 a6 1% 1/2 SPC-08-300 30 30 1 a6 2 3/4 SPC-10-300 1 a6 2 1 SPC-14-300 30 14 1% as 2 SPC-20-300 30 c 1% Yr10 3 1%

SPC-24-300 30 # 2 a12,1 1/2x12 2 3 SPC M0 30 32 3/4' me lh 3/8 SPC-06-J20 14 1/2 % SPC-48-320 32 3/4 a6 1 me 2 3/4 l 32 O SPC-10-320 r 1 ze 2 1 SPC-14-320 32 1% at 2 14 SPC-20-320 32 j 1%'alo 3 1h SPC-24-320 32 ' 2 s12,1 1/2x12 2 3 SPC-36-320 32 3/4 a4 1h 3/8 34 SPC-04-340 lh 1/2 i 34 3/4' me SPC-08-340 1 a6 2 3/4 SPC-10-340 34 1 z6 2 1 34 SPC-14-340 34 1%' me 2 Ik SPC-20-340 3 1h SPC-24-340 34 14 x10 34 2 312,1 1/2x12 2 3 SPC-34-340 lh 3/8 SPC-06-360 36 3/4 se 3/4 a6 1h 1/2 SPC-48-360 34 34 1 s4 2 3/4-SPC-10-360 2 1 SPC-14-340 36 1 ze 2 gg SPC-20-340 36 th 38 14 1% aio 3 SPC-14-360 34 36 2 al2,1 1/2x12 2 3 SPC-36-360 o O TIR E; TTyICAL D57ECTION DRAB *UG STICT/sNU33E1 FI?! CMT D CAAWau MC- REV. $nI SPC gg This drawing is for inspection purposes only.

i Attachment 6.21 01-029 g - Rev.3 l

                                                -p      1.                          M ATE RI AL *
                 -         C TO C *ss              '
                '                                                                  FLATE AEME S&-36 I                BOLT ASM e-307 yn         A            A             e WUT           ASTM e-563 GEADE A
                                                         .3                        P131          ASE 84-193 GRADE 87
               *~                                                 s
               ,-          ~ .-. a (STOCK SEE We4* LESS3 on                             . 4 -.

LST0cm saZE wes'OVUt) FIs sou. Prra SRC Tuzaxus vrars BOLT CATA1DC CDOE SIZE (IN) T(IN)A1/16 W(IN)A1/16 D(IN)!1/16 8(3)11/16 4 1/2 3/4 3/4 3/8 U2 SBC-46-006 3/8 4 1/2 sac-es-006 3/4 4 U2 3/8 1.-- 3/8 1/2 sac-46-010 1 3/8 4 U2 sac 46-410 4 U2 3/8 1As 3/8 U2 aC-46-412 3/8 4 1/2 sac-08-412 & 4 U2 3/8 Sac 46-415 W 3/8 1/2 1/2 O sac 48-013 SBC-46-420 14: 2 2 3/8 3/8 3/8 4 4 4 3/4 3/4 3/8 1/2 3/4

*~*

sac-45-020 2/2 6 3/4 SBC-10-020 2 3/4 1 U2 6 sac-14-020 2 3/4 3/8 S/8 4 E EBC-46-423 als 3/8 4 3/4 U2 sac-48-425 283 6 3/4 3/4 . 2es 3/8 sac-10-425 S/S 6 3/4 1 SBC-14-025 28: 4 3/4 3/8 ~ 3 S/S 4 sac-4 M 30 S/8 4 1 U2 sac-08-030 3 3/4 6 1 3 S/8 1 SEC-10-030 S/S 6 1 sac-14-430 3 lis 6 1 3 3/4 3/8

sac-20-030 3/8 4 3/4 sac-4 M as 31

S/S 4 3/4 U2 - sac-48-435 31: 1 3/4 . 3/8 6 * - sac-10-435 31: 1 1 l 3/8 6 l aC-14-035 31s 3/4 6 1 3% , sac-20-035 3h NOTE: . 1 O TIRE TTFICAL MsFECT20N DRAWDC I STRUT /sWUBSE1113E1 CLAMP l AEv. SM T. h 4 ranting is for taspestian purpeces caly. gcaanesGPeQ. US 0 Y of 3 E i

_ .- .. ~ . _ _ . _

                         -                                                                                                                  Attachment 6.21 y                                                              QI-029
                                                                  .. .  . - - . .                            _.            .                       Rev.3 TEICINESS      WIMM                 BOLT              FIN
                                                              , gpg CATAlac Conc       - SIZE (15)            T(IN) 1/16 V(D) 1/16 D(IN)A1/16 3(IM)A1/16                                       , ,

1 3/4 6 1 3/s I 8EE 3/4 6 1 1/2 4 3/4 "E 4 1 4 1 sac-le oes 4 1 6 1 1 j sac-1 W 4 1 6 1 & j ac-2o-46o 1 6 1 3/8 ggg 3 1/2 5 1 4 1 gag e 1 0 1 3#' l Sac- M 3 1 1 8 Ik sac-u-oSo 3 1% 1 8 1% sec- w 3 4 1 0 1 3/8 i sac e 6 1 4 1 1/2 ac-os-eto 6 1 8 & 3/4 ac-la-o6e 4 1 8 h 1 Mc- E 06o 1 8 W Ik gg.2o-o6e 6 8 1 8 W 3/8 ) gge 1 8 14 1/2 m sag-to oso 8 8 1 s n 3/4

8 1% 10 1 3/4 1 i sec- u.oso 8 2 12 24 Sk I ag.m 2 12 a 14 ag.u.oso 8 la 1 a sk 3/s l O Mc-06-too gg.es-los sac-lo 10e le la 10 1 i 14 8 10 s 1 3/4 1k ik 1/2 3/4 1 sac. u-Loo 2 12 2k 14 ge-20-100 10 10 2 12 24 14 mg.galon e ik 3/s 12 1

           -                        sac +un                   12                   1           s                      14      1/2 s N 120                                        1           8                      14      3/4 sec-le-Do                 12 14        10             1 3/4             1 sac-u-up                  12              -

2 12 24 14 sac-an-no 12 12 2 12 24 1% sac-24-120 2 12 24 3

                                  . sac-Wuo                   12 14                   1           a                      14     .3/4
                       ,             sm14c                                         1           8                      m       1/2 sac-os.140               14                                                                                    ,

14 1 8 1h 3/4 ag.as-lag - i ac.14-14e 14 14 to 1 3/4 1 a c-so-lao 14 2 12 2k ik 12 2k 14 14 2 sac-to-too 2 12 zu 3 i sec w 14o 14

O E 1; TTFICAL INSPECTIoM DRAWINC .

sT1ur/swusaEl RISER CLAMP meo ML REv. snt TIls DRAWINC IS FOR INSFECTIoM FtntPOSES oNLY. Sic o 2 .t 3

 ;                                                                                       So

                                                                                                                                                  .c -

Y Attachment 6.21 QI-029 O Rev.3 V1Ma SOLT FD g , ,g,g Ta! SNEss CATALOC 0003 . s!ZE (D) T(U) 1/16 V(IM)A1/16 D(IN)A1/16 a(IN)A1/16 . sac-06-160 16 1 3 14 3/8 sac-08-160 M 1 8 14 1/2 sac-10-160 16 1 s 14 3/4 Sac-14-160 M 1 10 1 3/4 1

                                   $2c-20-160                   16              2             12              24         14 sac-24-160                   M               i             12              24         1 Sac-36-160                   M               2             12              2k         3 sac-06-180                   M               1               s             ik         3/8                  i sac-Os-130                    2               1               s             ik         1/2                             ,

sac-10-180 2 1 a. Ik 3/4 l sac-14-180 18 14 10 1 3/4 1 . Sac-20-180 18 2 12 24 1% sac-24-180 18 2 12 24 14 sac-36-180 la 2 12 24 3 sac e -200 20 1 s ik 3/s sac-Os-200 20 1 3 1k 1/2 sac-10-200 20 1 8 1k 3/4 sac-14-200 20 1h 10 1 3/4 1

                        .          Sac-20-200                   20              2             12              24         14 sac-24-200                   20              2              12             24         1 1

sac-36-200 20 2 12 2k 3 , sac-06-120 22 1 a 14 3/s,. ) sac-0s-220 22 1 3 14 1/2 l sac-10-220 22 1 3 14 3/4 sac-14-220 22 1h 10 1 3/4 1 sac-20-220 22 2 12 2k ik 1 I

                               - sac-24-220                     22              2              12             24 sac-36-220                   22              2              12             24         3 sac e -240                   24              1               e             ik         3/4 sac-On-240                   24              1               e             ik         1/2 sac-10-240                   24              1               0             14         3/4
                            ~

sac-14-240 24 1 10 1 3/4 ' 1 Sac-20-240 24 2 12 24 14 SEc-24-240 24 2 12 2k 1h i 1 . I r

l I i 1 E TTFICAL INsFECTION ORAllINC I This drawins is for taspection purposes only. STaUT/sNUnsta alsta CLAMP ". T* sac 3 ,f3 41

__. _-_ _ - . _ _.r-_ _ Attachment 6.21 QI-029 Rev.3 OI SRF Type PC (See Notes 1,2) B A- . 4 7e.l- -l+ SRF Type BA (See Notel) di - -

                              -d4  5           SRF    Type RO (See Note 1)

Y d SRF Type 50 CATALOC CODE 3(IN)t1/16 ] O

                                 . SRT-06           3/8 SRT-08           1/2 SRT-10           3/4                                            ,

1 i SRF-14 1 SRT-20 1 1/4 SRF-24 1 1/2 I SRT-36 3 j1 1 NOTES: 1.) For rear brackets, see 3RH-ZRS. 2.) For pipe clamps, see BRE-5FC. 3.) Svav scruts may be installed 1800 (and to end)* from the con- - figuration on the design (rasing. TITLE; TTFICAL IN5 FICTION DRATJG t FIZED LINCTR SWAY STRUT "O

5"h This drawing is for inspection purposes only. SAF , g 42 ..

                                                                                                                                                                                                          -- ^

e -., c - Attachment 6.21 QI-029 Rev.3 C. - 1.) All socket velded couplings require a air', mum of 1/16" pull back of the estession piece for proper fit-up. 2.) Solid type eeuplings en struts and -

                                      .          and plates sa fixed struts shall act exceed 1/16" misalignment from the pipe (barrel) sosterlias.                                                                              .

3.) The souplias (solid /secket) shall be ~~ ~ equare relative to the barrel. -.-

                                                                                                                                             /-
                                                                                       ..                w                  -.             4 ,, .-
                                                                                                                                                                                                 ~..

4.) For modified struts, barrel size and . - . . ~

aQdann weld sizes are shown below.

STRUT SIZE UCHINAL PIPE SIZE FOR 3ARREL MINIMDf UELD SIZI*(IN) 06 1" Sch. 40 3/16 - OS 1 1/4" Sch. 40 3/16 10 1 1/2" Sch. 40 3/16 14 2" Sch. 80 1/4 20 3" Sch. 80 5/16 . 24 4" Sch. 80 3/8

                                                           . 36                                                6".Sch. 120                                               3/3
                                 *Need set be lar5er than the thickness                                                         --          --

of the collar. - . . . . 5.) If spacers 'are installed, the following notes are applicables (s) Spacers shall be selected to approximately canter the ayerod , in the brackat/ clamp. (b) Spacer outside diameter shall not exceed spherical bearing housing outside diameter. (c) If the ayerod is installed in a hor-isostal positica and the resulting gap is just enough to install one spacer, t'he spacer shall be installed en the bottom side. (d) Due to tonfiguration of bracket /cla=p, , the resultin8 Sap any not accomodate a spacer. Omitting of the spacer is permissible. t ME! TI?! CAL IN5?ECTION DitXWT,3G FIZED LENGTE 5"JAT STRUT

                                                                                                                             * *O O                                                       RE v.       SnT. ;

l This drawing is for inspection purposes only. ggy I 7 ef7t 4.5

Attachment 6.21

                .                                                                                                                                                                                      QI-029 Rev.3                      j O                                                                                                                                                                                                                                !
                      "                       7a               -
                                                                                            ~LS,
                                                                                            -     ;.                                                                  SRS TYPE PC 5                                                                                                                                      (SEE NOTES 182 )              ,
                                                                                           ~

7 = SRS TYPE BA ga L{ , (SEE NOTZll B M4 ~ M= -- SRS TYPE RO p LN tsEE NOTE O M- ~

                              *p.-                                                                                                                          TYPE So SRS 4~
                                -B O                                                   s 2

z r*** *U ro, L , a ci o ... .a..e 2 or 2. V/ r ,, '. - N - 7

1lI I I ! I,! I I I I I i f) W

                                     .                t      c g                                                                                                                                                                .

I ( This drawing is for insp. tion purposes only.'

l 2 - F #r 7;ffy f,#Nw-1 O Li I i i i i i i i i i j TIREh1CA1. USPECTION DRAWING h((.C mF DRAWWG NO-ADJUSTABI.E SWAY STRUT

                                                                                                                                                                                                       " E **          3"I
                 .s e                                                                                                            SR$                 2            1 of 2

Attachment 6.21 QI-029 Rev.3 SOLID TTFE COUF:,DC gaggg.T TTF1 CDUFLINC 1/16 2(IN)A1/8 C(Ul t 1/3 CATAlec CDDE B(IN)g1/16 2(3)3 _1/8 C(U)*1/S CATALOC CDDE B(IN) 1 U4 sas-06 3/8 1 U4 13/16 sas-06 3/8 1 523-08 U2 1 U2 1 U16 sas-c8 U2 1 ua 1 U2 1 3/4 SRS-10 3/4 1 3/4 1 3/16 3/4 1 U2 sas-10 sas-14 1 2 2 3/8 335-14 515-20 1 U4 1 23 1/8 3/16(1 13/g,,,, 2J/16 d, 1 U4 2 3/4 3 1/4 3 11/16 ~3 1/As ' ,

                       $35-20 1 U2     3 1/4          37/8           515-24                 1 U2 335-24 3    '& 3/4          3 U 2'         335-34                   3        5 7/16 & 9/16 3RS-36                                                                                                           .    ..

acfES: 1.) For rear brackets, see BRI-ZRs (9.) For salvaged socket or solid type 2.) For pipe clasps .see Est-IFC coupling, the "C" dimension sha.11 8 he at least equal to the height 3.) Sway struts any be Lasta11ed 180 (and to and) frem the esafiguraties of a scandard size nut. shove se the design drawing. 4.) All sechet welded asuplings require a staims of 1/16" pull back of the estension piece for proper fit g . S.) Solid type soupliass sa scruss ad and plates sa fined struts shall est exceed 1/16" = " % t frem the pipe (barrel) centerline. 6.) The eeupling (solid /sockat) shall be square relative to the bazTel. O 7.) For modified struts, barrel size and mini =us weld size are shown below. TTRUT ST.II NOMINAL PI?I E12Z TOR BAPJtIL 1" Sch. 40 MINDfCM UT.* D SIZI= (IN) 3/16 l l 06 ' l 08 13s" Sch. 40 3/16 10 1 " Sch. 40 3/16 ; 14 2" Sch. 80 1/4 20 3" Sch. 80 3/16 24 4" Sch. 80 3/8 36 6" Sch. 120 3/8 <

                   *Need est be larger than the thickness of the collar.

8.) If spacers are tastalled, the fe. lowing notes are applicable (a) Spacers shall be seleased te

                                    ,,._- w eely center the ayered in the kracket/ clamp.

(b) Spacer outside diameter shall set enseed spherical bearing housing 1 entside diameter. I (c) If the eyered is tastalled in a her I isostal posities sad the resultis; ' gap to sust enough to install one spacer, the spacer shall be f.as.,alled on the bottom side. * (d) Due to configuration of bracket /claan too resulting gay any not accomodare a spacer. Caitting of the snacer is TITL.E. TTFICAL 357EC"'!CN DRAIT3G permissible. ADJCSTABI.I SWAI STITT

                                                                                              **            $13 5M This drawing is for inspe= tion 9urposes only.                                                                       A {V*  2 w

Attachment 6.21 QI-029 Rev.3 O

MATERIAL ~ sA-36. A-36;

                                                               , TOTAL LENGTH OF SHIM                  a                  SA-51E R55. 60. 65:

A-51X R$5. 60. 65: I/8" MIN. [_ ' MEMBER SIZE ' A-570 * (BOTH SIDESTl TA'V'N/////H///HH4': $HIM i r ' 7 y .:

                                                                    +-     SEE WELD             A-DETAIL
                                                          , SHIM WlOTH          -

3HIM o Y//H///H//1; . SHIM TUBE Af i V////////////) r s S.u r 1 i _ _ _ _ _ _ _ _ _ _ . - - : ME STEEL g, we'o oeTai' O

SINGLE SHIM ON TUBE STEEL (TYPE 1) ,

Min. Wald "A" Shim THK "5" Weld Size t.ength (Note 3) 1/16" 1/16" 1/2" 1/8" 1/8" 1/2" 3/16" 3/16" 1" k" to 4" (Inclu.) 3/16" 14" ' 4" to 2" (Inclu.) 3/16" , 14" NOTES:

1) For large bore pipe. the minimum shim width is 24".

2) For small bore pipe, the shim width shall.

not be less than 4" unless otherwise noted on drawing. l

3) Tor small bore, the weld length is equal to the width of the shin.

TITi.E ". Typt.s1 Insowecion Drawins 5his Details CRt.wWG NO. SH P'- I

                                                                                                                                                                  .I"
                                                                                                                                                                  . e e This drawing in for inspection purpowes onis*.

M9

Attachment 6.21

           .                                                                                            01-029 Rev.3 O                                                                      MATERIAL

sA-36; A-36; SA-315CR.55, 60, 65; LENGTH OF SHIM NO 2 3 4 A-370; 5 + 1/0" MIN. m . LENGTH OF SHIM NO: I "- A-515C155, 60, 65 SOTH SIDES)" . ,

l ANNw WNNNNNNNNNN\\\\M ) W/////////////////f ,1 _ _ Sg \fi % I -4"

                                                             ~*~                                                   .

SEE WELD J DETAIL e g SHIM NO.I l m SHIM WIDTH k i U////////// : SHtM g? Vf J w I r g

                                                         '+---TU8 E              3 +*

F ' j STEEL i 0 -TUBE $

               <                                                                                          STEEL              i
                                                                                              '}'                            l t

WELO DETAll j m as, STACKED SHIMS ON TUBE STEEL l ! 1) For targe bore ,1,e, th. (TYPE 2) Mia. Weld , ainimum shia width is 2%". "A" Shim #1 TEK "S" Weld Size teneth (Note 3) l

2) For small bore pipe, the shim 1/16" h" l

width shall not be less than 1/16" 1/8" 1/3" ha f h" unless noted otherwise on 3/16" 3/16" la the drswing. k" to " (Inclu.) 3/16" lis"

3) For small bore, the weld length is 3/16" 1h" equal to the width of shim #1. h* to 2" (Inclu.)

l A) When combining shias, the thicker of

the two shiss shoule be attached to

' the ethe steel unless otherwise approved i by engineering.

5) Fillet veld size is equal to the thick-ness of shia #2, but need not exceed 3/16". Length of fillet veld is equal to l 5 times the thickness of shim #2, but need not exceed 1 5/8". For small bore, the l

weld length is equal to the shia width. i O TITLE. Typical Inspection Drsving Shim Details R(y, gny ORMWG NO. gggy This drawing is for inspection purposes only. I 2 d3

                                                                     +7 sn

                        '~~ ~~'
                                                  ' ' ~ ~                                                                                                                                     Attachment 6.21 QI-029 Rev.3 MATERIAL

sa-36 A-34; a-370:

S .Vs. MIM w SHIM u -stsca55, 60, es; ~ A-StSc155, 60, 65 (30TH SCEs) k - b V////////////////A J b (THICKNESS T ; S ( QF PLANGE) l 3 / l 5(SIZE OF ' WELD) , , E ES:

1) D sIm or s40&L ct CREATE TE!CDEss TEAN FLApat (T) TEIN: s=T u DUs 1/16".

2) Ir sum tzzczurss ts.uss taas FLasct Tuzcuzzss Taxx: s= Tuzcuzzss or sum '

ursos ule". (szctrr som us" suzz, saus" and ule" sazu, s=ul6". l f g a _' '

                                                                                                                  -- s _ - , .m, "A"
                                                                                                                                                               ..f.

MIN. MIN.

wata sazM ! sazu

                                               ,         r/////////A                                    4..                ,.            Txx(n)           ' usazzta)*                    Winrn(s)*

I 4k I R I ~ ; 1/16 1/2 1 1/2 ., v [. 1/s 1/2 1 1 1/2 2 1 3/16 ' ; '1/4 to 1/2 1 1/4 2 1/4

            '                                                                                        )                                                                                     2 1/2 I                 I 1/2 to 2                                  1 1/2 r

I R~ lv

                                                                         \ STRUCTURAL

see Notes 2 and 3.

SHAPE ,.. g-v._,w - - - I SHIM ON STRUCTURAL SHAPE OR PLATE (TYPE 3)

NQTES

t) r., 1.rie wr., the -<-< - *s. wach is 2sa.

2) For ses11 bere, the shia width shall act be less thss %" eniess otherwise acted on the drawing. ~
I y

I

3) For small bore, the veld length is '

a equal to the width of the skin. ,

i '

R .. _

                                                                                                    ..~~

O '

                                                                                                                                  '***' 'TtTI.E.        Typissi Inspecties Drawing l                                                                                                                                                        shim Details 1

sEZM This desving is for inspecties purposes onlyl 3 3 46 .

l - Attachment 6.21 QI-029 Rev.3 MATERIAL: 1- Clam, Sedy : Asis SA-36 , 5-Selt 4 Fia:ASIE SA-193 Grade $7

Buss:4SME S4-194 Grade 25 Land Sistribution F1ste: 4SME SA-36

r ,

.-- L) zh -

                                                                                                      )
                                         ~

U -l . d y s

!                                                                        SSC l                                    CATALOC C003               NON. rut SIZEfn) TfDis1/14CATALOC                          SSC-06-100 CODE     10       3cet.PDE    1 1/2          S22E(3) T(D)t   ,

l SSC-06-025 3 11/2 1 3/4 $ 1 3/4 SSC-06-100 10 i SSC-OS-025 as 10 2 l 3 1 Ut SSC-10-100 SSC-06-030 1 3/4 SSC-14-100 10 2 U2 ! SSC-06-030 3 3 1/2 4 1 U2 SSC-20-100 10 SSC-06-060 4 1 3/4 SSC-06-120 10' 1 1/2 SSC-08-060 4 2 88C-08-120 12 1 3/4 ! SSC-10-060 12 2 ! SSC-06-050 $ 1 1/2 SSC-10-120

                                                                                                                                                                     *2 1/2 I

1 3/4 SSC-14-120 12 i SSC-08-050 5 3 1/2 2 SSC-20-120 12

                                     $3C-10-050                                    5 2 U2        SSC-24-120                   12                  4 U2 SSC-14-050                                    5                                                                                       1 1/2 1 U2        SSC-06-140                   14 6

SSC-06-060 6 1 3/4 $$C-08-140 14 1 3/4

                                      $3C-08-060                                                                                                        14                                1 6                                2     SSC-10-140 SSC-10-040 l6                                    2 1/2       SSC-14-160                   14                  2 U2 SSC-14-060 S                          1 U2        SSC-20-140                   14                  3 U2 SSC-06-080 1 3/4       SSC-14-140                   14                  4 1/2 S

SSC-08-080 8 2 SSC-10-160 16' 1 U2 l SSC-10-OSO . 2 1/2 SSC-08-160 16 1 3/4 SSC-14-080 8 2 3 U2 SSC-10-160 16 SSC-20-080 8 NOTES

i

. O TITL.E. TTFICAL DSPECTION DSAMUG S1tFE1 STU7 FDE CLAMF

                                                                                                                               # *O "                    SSC j

This dirt.aB is for inspection purposes only. e . _ _ _ _ _ _ 1

Attachment 6.21 QI-029 l Rev.3 0 30M.F1PS S111

         <:A74 LOC C00t          (2W)                      TIIN3IIIIO m-16-160                     le                    11/2 i

SSC-2bl60 . 16 3 1/2 . l SSC-26-160 16 4 1/2 2 l SSC-10-180 18 l SSC-14-180 18 2 U2 ' i SSC-20-180 18 3 U2 i SSC-24-180 18 4 U2 18 6

SSC- W 180 2 i

SSC-10-200 20 SSC-14-200 20 2 U2 SSC-20-200 20 3 1/2 l 4 U2 SSC-24-200 20 20 6 SSC- W 200 I 22 2 . SSC-10a220 I SSC-14-22o 22' 2 1/2 SSC-20-220 22 3 1/2 , SSC-24-220 22 4 1/2 22 6 SSC- W 120 24 2 j SSC-10-240 SSC-14-240 24 2 1/2 SSC-20-240 24 1 1/2 SSC-24 260 24 4 1/2 24 4 i SSC- W 140 26 2 , SSC-14 260 SSC-14-260 24 2 1/2 i SSC-20-260 26 3 1/2 SSC-24-260 26 4 1/2 26 4 ( .SSC- W 260 2 SSC-10-280 28 SSC-14-280 28 2 1/2 SSC-20-280 28 3 U2 SSC-14-280 28 4 1/2 28 6 SSC- W 280 30 2 SSC-10-300 SSC-14-300 30 2 1/2 SSC-20-300 30 3 1/2 SSC-14-300 30 41/2 - 30 6 SSC- W 300 SSC-10-320 32 2 SSC-14-320 32 2 1/2 SSC-20-320 32 31/2 SSC-14-320 32 4 1/2 , 32 4 SSC- W 320 34 2 SSC-10-3AO SSC-14 340 34 2 U2 SSC-20-340 34 3 U2 SSC-24 340 34 4 1/2 34 6 SSC-36-340 SSC 14 360 36 2 SSC-14 360 34 2 1/2 SSC-20-340 36 3 1/2 4 1/2 O SSC-24-360 SSC-36-360 36 36 6 TITL.E. E M 1 m P Cd PREY" . udwesG NC. I SMT SSC 2 ef ? This drawine is for inanection purneses oniv.

          '                                                                  So

                                                                                                                        -                                                       ._._____m___                                     l l

l Attachment 6.21

                ~                                                                                      -

%t . .

QI-029

                                                                                                                                                                                                         ,,3
  +.

n

   !                                                                                                                          _1.                                                                                      l l
                                                                                  $TV

u. A. % (

l a.y he 1.e. tha. th. - m i thi.h ... m.1. =c.,tabl. d a. =1d.i.e
.d est be any greater than the actual thickness if the difference ( .i) between the -l actusi thickness and the asalaal thicknesa doesn't escoed the followings -(
r 1 Ilosinal Thickness Allowable Difference (O) ' f _
<3/4" 1/32" 23/s" 1/16" [
The toes of most re11ed shapes are rounded. In that case. the edge is built up to ! esaure full threat of the weld as shown above. t.
/ MACH. -
P-y %ftto'O
/
GRE ATER y
y /
g ThAN L35' /
/ p LES$ . p TMAN 43' < / ,
y s > f _, ._ ,u r.
=
DETAll 2 .. For skewed assies where 1358 the inspector need not be concerned about the weld sise untesa machining to sa lad' for, in which case the weld will be a normal fillet weld with else determined by the thickaees of the asterial and the slope. If a weld i sise is provided es the applicable drawing. [ the drawing weld size will severs. b d I . 1 i 4 TITL. . Typical Inspection Drawing , O, -* Weld Details ORAWWGiG NC- ygg REY. SMT This drawing is for lampection purposes only. I let 1
?
l . 5l - I
~ ~ *~~--..e.
2.=,y - t - ,7my. . ..a .
m y * ~ Gip yy
- = - - .
Attachment 6.21 g QI-029 Rev.3 { i w
/ e- .o. s.< ,e. ; masas- ,s! / i s t l / / . 6 ,-! j i , t
s , f , , s I
j i sv
\ [ hD sv ..
DETAIL 3_ i i l ' I.
-l
3) 1EE IBEFECTOR RALL TERIFT ThiAT TEE "S" BIMDSIgus sucint CI TEE SEIT3IS Ad23 VITE TEE EELD SIZE mglaf (El TEE AFFLICABLE BaalrINC. AT & EINDEN.
1 iI !
/ d 4s*Ca<ae* / /d a . / / ,4 45* s t <60*
I
y / -
^
[ W h/ l.8 i
\
sV sN
. orIa!Li i'4 .1 . >
d *
. sam es ear u enemm as e asse me em nr e riusr as I E "u"m"'s"m*E a u"smEs E "" " "* ' ~. .s um = we = m. m f
A t is* .laar .nis .mn -i m. .a m* m . sus m n inn to I i
.o,, . m. _ ....
Sf a .13 M .3b9 tee. nurt test 11A g 12 8 1aet .isse name anse sim. same ts" .18M 19Lt some un seat is t. es* tsas . tan t -. ma me ma - L e, a n* nn . trer n .... u nu i TITLC. Typical Inspection Drawing i Weld Details
l l This drawtag is for inspectise puryeses only. N

G Q-g AEV. SM l .
~ .\ $1 * * ;c' ( *, p,.e. m . " 7 % : .T ' ? t.;!*r e P e r m e it h e 4 %i. - * * * ' W* * ' M* ' *****' * -
---m it F
Attachment 6.21 QI-029 Rev.3 30*s4<45' 4
' 8 d M . slN . ,
i
~
I The "d" dimessies shall be seasured and shall. at a etsimus, meet the requirements 8 of the table below . Weld Sise teeutred "d" Nin. !
. 's 3/8 S/16 i 7/16 3/8 t 1/2 3/4 i - 9/16 7/16 1/2 ;
S/8
11/16 9/16 3/4 9/16
( ! 7
, , y r., .2i o1.> n .1, the weld set- ,.t...
A-8 C-D seeds to measured. i C D r
. ,S .
! R, .
DETAll 6
)
l O TITI.C Typical Inspection Drawing Weld Details This drawing is for taspection purposes only. ORAWmG NC. REV. i SMT W2 1 3 v3
$3 = ,-----.w_---,., ,. , , - _ . ----,.._. , , , , . , , _ . , , . , _ - , _ , _ - _ _ _ _ - _ _ . . . - . . _ - - - _ - - - - - . --. --
Attachment 6.21
' QI-029 Rev.3 MATERIAL!ams sa-su ca.1 er sa 36 QNr TO a t 4.8. 10 suss o6.os,to 14 sass o6.os,to.14 m anu1*U_tt menn+s/te. -t/16 ses 4.% 3/s 14 sans o6 3/s 1%
i na os - 3/s 14
mas et us 2 sans os 1/2 2 Ian es 1/2 2 ses o3 3/4 2%
suas la 3/4 2% IBs to 3/4 2% , mas to 1 3 3/14 sans 14 1 3 J/16 as 14 1 3 3/16 i j .. i I . l l .l l . TIM
TryICAL IN5FECTIOel OsA*4ING STsur/suunsta asAn snacxzt This dravias la for saepeccias puryeeu ealy. uumans na agw ;. sn t i
rR3/SRR3/f*S3 0 i t of 2 l N 1 l 4 . .. . . . .,. . g . . g
~
L a. O . . . _ . . . .. . . . Attachment 6.21 QI-029
) , Rev.3 g- g MATERIAL
O o g ASIS SA-266 CL.1
_y_ %I er d b rc ' 3. 70 M .- I n
>JL 1E I SIZES 20.24,34 6R , SIZES 33,100*
XRS sittS 20,24,se - C&fARDG CODE F IN) A 1/16 TO(IN) +5/16. -1/16 1 aftN) +1/3. -4 SaBS-Io 1 u4 a s/A s/4 ' IRS-20 1 U4 4 g/A N/A
$333-24 1 1/2 S 1/4 N/A 3/A i
IRB-24 1 U2 5 U4 N/A N/A SERS-36 3 4 N/A N/A E33-34 3 8 N/A 5/A SMRS-35 1 1/2 5 1/2 2 1/16 Mia. 3/4 2 M4 Mas. Sles-100 2 1/2,3 8 3 1/4 Min. 2 3 S/16 Man. i i
See Note 1 i
NOTE 5*
1) 21/2" pin en shock arrester end:
3" pia en transition hit end.
O . IIEE TYPICAL INSPECT!0W DRAWING STRlf;/ SNUBBER REAR BRACKET THIS DaMINC IS FOR INSPECTION PURPOSES CHLY. E3WM'esG 800. AE V. SMI IRS /S RA3 /SttBS 0 ? ei ? U . c . _ _ - _ . . _ _ - - - - - -
, __ 7 _,. _ .. 7 . . . . ww- - - - - i 1 Attechasnt 6.22 ; QI-029 i Rev. 3 Page 1 of I s i VERIFICATION PACKAGE NO. t ! Location of Rust , (Stainless Steel Only)
1 1
i i
i 4
i 4 , i i
?
A I $ t i 1 I t 1 j 1 i i 1 1 ! l 1 I i J , ) i 4 r J! t i i i i 4 i 1 i 1 t l I { ! f l 4 ) 1 e i QI-029.11 Revision 1 i
.\ . ..
Attachment 6.23 QI-029 Rev. 3 h O Page 1 of 1 MODIFICATION OF FORWARD BRACKETS e % >g e-4 k k . na f l!, A f, ," i
.l. f n . ll 1 / d V I' l 9 p - y) ' ' o .i tl T I -
p.s il F, P g' PF C-C SIZE MIN MAX 35 3 1/8 21 13/16 forward bracket 100 5 3/4 29 11/16 SMFB Sizes (MIN) F Fg 35, 35L 35XL 3 1/2 3/8 - 100,100L,100XL 4 1/2 3/4 - 35, 35L, 35XL 2 7/8 3/8 3/16 100,100L,100XL 3 5/8 a 5/16
~
Attachment 6.24 QI-029 Rev. 3 Page 1 of 1 O DUAL SPRING CAN ASSEMBLY 1 - n' n l i I
;i.
i! J L.J ' max 4 -* mag s ts'. *
Broken line illustrates the placement of the 2nd connecting plate and assignment of weld numbers when lengthening the assembly.
~
I Q Th l I - [
g_ (V
-F sar s.
ew I
i l
l . i SPRING PLATE WELD SIZE tk SIZE ) 0-8 1/2" 1/8" I 9 - 11 1/2" 3/16" 12 - 14 1/2" 3/16" l 15 - 17 3/4" 1/4" l 18 - 20 3/4" 1/4" ' ) 21 - 22 1" 3/8" O 4 t
,,=-,=ww,,,,%.ww-,,,,,-----.,---.-.-vv.~w,,~m.,y-v-,,, , c.,-ww.m ,w vv,,-,--ww+----.,-we-
-- w > ~ .. : . - . ;v . ' ~ "
l Attachment 6.25 QI-029 Rev. 3 ; Page 1 of 2 i STANDARD MARKING / STANDARD BOLTING COMPONENTS
..e.. .- . e ~- .,. .e u-. ---
P d
/
las1429 O ' est } 48f= 4:12 C,eee , i j G.=e. A4f ,
3d 3.,,,,
( A8lme A 3* W
= ! u a.sfas .e.e al.f.3 ,' /*%
r w'*.ta ,- l e.ee ASI** A*M
% . se.Jewei .
o,ede 8*a need *
3A8 93 i M Gaede !
.Ser A g
d AS*mealt! M
1 l 181 l 0.see 48C I*' * * -
L 8
*/
lesyi.
'fes.see swe
[ .
,se 4.ede E80 Cese 498'.4 4
3., e. SA49W g asese j Ocede d A O
w. e ed.
Affas Al92 "* Asad
IRN g,eee gg,,, **
154 594 4
Case 2.8 i .. . p.e Seede '
i gg O AIM ased j ' Geode 48 A.8.he A.I.9,3 . . c,,
.A i A8he A4. . . ~ Seede M Seise. .
i ... j .m. .
,, 180 WM Ser.=
D, Case 8.8 3 de
a,ee n. --
m., A- - 4 v d. a u. Seede # i A: ' MA A Seeds UA
u. -
Agtse Ag i*, Bande A. pg i W
. $areng y' .. 1 88mse Case 10.9
w. se --
m.
u. w n.
N
V i
r-
g A,8,the A1,93
{ Samee - t
A- u=. i 1
j V Seede dC .
... ==. 4m Geode 80C f
h A8088A33
--==
L43 Geese LA8
h,, g A8msA893 .-
Osede teas t . l t 1
Attachment 6.25 QI-029 Rev. 3
' *"*' a .;.e '~~
M. . w*---
s. . 0.".s = ea "se . ~w se g Sel I@
G. 3 8.at 8% s..m ,, 45: .::: Geea. 83
$We A$tes a4d A=a o_ N 5.no C ene is .. ,,,., 4eee w B&C ~ ~ /
ssg gm Sehe. ASM u'* l s.,m at e,s.. : - e,ees ,.2
. M *
ASN A33 68h A 23 . . . . .
38# 4eede 887 f v AJ48 fype I _.____ v . 96Epe
- Asm A:n uw Asu se,e ,* - **" Geese SJM W type 2 $seeswei 38**
G.., .Sehe
.._ . . . . .a: .e=
A11 ,,,,,, rg- . g . _ _ _ . . . _ Ovese to m As,k' "A223 y V - I
- ASW A320 E ~0 esse tac As k 4334 ... .
0<ese 85 v .
s. .a e- .
.s .. 4.. ==_a= .o.ese8se . sAs Jew seks Geesel Sete-,
U . Geese Sam l AE su ,.. o.a e. .sa um S* 4 Cease 64f m A.,,e m,4
o. 4e to Se_r==% . .
( 2
.. . . . 1 l
Act chment 6.26 QI-029 Rev. 3 / Page 1 of 19 ITT GRINNELL COMPONENT STANDARD SUPPORTS INDEK Description Py Steel Pipe Clamps (Fig. 295) 2 Steel Pipe Clamps (Fig. 295H) 3 Steel Pipe Clamps (Fig. 212) 4 Beam Attachments (Fig. 66) 5 Turnbuckis 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 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 O Constant Support Constant Support (Fig. 80-V); Type D (Fig. 80-V); Type E 18 19 20 Constant Support (Fig. 80-V); Type F 21 Constant Support (Fig. 80-V); Type C 22 Constant Support (Fig. 80-V); Type A, B & C 23 Sizes 84 - 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 . O
l Attachment 6.26 ,q y QI-029 Rev. 3 l I l steel pipe clamps double bolt pipe clamp SIZE MANGE: % mrougn 08 inen, flg. 295
MATERIAL.: Careon steet.

FINISN: Back or galvaruzed: furrusned D!act urgess l omerwise specfled.
SERVICE: Recornmended for suspension of poe re-quatng up to 4 incries of insuanon and where flemtuty of me damp is desiracle - uthwi tne lirrutason of tem. perature and loads snown boom. MAXIMUM TEMPEMATURE: 757P. APPROVALS: Comphes mm Federal Soeoficanon WW-H.171 E (Type 3) and Manufacturers Standaroita-non Soosey SP 49 (Type 3).
**i.* -
INSTALLATION: Attacnment to me cfamp rnay be
,e-made um a we6ded eye rod Ag. 278. page ph-52. or the wendees eye etts 89 290. page pn-59. %M 7 ""f _ _.*.7 PWATURES:
e Load boa and attachment wiB extend outside of 4 Incriined: poo covenng. -
, .g. e . toed ranngs m i ANsl code reeuremeras and are suestanested by lanorneory test. -, y .,-;
e Rossided comers ort darno ends provide greater safety for personnel.
. g/ ' .I_ e l, ORDERING: Soeofy poe este, igtse nurneer, name. . _._L4 ieede . .e e . d.Itser,e.or,e ->
ase meme inna me ter serve a tause q pese tasosaw ear, tury a ser see o e e emme e a e m
% seg see 7e * % 2% 2%e 4 *.e a t t%
1 000 000 78 1%e % 3 2*ie % 4.e a t 14 94 See eso 99 tw % 14 2"'e 4 8.e e t 9 "' e 14 1944 13M 234 t'W e i l' fee 44 44 4 4 e in 2% 2 IS45 13M 254 24 1%e 5% $4 % 4 s14 !"'e 2% '948 t JM 2?2 2er.e t es.. g4 1% % % e t% l 2'* e 3 1946 1300 34 24 t %e" 0*%e l'*ie 4 4 a 14 34 4 2900 2230 000 3% I%e F% 44 % *ie a 2 44 9 2200 2230 ese 3'*.e t 'r . e4 7 % k.a e 2 1 8 ast$ ISSS t143 4% i%, g'*.e g*.e % % a 2% 4't 8 2000 25S8 1215 $% t% 10'*.e f*.e 4 % a 2% 7* 6
'O 1240 2900 4% t e 'tet e2 *c a.e t %e23 tL 12 3240 28s0 2225 F% t *ee 11Se 9%
13 1 % a 2') to 43M 3838 3790 9%. 2 144.e 12"r., t% %a3 10"'.e
'O 4300 M25 4927 '0". e 2 + 18.e ' 3"'. e tw %e2 e t "' e 14 4300 3eas sagt 11Se 2 108.e 14"ree 14 %e3 '2'"'s al $400 ee00 8725 12% 2 17% 19 % 1% %e3 14
( 24 4900 4099 9000 '4% 2 99 4 ??% t% %e$ 'O 20 0000 . I1230 t7% e 2e4 21 % 14 %a4 20 30 7500 t5000 18 % 24 24 4 23 % t% %aS 21's 32 9290 'e230 '9% 2% ft 21 t 's %,e 2*% 34 9000 - 24400 21 % 3 39 % 27 % 1% taS IS 30 10000 - 25750 2:4 3 34 % 2eh tw t:S 29 seeses et me suomeow secemos snouse se me ANSI Case for messi. mong. k
. _ _ _ , . _ - - - _ __ _.__..on.tg
/%
Attachment 6.26 QI-029 Rev. 3 steel pipe c! amps heavy outy double bolt pipe clamp , SIZE RANGE: 6 Intougn 36 mch. flg. 295H MATEntAL: Carson stem. FINISH: Black. SERVICE: RecJmmenced for suspensen of poo re-quring up to a menee of insuiabon and wnere nesien ty of the clamp is deeraDie. e MAXIMUM TEMPEMATURE: Tso*Ir. APPROVALS: Complies wittf Federal Sooencanon WW.H 171E (Type 31 arte Manufacurers Standare:za-een Sooety SP 49 (Type 3).
PEATURES:
. .g , .
Load boa and attacament wel extend outsade of a inct tntcn pipe covenng.
t e Lead ranngs meet ANSI code recurernents and are Q . . . sunetannated cy tacoraeory test. ORDEMING: Soeofy poe size. !!gure numeer, name. my- y C3 . 4
p Q _.a,. _ .e, e- .
e 1-e.J m e e e .t.effMette one,,ee, mammmme : emas same me as, eersine- _
'l" e.e. r- *:'4""of . e e . , e -
0 300s 3129 1300 446 t% 104.e 8'*.e t %a24 4 8 4000 eaes 1000 4 2 118e t 0** 19 9 : 2*9 ." h 13 !E.3 4610 1C11 Me 2% '1's % 9 'e 9 e 3's ) 12 7000 8230 43o0 444 IM 14*.e 12*.e 1% te s t's 10 % I le 9000 Seed 4000 984 24 11 9 13.g i3 noaa tt% te to000 esso e000 90 % 3 97's 'a% e ng %.sw ' 3's 18 83000 12325 11900 12M 3't 14 % 10 4 2 1 ae 14W 20 15300 13000 14000 13M 3w isat 1F% 2 l e5 et f ( to 28 98200 18eN tated 99000 91 9 SW 22# s '9a, . , ; e ,e een 39400 10 4 4 3t ag 27g an i eF 23 %
\ 30 31000 . 40000 19 % ewn 32 % 2s4 t :8 24 4 2%
22 22f90 '" 19900 21 at 4% 30 ft tw '% e 4 29 % 34 2s000 - 00e00 23 % 44 37 % 32 4 29 tW s F 28 9 38 20000 (7300 feet 4% a44 34ab 2en tg a 6 30's seasse en ce ses ease secemos ensen a me A8 sal Cees aar measure Pissig
+
_e_=. - - O Attschment 6.26 Q1-029 Rev. 3 .i . steel pipe Clamps medium pipe clamp flg. 212 S42E RANGE: 4 inrougn 30 inctt. MATERIAL: Carson eteel. PlfelSM: Sless or golvernaed; fumeened Odeca unsees eenenwee seco6ed. SERVICE: Resernmended for susoeation of cold poe
) , unes or het enes wnere heee or no ineutetacn is required.
nsASAsuu TEnePERATUME: 7901. APPROVALS: Undementere Laboratones based and i Feescry Mutual escrewed for 4 Inrougn 8 inen poe. Compe6es witn Fedece Soecification ww.H.irts (Type 41 and Menuseasurere Stoneeretacion dooevy g, ar se (Type 4). 180STALLATION: beWy used wien weedlese eye nut eg. 290, eage ele, or eye rod. ( -.- PEATU.RES:
. t.e reen,e , o mai om. r nie and e,. @ l .-, -(*I edelensesos ey laserestry test.
o Qampe egner to pee.
. m e ren,e se i
i"._ - i 4 i s.
. neunded eerne,e ero d. ,esier eu y 'or p.reen. =
i f OnoEne.o s,0*y e me. neure num.or name. e- ---R 1 . I leses e wesente e dimenneene (onehee) muu sensus immt am esso * " " " ' eglieugeot eme W t fWe e sur see e e e e P e to 4 W ese N t 't.e I"fm l"'es
% SN ees N 14 e 't.e t"Ise t
t% eres l got e 4st spes , 9 W 444 M 9 44 .e g aaeu g og se,, g,, , ses , t th M 484 N 0 81 ,e 't.e g ang g 'f,g ey ,, gg e g g o. ,, 14 est Fit as 18r.e 4 Pie I% er,, g,I g si,. 2 taas W 942 2't 4 2th 2% % %e1 2% 3% tens m tge 34 tt 34 3% 4 %st 3% 3 tone W tm to 3'ho W %et 3' tie 3*t 'See 918 953 3'8t.e 34 g% 3'h e t,',,e 3ar g i g,, w
. 4 toeg ese l 33 n. 44 3% g e e.g i g 3 *f,, t, , 4sn ,
s toes e3e ! see . e to e'w.e .=,e i. . 4.iw i ei. e 900 f eet 142 I 4 '4 % 1% 1 n. ' % e tM lh e sete g tese l ese e i t 7 e% e. % e t% e's to feet j 3330 f*' e lt l Pe f' .e % *e a 8 8' .e Jj toes tsae l '1343 ste est Ie I t* e t'se 's 4ef 9% to atee l 33M Net e 14 tete e% 4 *sa24 { 10's le aeos e 3333 3339 to tw Ilet 10 % % 'ta3's l tt4
; 'e MM l ITM Stto 99% 9% v3 e ene 9 eta 2% ' ' t*t M 2000 3730 3941 13's t e, tage 924 t% es s 3's l 13's le 3000 If30 lat3 i t3 tee te% iste Ig og a 3 l tsee 30 asse 3300 tt300 l 10% l3 31 % to t4 an e 4 l Sehe es 4 e e - osu.seca.eora ee, en is 4
= .-._2.. - . _
I l l t O. i V Attachment 6.26 QI-029 Rev. 3 beam attachments welded beam attachment flg. 64 - MAxlMuu RecQMMENDED LCAQ: 71.210 its.
,,,,,,,,,,,,,,.. MATIMIAL: Camon eteet. ' * *
q SERYlCE2 Recommended for atacnment to tortem of beams. escocally wnere cacs are cens.deracio and aw .
-j, i --- tod stee are large. ............ HOW TO SIZE Size of attacnment is deterrmnert by l
mas of rod.
,,,. N, /] , ,, ,, APPROVALS: Compuee wee rederal Sceancacon WW.H 1715 (Type 221 and Manufacturers Stand.
b *** l, ardizamon Sooery SP49 (Type 22). INSTALLATION: If nombility at me team :s de. red. l e L H' use we best and eye red Ag. 278, page on-52, or wim
*!**,* Wd t%.e =e en wedeless eye ivW Rg. 290, page pn.S9 and weid as /m ='"'"" anowel to the M. If verucal adNatment is desired. use V) . - - . ,-----
i
.c e,eed.d rod and nw and w d m. anacnmeni n e,rinven.d pe.nen e ine seem u .nown an.n.
ruAruRes
. o -J . e ww accommodore wwy neevy iosas and rod saw f ' throuGrl 3% inCM*8.
p p% I 1' . Can ne inmased so a = provide vor .eer nee,ay or for veraces adquetment. l I e Versschty afforce emnormced stoctung and ereccon. I* i
;I e ] -64 e foem ente need not be consedered.
CROERING: Specify rod site. Agure numoor, name. r f',Y i !l Soeofy awan non and nur d required ter 1* rcn one pO , ie and smaser O I~"*[" Scoofy "w tn pin and cocer pens
of required for 14 Incft rod are and larger.
M ..
~~
7.,,~ ~ . imede . wwww . dimenei.no cinenes e :- _ - e .se _ e, ,e O .- i tw "*lll""I " e i e , e . . . , le 99 a M 010 $le to 11f I% 8 8 *g 4 t4 't q eg e M tt30 tee se 131 1% 3 3 "6e 4 M 4 e, g a 3et is,0 19,0 M 980 t% t i s er., g m g 4 483 afte asse tse 87e 14 3 3's 1% 4 t *t **
% 9 a4 M . ,, s .%
3770
.see 3100 .m 1$3 .tr 3e4 en n 3
lig 2
*,ef9% l8, t ag ..) ..,
t% ist a 0 0000 0000 40s 3 e tu 9
,% ,M e m t ,.m 1 ,, l . .g 1022 's= l l'% a a i .
j3ri g ri i n6 % t en 3 _ 2% tat a est
%.M tw e '%
18r00
==
rmo te0W is.ee taaso
'810 rrw MM 24 0 30ii 3e's 9
i% tw 8 i 9 le$ I 4 8 n r% l 3% n M see 34 s't I % I4% m a% e r% aasco sesso ases ases e% e e ri 24 ew % M 3 eF 4ttes 3700s left 40f1 . Det g 3% 4 34 e, ( " 1 M 2% e ? 90900
Met _
ttse seee 9% r 3% e 1% 8's 3% M e f4 M . r4 l coneo rim. llleos .n l alte sw leate rw I . l r, l f IM nl 4% f
., l .% l e Senes en sie anseene seeense enema ei sie Mesa C.see eer p ,e si ,
e 14' ano leger are one =e es.or s.as pn.33
- T' - 2.-.._... Attachment 6.26 a QI-029 Rev. 3 rod attachments '
, turnbuckle adjuster Weidless eye nut flg.114 ,,,
right. hand thread .290
,e left-hand threed; flg. []I i , . ..e.
I
." T I m
q. .' 53
h,1 h!

ld. r
.a.
I
.ma manaa NGCoastseNee0 LOAO: 33.500 es.
I.AfeR'AL Peged esses. SemWC84 Pe use en h.pn tensoreewo pong escasamene.
. APPfe0VALS: Cemenee men Pooerm Sooence on ww H.
nam-N RECq eMOSO LOAOs 400 he. h % 'gk'"'"*""'**"#** ****"8" MATERIAL. Meneeste est. PEA 7unes: . piogggM gagg, e Sweensf eesse
P,ences in.eseconcessen sewe# toenon ce tw anwesen wood n see.gre of one man IfeSTALLAT10 01 No.medy used wien et roe nng. Ag. sw,,e ,,0, toe. Oneamesse. Semes, eos eso, agine nwneer. nerne if ener APPROVALS 4 Corn. hee wen Federal s.eeAeneen een s.tese eenomason of eye aus ese ens toe tasong WW.H.I71 E (Typ.15) and M.nul.eturere Stand. ese g w. spee4 eye riws mas one seesas ros tessing
.rea.sen Soesey SP ee efype 15). one. . P ATunes, * * =='a=
e.., .noet - * ~., 1 :- ! .,, , , eAn.s.en-ee..no we.,n.ne .no Ao , senn en. . .se , , . . , . .e.
P-oie = n e .a. .e a e = , ,,, . o caoeniani see.,y ,e. is f,4fo..
n, .. n ore nu,n .
:'= ;;; ,a
- O t.M , % 3F79 l 1300 , ft , t .eM f .M ,M .4 i 30. ,4 ,., M t ..F1 *'O 0 l - 349 . .. .e.m orM . e. .. . . ., a 1 2 I lleT. I l1a . e ee - .e - e,e e ee ,., % e,.o ,,s n onenes 6'
i. e ,,e.,nie -
..e .n, e on n. . *:' . l.le li . l . l. . ::' . o=aai ; .., .... l ., l : ;,,l...l,. ,. e .,.~,,, , i ..s .. i - n , , +. i , i: . . i. e - . . ,.
n.e n2, a r .. i s ..- n .. , , , , 1- a
"*l' la!a '*'!
non m n
. r..... 1.
n .. , e .. ,
. . , ,, I ,, . I ,., ', . - . .rse .. = n +.. e .. o.. pi , i e - , . e, .. - - ..co b ,n.n
e .. . . . . w- - Attachment 6.26 QI-029 O Rev. 3 0 . spring flg. B 2es: type A ,
!'.,' Z e W
**"% /~ we e.w..
4E*"'" "ID
'C"" ="D i
i E"""" "":D Mtf.' l [el C""Z """ D e l EC-- --- n ! e
..9...*.
8 E"""" e---- Df m; l
" 4C: : =s i O, ' .l:n 6 . f. - 'I f
I l / w - e- l L.=.a'.8s . s ).
-o ) 9'~~~. a. e. .e.s.e ~e v Un"J:.t.'."'
ryse A is me me e wie et ns. s-ase rrr arm.s A.- en.m m.i no iemw. meunn, ce noncer. 44,um-eventeerov eenne nenger. It is seeignes ter ennen- rnene et me nenver tend is essernoewies my tuming tne ment to es eusseeeng snemmer ey sereweig me iries e esionne en me lower nenger rod wiel me nenger picas tescos neie in ine tes ese of me manger me fue essen us me need and me need ensioneer powes to tn. oseered of ine too eso (*G* dirnenment. The unser jem rum poemen. leeds e iseignes e elmeno6ene (inehes)
e. me emme ensomme me an emmme enume =s mese. emens aussmie in m.e.
nemen insa =m% men s==e amen ese um.=s === === massi
.mm o e e immen o e e a e t i, mm. t === i ese is e i %i e s% e 'i . I e ', i r*..a s 5.. ,
os et e I %i e r4 e e 'is . ... ** 's I e ' . .. I e*.. ! i t ' .. in e a 7 % s e"i e s', 't.. 7 6.. r . t0'... % t see 7 % e tw e s'* s. 'i e * .. e* Ii* % n om e % i so.. . n*. n. . ca.. **. I i s... .. # r* e'*
v. ga+ Iit.*.: I 3 to is % e Fr 't e*
e nos is % r .. c n .. .* r.. . e see 94 % e een e*. . t'*. . *.. **.. I r *.. .s'* , it. .. l i "%. .
e.*

v. . i een 6 s '4 e Joe as %e 1 t i % 8 *.
F s3s se se e 't -e i. , m
*3% i Ps13:e' 8 %. r .%
i ' 'ow te. I c't. e t's ne %8 .. ! 6 % . '0% 899 % l ':3% 5 e ese le g % e t0% l 804 9% l e I
! t i%. i(% l ew% . .t o. t,er3.e e
t e.8 l e6
% i e
e t.yg.. g o.ne e, f.t%%. l sg
!,t 13,5 , t ., f.t. rtts .s . .% l I.% i t .. .
13 atJe et t e ig** , 4% gg t it% 13. . t i .s, t'..
'93 ages Te 9 7 13 % seg t e a, tw lt t3% 14% l 'e*, % "a 3em as 19 l 9 93% eet 9t% i e 13 % te% i ten. 54 Is seas of tw f 13et est f2 . t og ig en iG% .e te t 's to 7tte its tw e e eng 1.'. e. , t..,,. tg 10 % t ett l' ..
k 97 em tee t ag e
, e4 e.f., ene 'ean t ag 20't.. 30 *i. it 3.
2 *t. '.. 14 136 4 Joe a e te o ir% ie 20' *i. l 21*.. t 81'
e s ** .
to teses 34 24 i s '.. ' 2"'.. se mse .go tw 3% eg e 30 % 22 % t2%
+1% ' set 11 %
29.. lPt t% 23 4.. to *. .
$ 23"'.. 'te'* e 21" . ' -
31 mese las l 4% to 6 3eW I t84 33 % l 2% 1I 3e 3e% 83 Jeest oft i 3 ft l Sete l tith 29 % 3% 4 3 seig l3ste ,l 333sis l3% l 3"' ..
*e.assie .noies e see pse tem erovinsaw pse.epos essa T pn 49
p Attachment.6.26 y . QI-029 Rev. 3
Pre Er.girteered spririg harigers Sg. 5 268

type a flg. B-268: type C ,
- e
m. . .
.n .
Ae 8
; d. !4 . .
4 ; I 1 i
T*
a !.t 7 b .
; !< e -==. ~g - mmee .e l c c
c g
= , , .J-p=w Ie !l - =EE = ==.
i E, /= - e
. s. . . . a.=. g a c= e ==o i, l c , -- D' 'C~' "'2D C =::3 C ""D !' j a= ==Jo g;;;; , i a::
~! == .
. IG ,
I
. , , ,- a i ;i :- i & t i l ; y -
i
...er ! / :Ir -
i u =.:
-.e.4 = .;:,) 6. E*=**ewme - , a. seem o - J N, =.=.~. : we e se .
848 *** es.m Type 8 le furruened won a swge lug der anacnment to Type C is Nrnen ed vaert two lugs for attaenmer t to tne the guiteing sewesure. The lug permes ues of a csevis or budeng soucsure. These two lugs comer the use of an a per of anglee let asasfonent wriere heteroom is fam- sye roe or 8 Single plate for attecnment enere Need* ned. room is hmned, leads e esengeste e desseste6 ens (;nehes) l mes l ame me susse me one. emme immens W summes sue fut 8me i enume ammut amenes* e8 time. sue ammm. unna, amisms ammem tems i smn aus ne amm muss see as tenga s een eIe a ame aan l emmen e e ague P se J t ' e sie s l sonen t l amm. , aman 2 000 19 l 9 tt Sl "r.e l Ste l 4 1 I4 l 7
94.e i 1% % 1 % 's.e 00 et l 8 l% $l "t e i F4 J e I
rie l' 1% 1 0% l to'8..el 1% % *** % hitt .e9",.128.e!18e 13'8 .e 4 S P tt S "r.e g 8"r.e i e IM 4 10 s,.e tw % r, % 13 hie i %
0 000 $ et S "1.e g fire l 4 1% 0% 19'ne 14 % % tt* 10".e.e 14' e I % 2 93 9 *t S "'.a- Serie ' a t's 9 84 tP e e% % % 9 2* e v f' .e ' 8 3 SWt 18 tt 8 "/.s e 18 Pie Sk ei sit 3% t t .e 1% % , in 11' e s t a' .e . I e 38Bl 14 S "/.e 'No ttt 9% f P is Its
"#.a l attF' erg fur.e tt % i et f F .e ; it' .e ' t he i amat 'A te t 9k a t% 9% e 'I' *e e% . % *. 12' e f f * *e " .e e 3esi se in s s' *.e m i% ; 14 t .e is e r s33- 2* sI*'s*ei m on e .e + 0**.ee+.e, tri e i%n i ., .e , 4 i 12% + 3% ;, te's . e .e e ,tle to %. e I e .ee , t0%
i ,t. %, i t' .e in t ~e 1., , %.eme , tw
, Se se 9 seat se % e *.e soie i m i% i ii% te% e og Ig iew .is i% 4 ee. tr% %
10 183g e eges as og e . 6.e tm.w.e e se f ge,e J t*e fit ,13'o I a, og*e i 19 % j te s
.tv an g e. e g tM e #14 i tone iog , , , I g ta's 67 % 9"..
f3 2130 89 1 4 t% t*P.e 2000 F 1% See 2 12 % fl's tM t ot % 18% t ai l' e 79 8 13% 8% 94 3 04 % IF% t% 3 % IT% 2'3's 's
. He '9 3 leg es W t * *9 th . tee 1 g g a, 13% , t% p 3 l g '9'e l! 21% %
is $tJe tog t4 7 1% i 13en i e 3 t e ,,e song 2 3 % 21 s . 23Se e t 's le F12 134 3% 3 tan ; og*f.e l se m f .e..e 3 g es"..e 23 % 2% 2% ' en ~ 24's 26 % 2' .e 97 taan tas ten A 2
gne see 1 21 4 216.e h . fue og 24' .e : 246.e l o te t26sl Jet 3 9 I 2% 10 % 22's 12 % e i 27" ei 3 24 % ' 20 s., . S t "'.e 19 tease See m 9 l 2te 30 % ! IM 26.e

2* . e 4% 20 % l 3e... 30e'.'e l 2% 3 l 3%
i ett 29 % S t ".e 3e*.e 2 . as m aa ses 2% 'O 2% ' 23% '2% .e t 186.. 1e's...g"' e ai 3% , asi,. in 3e4 >e m r' .e, as seem,see 3seei; sa l 2 . isa it , m , 3si.e 8% i en ei e im l e% : , l3rie 3tte um . e m i pm are ** i an.eg a.a en . ,.e we o.a er.o or sw. = I 8 1 l
e ... ~, .
. + - .
i I 1 1 1 I m Attachment 6.26 QI.029 j Rev. 3 . J spring flg. 8 268: type O flg. 8 268: type E EE.;Y%e %"MJ-
. E.Y."...e u ~e -
h3 -
m. . . *~ . .

h. * *W. O'e '
6= ==_. J , g i% 4% W ___e .
, = = - -
C &i ==
- u-' -
gg , , , . iiiiii.;_. Q L .
======
E==_= n,
- =a :
e .
.e. -
D Di = ImebY st= = = =3p , r-- e . .ee mw
',. t a. * "~ :'
I it ~~"~j.YIa . ,.e y .. 3 Type O permes solusement of tne flanger from me too. Type E is ces.gned to perfut ediustment from eierer The type nas a piece of nat>ng wnicn passes enrougn a acove or esow tne nanger, ween 4 is estsled upon none vi tne too cas. Type 0 e ecoecia#y adaeted for tne sucoorting memoer and pioe e suspenced neow. use wnere the hoger is set soove une supporeng A couchng tapped ngnt Manc Dotn enes is 'umisred. Deems an$ pipe le suspended below. a loses a weignes e ameneaene Onense)
=e i emme essmen aus an ammme ammme e== sm-e ans==== ======, In ese ene ew Rangur tems emus one me . Immpus aus engagesume ear sans 'engue of ammmer Imagst immeeue amo e e a sen e e 8 a k as y e We te g l %l 9 3% l 4 l .'ag, gg g gg l gig g 90 l 0 00 et e 1 4l 9 7% l 4 l a.,, g4 l 10's J 3's J tt% l 4 0 W 4 % 8 4 14 e'8' e 3% s t'ne e I 15 F % 5 0".'e.e F* e eee 14 10"'ee 3% t t'e' e 4 2 W G '9 R She 4 9% ttN e rg 12"8 e 6 3 100 ft 4 5 Fpee Pee 14 10'f.e 1 3% 1 I t "' e l 4 4 333 4 F'*.e Pe 'he 14 - tH%t" e l 34 l 12*.e ft S S ** }
f IBO *t 9 the f* e '% 1* e '3 . 9 4 JOS) 32 %g g g. a.., , ga, a :=g i s t 6., s 3 g ge.., i g F 138 , 28 %} S1 9ee ; see e .e l t *t l 12 % l3 14% l 9 a T' S 1A % 10 % 8 9% "ar 'h 3 '4%
9 9 900 e St % e 10 % 8% t te i 13 % 3 15 % g 6 to 123,8 le % 4 trg 4*e l's 1% ! It's 3 16% ! l
'91 90 3 ! st 4 e 9 '* . e te, t s. I c re..e 3 t a"' e v 9
(* P 12
*t3 2138 3000 98 73 8
i 8 F to'r e I2M See 1 tee l 9% 2% 24 i 13*.e 3 3 15 e 50 % 8 4 ( *'s 18 3ano Sf30 77 et 1% 94
?
F 13 %
+3% gn, I See i 3
3 l towes% 16% 3 2
'9*e 19%
9 9 te Pt 5 IST tw 0 t e'I.e se, t o.,e 3% 19's.e 3 22* e 6 ff tego 9 13 t% e it'4 9% .l 4 I t 's 3 25's 9 te 12est att 2 9 10% 12 % **ree 21 % 3 29"' e 4 19 te006 300 24 9 30 % l 82% 2* * $ 23 % 3 29 % 4 30 270 h 'O 23*e ' 12% P.e te% 3 12 . e 4 at 2 sees l *SS 1 eve 1 29*.e 1 3 ? Jsa e ; F 22 3eest I S34 l 2% 3 l ttto Ii 32 2eme % i 12 e t2% % 1i 3% l 4% 1 3ste i 3 43 f a e. e, ,. . .e. .. te - e = pa-n 9 t,,
w. - ... n
,n - , <
s O b Attachment 6.26 QI-029 Rev. 3
.i Pre-Engineered spring hangers - \
k bMI M E e ,,e ,,g l ,,e 5 t l e
.me m t l i.m . I e. m I n.m Iu 2- 2% Ce t FM e 1%
e ., og T F Qg 4. e Ct i teos 24 ' ste s't
?& EHO Ce i 43De 2% i e% en. . s 610 Slam I t e0N 2% i e% ' e4 f ygge - 12 te CL 6 ette 3% e tone e eng ee U:'g r
b ' a v 4"Ah 13 94 IM t e.M at Sanns t 1EMB Ct i JeE tamm CL i( Seem 12Rio 3% i tone e ene Set ' '2 3th a va . 4 6 v3% e ene ene 7 _. se h, . . ,2% , ,0 3e c. t innes e% i ,ew i em
. M hans M S te% 6 to e Messer seamene er sessene IWWI #se - - - - sount. 3 g ,' gogg e,e,,, - ,g y ,,
noyer nea,r snee mesammar ese e aus. sawsmee amear
' , ,sey e g .immaseampe misuse es T eammame tes. Se enas eDesa e e L te i is ~. ammige es sensene numumse streen ansiement ame stesa ase numanist T sesammet ausse mass eis asume at vens, se aussemum AdhJiment to me requesd Icad reeng is made Dy in-serung a mer ines hoses provided in me iced column
Type P is ter use under a bene emeur or geseig me are turmrig the column. The timo-Whet incremerit Do.
must be sueeened isrestly from me Aser. R se recom, husen meumum and manimurn "X" dimensions is the mended that in ad cesse unere more men % inen of amour't of f!eid asiustment awedette end is in escess of henteneel Irenenamen esses of leede resang on me Het the amount requesd for lead adlueimont. Wnen geese-lead Range or omer Act surtese junseen tenseen me bio, we recommend the use of me mean "X" omension tyee F sonng henger and the lead a doutie roller do. muit provoseng send askeemore of piue or minue one sign pipe fee sneued be used. Pipe rose, se illueireced inen. aseve, ned be furreened on reguset. Per asmensen of
Sises 18 and larger are fwreened ietn a nonagon nut the pipe rot, refer to As. 273, page ph 71.Sese type and tenen-duled coated cooler arrangement at the too venemie sereige udi be fummonedamen an emeensed lead column ort spegel enter, of the need coeurrin to faceta.e actuarment witn a wrench. '
seeds weignes e dimenolone (inense) mer em. emm. .m. e.m., ene s.umu.s e cas.s.em e e e e s.ummus
.e e
t.e.mme, mo samme g,,,,,,,
.cu.m.
me - aume
. .ms esse., T tems s n .les.es ame.
m amm ) amm amme ammum 6 sum i mas one esmo nonese W te . 11 e"ree l 4 74 7 e4 4l 4 18F 'e l 7%e she l 19001 ate l 6.e
. g et tg 7%e f 4 7% 7 - i l see et l 4 e'Ae t@'s.. 1 I 900 0 1*e i ap.,
i e G 13 s" Ice 4 f% 7 Sb et % e'*",e 0% l ga 10sq ' 120 l ar,e t t 100 93 13 9a 7't.e p.e 4 e f% M 7 f een ett et 4 rs., ew'.eo t two t 90s t 34 8's 50 % 9'8' e r%a i t'* e t 900 ' 8' e 3 tM at ftt e%e F't fth 08h % % r%e to.or 3 073 ,
~tog 'e.'.e e
4 a..e M3 3e e e%e F4 fan seg % g pie p, g tge 3.373 6,e t ase 24 e"'e 98' e m fe6 . een te % tog tag _3 erg l gg l a,. e
age e 37 set ett e e 10 % en ne 10%e to t.e 7 eat as een een e e ' Gen at ag t ier,e it e .e tr/.e t 3.50 . 4 13%e v' 3.30 e% ' 4 e tts 44 tow.e ene 9 e seg in a, og n% ye 3 So "o e 9e et 10 % ett 134 10*io te% e n . g og f2%e t ri.e s 14%e 4 90 %
10 133e W 13% een 134 IO*' e te% th t a"/.e 13"r. one 91 sett to 9'* e See #3% 10*.e te% ao l 4, tvg ' t vi, e It"r.e e33 j e4 to ge .
't 13 313e se ett 13 4 10%e t ege at $9 ingg tyg , 14% a so a, 13 2em toe li 13 10%e% see 13% 10" e '0% 86 % l to"* e t o"'.e he 4 90 ene . y to 3RW 900 e 93% ' ene e3% i son.e 90% et M e t e's,.e t evar.e ,g ,i te."or.e i 4 90 ' %
TS S t3e I tto 13% eet 13 4 10'r.e l 10 % 46 % et3%el13%. t r%, a go og te ftse 13e tr8r e, lsee 13% 10".e I teh % l te t fit ; stat It eenn toe tr% see v3% to" e ' te% 46
% % Ifte tese t e.e a se a so ete 't to tasee 313 tFM 12 % 1T% es ee t ri.e t g%e a t%e tlat l 23 3 343 tr 's 19 tease 30s 19et 12% 17% 1 986 a 22 l% g te ; 2the ; 318.e 23es,e g ge3 l tr,e g 20 **'ise i aat 22 '2% ff% *1% 22 l ne I ee la*.e '28* ' 20* a t $43 ' tri 's 31 tome ' ese i 28" lie ' 12% 17' t ' ISte 32 iIse eng,to 3 7er., ;37%e ,39%. 9 3 se3 tre
at geest , 484 atte ,
tgen s fee l lett 23 e, gate 33a, agat S6e3.tre 4 ph-92 LO
a
, . . . . . n _
Attachment 6.26 QI-029 Rev. 3 a . P spring
. flg. 8-268: type G .
1 ,.
= '.u'M;42' .e .mne -- . t b "
e e ..e . j".*.'4..f k n
~
W . v.* w a
c' =D
C. =m -
C -- D . --
; e := D -N .h. . .-
q--- -4 n ;! . G":" ==D -e m.m.4
=D " " -Q"=" \
g ..e e.i - S4. e
- d,.=
[ in e t.t s e ts ir tu .tre .e te.as is mr. .. **a'"'"" *
--: tia a is.us mee s.e . Type G is a compiece iraoese assemosy. The hanger pipe loed. Therefore. In uomg me hanger seieccon consets of two standard sormg urets plus a par of chart. use one-haw of ee total ppe load as me not toad.
hN cnane weideo at eem and to me Whert me poe line se desagned so as not to be centered hanger M on me channed, one sonng of me tropete wiu carry a The "P" dimenson can be vened weet me customer's heavior iced, me emer a lignter load. Care snouse ce metruceans. taken in een,.dawig me load of each hanger and e in sunng a Type G hanger, it must be remembered met chooeng me proper M sonng W sucn cases De each standard sonng urut cames W of me total . conterem rod dimenson must be specfied wnen O'clenng. leede e tseignes e diniencione (laches)
==. me- I == me no -s-. - = . - -
emene imme asume immen ammmmme imm .s c amamme aus e emesse l uma enum a . A in.se e o _e a w e 2 000 m 24 1 % i s i set i 4 I .g i% % l 1% 'N as o se 13 ai 4 l 3 9 I 7% 1 4 I 1 I i% !' it i 1% liN 4 s 8"he 4 tN % i% % 1 se 3 % 5 F% 4 'N IN st 1% % 2 23A 2n % 9 8%. e 1N st 1% 5 3 33E 37 % s 7%e 3% 2".e 4 4 ase a *e l 2 t 4 5 TN ei 3%e t^ e 4 l 2 l i% s see a 4 e set ser th % i 2 l " *.e 8 F MS toes 57 % s 1 8'%e l 4% 1% i t i 2 i N E3 at s ! tat I l 6% 5e 1"! l t l 2 13 %% e taas 37 % e 'o% get tH I r 2 e isoo 123 l =% ss j ion set i i tw i 3 % 2' s ! io
.t i 32 247o 3:3o 427e 137 .
12s - i. 137 le e t2% s'N to't.. s% e% tw t
)
1% 1 i Fe Fe I 3'% tw 1% sw 13
' 3 I a
l i'i
'"'e t' e *13 973o ITs l i 1 F 13 % 8% 14 3% t% 4 % 'te foco ves I tw 7 13 % get 3% tw 4 %
ts tomo 224 j 1% F 13 % set 3.s.,e 2g e i 's 18 143so 27o j tw 8 10 % tot t ee., e4 2% 4 2"*e tf Stoco 328 e s at e '0% set a 2% 4 ". 18 Isago 43o 2 i
10 8 12 % e 2% a i 2.e 19 33810 723 2% 8 9 l aca% t 12 % 25.e 4% 2% a l 2t..
2D aseso S13 2% I to e 23 % '2% 4% 2% 4 3 2'" . 21 ss37e i 1i37 a 24n t to , 2e%e 12 % 34 i *N l 3% a s'"a 22 79188 l 1430 l3 I 11 t 32tt 12 % l 4% l 3%
*
34 e wegre sense en 24 acn co- ownerunn 8:ensas cnange a ros mae my's promem, simenos cas ph-93
%l
.~. .
w.- . Attachment 6.26 s QI-029
) .- Rev. 3 e
Pro. Engineered spring hangers shcrt spring: flg. 82 The iTT Gnnnes Pre-Engineered Short Sonng Harver, flg. 82, emoodies ait of the reg. 8 268 features. and is designed to tf4 same esacnng spoofications. This
, hanger as petticularfy applicacle for use in confined ..~e ,, *7 L,,,, Nq areas sphere thermal movement of 'he pong .a ress. ;i invey sman. * .3. The minimum and maximum locos for the indiWesel . 6 sites of the flg. 82 are exactly rio same as those for tne <g /r %. e. se. s.asa.
(I--- 6 L This hanger is offered in the seven basic types as shouen Ier the flg. 5 284. a e C C""D e CC"" The load tacts and instruccons for ung tfus hanger
"" D soms e may be found on pa0* ph 88.
- n '%e sure
, i . .t . .. s ; ; G=~ . "I ! i,g;;;;;; ==m.! :l : ! l* ,
i ,, :r
. , y * '.r .s f j..
e- .a.s.e}.
-M.- -- M.o.,.yx, m r...= ,,,,=,,
as meuseu.. TYPE A tseignts e dmensione (Inches) 1 1 ===e ==a. =s ae i e e av
=. ' !
na .. s '=re i a-o , . a
' me i m.e esa i e . .=.s e.a in.lAae e
te e e a a e
.e s. ,. ,. !
m, i a . s.,ee
,e -i a s, ; e ,
e e = '. ~ *
,i = , al.
a . i 'I m at' ees d., e,.. re..
. em m ..
a { %.im
;% m
( =,
.=l ,== i. ,=.m rmlm.m,l ==. '88
80a'* 5 . % a si ., e. t e. t m i
l %
%,a. . .= m. s s a'm r=. =
s wlas- a p.; s., t
*. t.4" .%. ; se .=a.p. g s'r.
r r i. r% e. i. ~ri. mj m . %
, ;5 m - m .. ' ~ ' m ! s % s % ' m . =
e
=i a[ e. r r. . i := n = ,.9.. r m " m: c. , e.m m l F 4 9. *. e8%'.> Ph. 3%lemr% ia ~ , i e
I 35 . I'% . r%
e r , r%. e. Im a i e e.
= t -.
g ! 14
, .og , ep.,, g % l r.%s r . m 4
e c. r. ,rs , e, r a . w e. ..;m g a.*4ga Is: m , = - .m .
, m e n.
i.= ( ..II ,.
.e p . l = i, rs p
c. m

v. .% ,
- .m = m.. m. . . .. ,r.,. i * , - , % m = ! n=. ,
r. e .% . I a m a
i
g. em i

a. l .. g.in ic m, s sa ; a ; c.
j 50.* d
. ..s a mm . % i 'm r. m le i.. i e 3 3 i, ! . l l.% as -. l ,, I . l=.r l .p. l 'n. =.'"' i [ a= i r.
ii.
. == - 8 in a m . mt e. a c
r. .e.r . l ej r.. r.. l .=.% t,..m a. m,a

i i = == ; a -i =
, , , e . .li. m. .e% I e% : - r,.m .i e
s. ... .% e . .: c. ' . . ! =
e a i, 2% i r
.m r 39 . .n .r pr'.., e :s a s p. ,. a en i = .. m 9 im P. 2* i 11 104 $ 1 3% 34.
3%
= a e w= j .ter. c. f 9%.m ' . 4 laca e *. r* 'n y 3 ' = I tb l
3 ge. ,3. ,
th m 29 8% a2 47 f. ; .34 .F . l 3% 9 l .18% t ar 1 3% .*. . 3a. -3 6 8% .h 3% ,) t 33 3 '
2.% . 8m (ape. t art. Isa lF l 34 l3 . 3a. g . . ' p. e 2p I 8% 4
'8 0eCES C'Wiet WI'06 sige hem N Muserted Sata.
9 pfw94 4
Attachment 6.26 p) QI-029 (J Rev. 3
\
l
. l l
l i I spring l 1 1
.- ,,,,.,.._ short sprfng: flg. 82 , . e *-"'t . a n.:.'t .. . ?."'. _- . i I := 4 _ ! - ? 1 '
A . l , .i ,
. l i ~_ J.a1 1.
i e 1 -
.i - - , ' -.: $ a..
m g C' =a- .. l.
--.- l mg.g. . 1 .~ _ .-
3 ~4;g,;;. 3; 4~ ;g,;; *
*t-' g:=
DEA us.1 uts.1 MW *g;, a==.Jr.: .-===- EI'== 7"' {,
" "E _
F4;lg.".* 3 . j i,4 r:l7. ( . _1 f--
.* g t - A - - ~ ' l -.: y . l .
j l J- - -
e . . . _-
9-1 '. l a.r. w . .
.a ,
M'.*T 1
-- 1 e- ,.,.,.,,.,,.h,f *l' .
M M USL e 84enpr imees (lygg P opeyt Ples 8,g. ament 13. cend W het. Wisesse Magre eeuets *X* isynereert. Pipe Hus.euless de.n. case W Ret arisenes hegre enense que "I* earner ea* p.re ea'?J'e af verster reve.
. Wemys geseg en 34 susi _ .__ - __ _ essisiaen es. 4 l ius. 8 l aumme amus. E l emes. a.musens a .mu. - l =.am- g sense eme. .. aus e ..m eme.I . en me.
amm as imm. eum #, l ii.s. I ae , l sp l a a ,.m. are. iw.
.mo amme. i .nm . .mm i amm. em.q. en e. emmes. i am. e a "" I
l "" ! ""' l ""* l

A & a : Ee 8 .a. I e rw r ime = i ,o i a i
m 7 Tw r
.e.m , w i.
een l in eb
= i.,sm l 2. .%
N
. i et ..lr. , t 0"'
e. e . l f*N l
, e e ,i . ,, e 98*.. 1 ,0"*..
e,. l c I re.. c ; .s : 7" F i
,oe1: 27 a
4 3 rw 7% 1 84 4 9 ik #5 . % 4 1 5%. 6'*' j e*t 986 l 4,t r l 9j e ir 3 r'*. 9N l,,0"' m filb g 84 ab l ub LSrl 796 5% %. at 6" ,e i Get 0,l 'e9 t e run en in .w tm % r% reb l 31
. e6 e s% e . io *.. i m m , ,e 12 . . am .
r l .a
, Ie j.i,,
in. .. l j2. i l l
i n i..n l n= .o.n,% i m ! =s i i ir
=,
i
;,,e l::m i.e3.
e a sse. . . , , .: .% rw .e in . . . i .n n 1 .mi :,
,e iam ;io%. v ;w I m a po* pi) . .r. j ,e, i .n ,,c ...ew -== , w -
wI. is.se; l a i w i m l : , nv.o.m ee,. .e i . a es ; ion w Im .: tw . o,n .en . c%.ir,,%
7. ,,7
. , ..m w se . ,w . % ,3% ,c., ,eng in% , . .s I . ., *a, th I w .N l tt 19% 99. ett ' 989 ; 1% 8,ri [ FW ; F8 .e , .3 te i'1 3 13 3 vs t w an w . : ' h% ,e en ,e . .oe i % ri . ,s ,m . i. . . s.e I c. w w In** im's ,i l '.h % lia l.,v.. ;.ii% . .. . .seI is' n e. I in I
er in is . i. . , in ie.: ..w em ee .ew
. w 3 .m w
w i.
= , im m , i ..n in. ,sw in iw as in i e, , , ,-, . ,. ,a i,. l,,r ,e. .,, .,,.,r l =r >
2 d is ,rw isin i s i.
= i= tas: =
v m
3. .. e ,, tse
.se 1
l
,o w isw ie"* j. ,e",r p..%. an i 'se : a.o l zm I 2s'zn l.ir.a its ism i as in assa w 3e efs ,sm I tr in m l g g gas .3% ==
=b e
* '9' I 20N i 27% e 2.% , .
l29"*
; .g.o., a6is* . ase e 7 ... *20 I* I ie l 3.s t sas l f 14. ise si its ; ism , a i = a i . ai 1:ew 13.::s= ps las is i ari me : sia , ser a ers inom ; as ! in ; = w .sse ;tseli,a li w l wsw l :i= j m.s.alasw. i saw i , ass 6 .ee l .oi , . : . voos j
i g ph 95
s Attachment 6.26
-QI-029 I Rev. 3 1
4 Pre-Engineered spring hangers ocubte spring: eg. se no iTT annnen Pre-Engmeered Note Sonng sanger sg. se emoode .n as me rig. sasa reasu.w. , pipe here ws sad 8 6 , and ts desagned to the same e2ac:mg speer.cawis. Eacn tasse una conesis of two sonngs arrangen in sees witNn a seg6e caeng. A centenng gtsee is pro. e .-- sesed to assure tre permanent as.gnment of me sonng E he t. 448cmoty e: , m hengn is enered in ene s.,en es ,yoe a. shown der me flg. 5 288. 3'e.= The toes 'acie and ineruceene for song mis hanger
'ed ==3
mer ne found on pace e es.
, t Ch, Mis aOfe' C c:::34 Cllllll h I C h *3 $8, 5 ** *l"*l3 ag Q 0 j ==
c=
== . =3 C =3 4 i C :::::31 '
2:l: :::::n
. C :=ll3-C =ll3 Ib j a:: g .
e2 eans e 2 e F*
. b-see s2 a- ' E .'e T,.e TYPE A "'
weig8'te
dimensions Onenes)
- == e it e a . e. & am stems seen .. . . .e . e ei ". '
e. - -
aus en enmig gmgum tus et emm> mem> sus es amigo me amm aus A, & a men a. anse emm,e e sem u.maque e e 2 ate e 5 4 e a e aus e a me e f ensma v amas a amaser a
$ 5e 9 4 %e 1846 A ttps., 12en , gaohe g e von % us,. 1% gg at g tgee tg 1 99 8 4 %e %, 1st 13'% t'$'% 0 1st % % t% % 211e ""'"*
2 93 9 4 "he 954 9 l te%.
'$'s , 19 % 97es.e 9 1% 8P e ser., t ag tte og % i g . go, et l3%
og e 3% ttt 3 tt 9 5% %e 14 l te'res 13'No 15 % 9 14 % ' 1% 1m it w muk tw l 5% 4 *e 9 pp.e %e 1% vset 13 % 1st.e a tF% 9 tat % "1 t% 4 m l g % e esp.e % eget t 9e ts'ea ] *ew.e e t en 't we 1% 22 t% l 8% ' e4 e% 46 % 2n '% i 94 8 te 3 gin % tF'res te*%e 19'N IS% 9 1% te .ap,s4 t*e 14 1%e l % II"fia 1% 1 8'1 F es 9 Ott %e 14 tat 18at 10 % 3% 9 2% et ab.d ett tg se,.e I th 294e l tw l l'1 e et 9 gen % *g.t.e 99 % 13" '% %, e'. l ta" e e te *% *% % 29* e I 5% I 9% 9 at l 9 Out % F3% 3C% '9'% 2' te 9 ' 2"* e * *
" e * *t **e Ss tg % ; 9 1% 2te 1%
t'.
'- % 2*'. .e 8
t% I E,0% 2.0% 2..e3% ,9 l 24 9 t% 1
.% l 2986e . ,, l i .$.4.,
ta i , % s.et
.e 96 a.s.et . 2 m 1 l '.88 .., d f*t... ..% . l . .n 12 t te $he 0 1946 4 199t 1F% 30'*.e412 3% 5 og '2 tag i t*e *g t 27"*, **3 * 't See 14 l%at tagg l 3ene In 3seh l12 J% i 1% ! 2 9% I se e w l32% l2%2% i 9%l l*9 *** t% *e gne I to 24 % i 244b 23 % 2?'. 192 3% * *% i 3 2l2 % ' '3ae* 3 1 51 18 t% te fit tem 29% B L 24%. Igne l7 4%e ist ste 3 2 2 ee 43 % 3 S's i
te tte 11 Get 1% 2 3986 3Dee Imer.e ste.nl 7 4%e t ot th 3 2% 250 am 3ees 3% $4 17 ' un 12 set 24 1s 33an 132 s,, gys., I y 4% vet 2 3 2% 2% e. 43 % e 9% te 2 12 12 4 2% 33te 32*g 3196 37% ett 2% Inn e 3 Ig % egg; og s's 19 2% 13 tant Sep., 2* e 37% 3F 30 % are 4 2% **t 3 2% +4 2"I e **% 28e 3 3% an este i 5 5%
*2e6 43 % 42 % de% 4% 2% 2g e., a w , gg... I go., 14 21 24h to tath
i 2"'.el 40% 44 3%
22 3 to in
g j ti lei l ee% . ne i1sew at'euse% 5F*q , rF.l 44 3*%l3 i 24n l 3it .seneia j 340 lt lestele%
le re 4e i 73 % 0 l- 55 ne sa PW i
.me nuse cneige in n 4 size inyve m - oma 14 !
l - 4 n > O
\ , Attachment 6.26 QI-029 Rev. 3 I
spring double spring: flg. 98
-- .2~ , = ::::.
r-e ,-,2= S : C'
w. .
- e -l* 1 :,_ _ A ~ =i.' 3,.,;;- = - t,;- - = =- = =- .
nus.a n.as.t mes t
* * % .E
ess es v - = =U
, == =- y 1 .,,.,s.,, .
it
==, :n.. ; - ~.-..
y . - 1
.;m : -- ; ._?e. 1 l , . -- i . .
e enesome e. a
~ ~
I
=:lr7=:. . l , . Is"U *C ' '\
e '"*~- 5:=7
= = =so .
e Manger esmo.ed (type P empt: Ihoe mesenwu w. eene as Mas, runeese neuere souse T emeneen. Ppo momense esmg ese se not. r nse neppe spense se T esnennen paa ar'tews et women:Powet
. W seems en 24 ster esfuerdMWugr augengest ,
esses l epus e l ammmeimmeun s l w amanese sh eenn em ammme een ammu6 ene emme spoo amo essen asse tummes amm een imme a sw s l ** l a=== ames a-e. == en muse.s em e.mm6 m e. .rum.me mm. w. use mese ime een . ene emme emme ens se ammme. .mm e p == t ens i es. i aus a een een h. E e oe e s. O rth F est 10 % tem e% 14 Ftt tt 199.e IF*ie j aIN tett [10% l 11 it 59 ' 38 9 F gab ut % e33 3% se e te% 10 % il21 13 is m , S. % , te. .%... % t ,4 11 i n%.. .'9."g. ii 24's.n n .e om. ts** ,t7",,(. 9, . 8 ,, .a l 39 3 7th FEb 04 4 4 18753 #s 4 I IS'* se N'* e te*.e i 23" 19's tr% i B tt 33 S' 4 746 Fth seg an ab g.orgl gag % ab 3 17*g l2E"i. l20*'g l 258" . t94 teth 23 3 37 $7 9 ftt 7th em 4 *b 18759 % 1
% 'e*= l 23% . ttN 135%e. t e% 2e% 25 14 30 8t 0 9 e tsub a em se 3.N t 2 10 [23% 1 21 % 2e% teae igeen r e e ie= 1 = = 3.se m . Ii i Im% m .ni.12n l tw x . ?m.g 4' Je t 37 o.l 5e w 'a 37 e3 9 9 9 *e% g 3.3e .
an 4 - t 3 . g?g 30". 2 3 29 ft% 73% . SS 4 e9 i *T ' '07 0 13 % i te9., % e se e4 t% ' 24"b 106el 4 3 4 23*t i 27't 29 *. St an 23% l SF Be a 12e ; 167
,lt,,eN t 13th sett . 4 t e 4't *t 17te 32 % .o. 2% te , . . ,t . ,e3
e. . , I' ,,
ttb l3 e 2484 ' 3*e 3 :=% 2n e% 27 . 3,9... .e. !20%.e as.- ses
.t,e ' . atee.i 22.1 is i3s te.e few in * % . so % - iw ; e ln 20% t u% m% si".. . m.., is u '34 323 3 is= te% ie% = 1 % a se m % 1% . Ii% 20 % u i ,2e . ;;e 134 in iri me to e7m som 50 % en i et a ge g t og l4 l Zei. 3een St % 31 % 3ean ' 2e".. i te..' '43 '37 1 F0 353 tS 13 % te% tett g et e se et gig a 2eam 3 tan 33in asan 20*.e i te%,
is 13th te., geog 4 et a s3 gen Sig e 33g 3rg sene a3an 31% l33sr.ei 2.544 teS Br 1 i*e '8r i 343
'F '3m *eN tete at s ee ig w
l 434 en f% 4 3F% 4t% at% *F% - 3eN i 37%l 2*9 233 2M 6 984 to irm tse a = % tas3s in at zen
3e =.e 3e r Sao i see 19 17m 19 4 at un tt 13s31 13% % 3et a l 4t% j et.=,4es"* 43.N;44 53'". =.343em. % . les*%9 g S?e es Sie 194 : nrt M '7% 19mm 22 4 ** 15631 'f% 9 1% e ; 4F'N;eek i l2'*. Se* . SIN . esN ? sF".. M7* 4e3 m *FT st ir% tm = -
a I. j=s2 lr ir. .. ,".1."
a irs lim l= = l %.l% lsimi.ml,% tsenvn- l 2.%. e 3 , % rw 79 % :0
. sie eis , s.2 ,l.si,6 I , ate l tue nu i ==
pn 97
y: -.y 3- .
;-: c. -
w Attachment 6.26 QI-029 Rev. 3 i constant supports nore. ) n u.ecn must oc --4 flg. 80.V type A 1 astau.cn rtus= wirn -_ i model R 8""'8 57'E 1
~ ** - } [ ---{--- -[.. ,
j .. l N uY
-,i i,c N me..m.
i. ..
g -
~*
e. a.mmen msn 0 if,
- i Roo 1 rant.our '
j i 't : '
2
- - - v. ayre 6r ,k , l ,
4 f I , '!t i
,) i l :, ~
a . l 1
, T -.y , f.m.t".*3 --- ,, ,&n **** " f~... .=. - , / -
W, f '".7 h.- ear
7.i }
l Dd-M. t h, ' I
$w_f?. Mc l
H !1 i6 V M;***Ei
G
't ~8 e
7 -.- C 7- -J 1 eines 1tM3 alaos Sa.43 Type A of the Mgure 80 V Verocol Design mocei R non for correct sweed engagemers of upcor nanger Constars Seport Henger is doogned for attacnment to rod. m suppening rneneer ey snaing a rod iruo a tapped noie irt tne top cap of hanger a distance stud to tne NOTES: See load travel tae6ee on 009" on.106-111
-P" emensen plue % of an inen. Signe nome are pro- W -8 m ason.
viced near ine me of tne casing to asiew vie ose inecoc. For wegnte see page pn 126. 4Nmensione (Irteftee) W _ . lel,1.l.l . l.l,ie - 1. -
. -.r . .
to.i. ., m; I m l . ! = l m.I l = l i*; g i g u %-ri l %i -
= = l is I = l = ! Iim I = 1 m I . I *,,;= ! *f.;* I m-Tr i % , m s 2,. : im ! .% l = ! . I ,. : r...! m I = i *,;g ! g* i 3..n i , % ! i%
3 43 48% l 2e4 ! 8't.s ! $4 l . l 18 I 11 % l3 j 0% l g $," f g j 4%=TT l % l 2%
r. i r., i _
.= + w ,ir,, ! m i am i w... ' t, g%;g, g to..rr . n.
l **$ l 75 83 00 % i de% ' 1% ! h '2$% '2787.e' 11 l3 ! $%-TT t*a 3%. 84-1to see page on- tt9 t.
. _ _. ( %r _ ,.W._
r)
.e _ .. -
l O J red selection chart less e too a , 801 i 1501 l 251 l a001 l stoi I sect ir34atl 183o1 ! 24701 ' 31001'! 38001 ' 48001 153o 254 4000 I 6100 940o 13400 183co t 2 arco 3i000 3sooo asooo Sacco I i
)
res meat 't % % 1 e 1% 15 1% 2 2% 2'1 2% 3 i 3 e..
3% sieri s havnenes east 8 UN sen.s Wweses.
pn.112 1 (,
,, ;. a , >. . .- r . ~
l Attachment 6.26 QI-029 Rev. 3 1
-j constant supports ng. 80.V type 8 m r, ,
modeiR , , _ 57 .- t ';"J .
?
tw . J, j-....c..' e -I-- L%
-?
l a i - ,a, i a r=
!. i u-f; , [ ',H @ M. ~
o l W a s.
-e-. .. 3 , Lt *@ . _ {. -w: : .'
e n.; n..'s....
. s./ -am' ,1t ,
1 v i. x /.- 3 j.,.:. . - I - 7- o W...'- . , i.e 1 s . . i - - 1
.r-e 'Qu lI i -e a =
e . sia e to.as - -e Type a es rumehed wan a seqe sus for anacewinnv ie saaes u es. Dumpg struence. Tre tus pererats use at a Figure 86 weised Doom astacnment, a Figure 290 clevis or tecTas: see ioso travei taates on pages on.ios.it t go,-g amensions. y -+-i.' - ~ea -
,,, . elan .ee ,.ge ,2 di _
(inehee) I ! *
l. i I een 8 meneer asus ise. seems.!eos e i. w same 4 e P: 4, n i I u j u e e

r meses sure insesi een I een 4 menmm e as ou eu,
** >e 8% e%l 3 ! =ef wl . l en. l es l 3% l iw lan l f'[" [*limort; w!=
i .i. e. In mi, . , im i i. I a., i c;,;;:3;;;m.n, , ! ,, as-se 3:* tem o een an ! 3 . is l y l sw l l'l*"" 7,'" l in jy [",, . 3 f3%.n: , ! in see asen asie sw . sw. a i f.i; is e
! im i n .,im,,ew i, .
sms,,.h _, l: l ,, ',' "y* , 5,'* 4w.n- = ! == e4 74 es l 3rw l to ; ri,1 me l :lsw l tas . ' it .j 3 l3 'f[" Q !smor? i% ! as rus .n . . ,i., n : ni. 27 ..e i sw i n lp; ,,, g ..n , 3 an.::0 ese sees an.519
. .c i - ( = F -)
e f enopoon nor same to :rveugn 43 souses -3 sees Q . J-red - K hole selecdon citart imme 0 l Wi l iSBs I 394 8081 aerg. 001 3 sees ; asoci e 400 ) ison I alas I anos l et00 tlgeoD 610 13400
! teos ! 1324700 ' iS300 ass l 3tezei 00039000 l 3: l asoc0 .1a000 W eise 9 : w w e .% e, m t tw h 2% 3 3* .. ",* ,, '+l+ m .., . : mlni ni 3i. 3%
3% .aen .e ani=sies ==n a um san.e ir ana ph.113
J Attachment 6.26 QI-029 Rev. 3 Constant W -.a.c . .- . , szs flg. 80-V type C i ,-- M" . - model R t
-aa.:
5 f.7 ',~ .
~. .- --
i ', QQ ,', 7 h _c
,f *,' *- * *$
i
.g j, ...-. .
r-
0 i noo 4 I l : TA4-out i l
, Aage.UT j g r
s i I . A
"~ --*-- l 1 i !
I N
. ;. .O f ,D, ,4:> , 6 "T'S s L let P. '
f * ' ! T'
.g(7,/ .- . nam i '1' b..' i u'
g W T- g
?g. ? . q5 ., =w 9.- 11 ta). . .r e ,,,--
g_a-
.4 -e w - - -d 4 - .e Type C is furnened wet a past af lugs for anacnment to maes M the Duilding strucears. These hags pernut the use of an sye red or a single piese for artschment where head
NOTES: See load travel tacios on pages pn 106-111 tor "S" oirnension, room is N For weignts see page pn 128.
dimenesens (inehes) , l
! w
,' ~ -
. . , e - , . . e, e # , ,; .. , ,_s _..e-.- . .. .; ! . l ,,; ,,I . l . . i= ! ,, -
j ; =- ,.g,- ;,..nj ,l. I,.!=l=; !.l. = '.; ,, l ! ;, ;-i, .ni , m
- m.! . ; . . = ; . l . l .. ! ..; e, : ; :=,,,, ,~ - ,- * - ,, ,=; . .,..n i ,im i , i. , " - - = = .: , .e. . ,. . i . .. l... I ~,.~,. , ,~,,,,,,,,, , i, i . . ~. -
n i . sm . ...n . . i ,, es.r. as iaum;i% rs, s as=l are l n i 8
; a , ' " ** , si..n mls im m . i, r, ; i ,r ,, _ ., . ;p , ,;;. .n .., l , . .._._.,.-e,_. . _ __ ( p)
M == K-heie seieCtfoft Chart te oI est i ,ses ! an.
' tsoo ' asas i anos' i eti e,co I oe otisaas I si
e ans s.e, i ,s.et ' ,eso, t 2. rot ! 3,cos ! soooi ' sensisane I a.mo sinon . :
j Js e '* % * % * . .% i .v m 2 7% 79 ' 2% 3 3%. t
._"m. m !+ Im lm l o. '
i
% l% i :=.! :. m m j s s ,% . .t m ia j aw 2% as ! sw sw i 2% ss .w
! . m eien e sum.n.e an e use e eve.as l ph 114 iB
l -
...g f . ,,- . ,,
m 7 Attachment 6.26
) -
QI-029 Rev. 3 Constant supports flg. 80.V type O modelR
-TWC MOLES ~~M""*****
FCR BOLi$
=X - - - Y *X* -Z- .e t
- - ;. . = ,
..mman. !L -. ii ,
0 ; i p i l . i
._ , : I .~ #..
l g iT; o
} Shit ~ .. . . . . , ca hi. ,
v .' ,g ).;.. M. 11_
' ' /'
w= it :: ACO g
. a il .
r, dC..g
' ii ..ij r^xc.our g -,i g l I? - . . . . .
a p_a 3 g a a Y Tu a* .-o . 4 n Type D rests Ort top of stuctural stees wnde enoot of the NOTES: See load travel taoles on pages pn.108111 cotistarit support itsed hangs between or be60w the for "S" omensson. supporang Ocame. The deptn of the seem is umsted by For weights see page ph.126. the *F erienciori. Dimeneson "P" can be vened on special order. however "P" dimens.on stiown is m unmum for the hanger M) e i = a;i g D' sums A 0 t e M a u o' a w a v l lhet L ime , 133 Wifend 8 MS I FWG z: mem { e me i ser. m.,si I asm f a== i.e - mem . a. , ,
.. .e, I l I .,l l Ini : a ! ,, l , ; l . I a l ;n, ! , .n : , 1- . == li. l a ! = i ,a i = ! . ' ,n ' ; , i i ; ! -l;,;;!g:!w.n: , ',, =e m . .e- l ; a i . ..n ,n :., ;... .! ,, . ;,; ,l?; ! n .n ' , == e 'sr. l . , n : .. . . . . :n 2. , ;n , 2, : . ; .% .",; ; !*g ....n - .s .~ _m..
__ ( ,~ ) r,
.rt o lose e e I aos l iset , as.s does 1 .ict l 9.of l ts.on
issos me I isco I se + aooo i seco i sees I is.co I imon I a.mo
', 4 ' 4 1%
f , 5 tt l 14 l :% gq pn.t 15 _1 _ _ _ ._. ._ _, .__ . . - _ , ,__.__ - _ . _ _ _ . _ _ -
..o..
_y , ,
,;u.7 m,- - ,z . ., - , . .4 , , . . _ , ..
Attachment 6.26 d QI-029 Rev. 3 constant support's flg. 80.V type E modelR e , I i i ; e
i. . i ! : !.
- - i , ! !. - -. i l -
g
.; 3, '. . . . . ~ .
n.l/#. Ms '.'T.,e., - (m?\
,5 S_ , E9w- ? ?"4.4. 9 ~
v 4: l 1 I nr-w; r=-i=: 4..ds
.r.- 5. ~3. a . ,;;'
i Q4..< a
. - *- ?:;* 2'= 'T- -- !
Sises 1 M 3 Sinos 64 74 Sinos 7H3 Type E fests on me too flange of structural steel arid tsetow the steet. soecify me osoit, of me support.ng me constant support is enerery aeove me suppereng sseet increase red tanNmA try cocth of tne steel. M NOTES: See load travel tatues on pages on 106-111 N rod take.ond does not escoed me deeln of the sup- for "S" dwnenson.
per ne sem and me red oowens i. rewred m a.nd po,,,,e,,ni,see ,,,e on.,2 masoneiens (inehes) e .
. e o e . . t . e e , - . .e.
e . .e - , , , .. l l . l ,, . l ..l l m. - l ,, !.... .! - l a : 1' ; .i... I ,l *
. .l l-i . I m, l .
I I,-,, i t ;,: :,m-! .n i , i ,,
! .. I, l i. .l I.. l .-J l l. I, Isla, ,,! r; I , -n.l , i ,-
I i i l l . I,r.;i. I ,,,i. ,1,. i..~ : ; . l;; , : :; ! . e l !n e ,. . 1 i.1 - l n I l . := ! ,, L 1, ,l ... : n.,! , i' : !; ; .n i ,, c. n == ! m lm I i, I n l .wl n !:n l ,, l_ h. Iin . .; ,% l',a ! a ! n..n i ,, i n..
- . o , - ( ' .l .,..e,.- .) -.
J-fed 80iestien Chart i e aos. il ,s.s I as.e f . css i etco Ii s.ca i .., i .i .s.,
..., il ,3.co i.aos l., i2.,os .,l 3,coe ii 2,0s, sesoe iI n.coe, i . oe I sense e.,
[ 4 !% l% ,I ,% l tw l {t M , h i 24 i 3 { m.. 3% en.n e finnen.s was,4 UN s.n.s sw EL ph.116
'LC
3 . . . . , O V - Attachment 6.26 QI-029 Rev. 3 l Constant Supports flg. 80.V type F model R at,uo,vesLE LOAO *S-
,_ , g . . . . _, <.a . /, i il i
i 1: . lH , Q. s..'-
. . s, G:5: .I .
g. .: Q, L .. .-s- 's
. s .< . j c \
x- , , =
/, .
m ... I'" # ~ uH e l e
,s' Kp ' / ~~ %E \
f' / \ n=ne.r .am i _ _ __ _ :<l . 1 == ma Iva
\ \ l s wus 's \ /
n o te to ne s. r env o e is s
\ E _/ 8 '*
D . l viw io i .,
g 20% seu .6 l i. Type F is for succort of peowig or equement from De. ordered separately. designed to the sooonc reques. Iow. It has a Base Range for fastenmg to Ine floor or to ment. Deems. The Iced arm is W wiei a me NOTES: See load traves taones on pages on.108111 load pen. The ireerpm strut wNcn runs from the load arm to the piping is not fumioned and must De for "S* emenssoit For weights see page pn.126. i dimenodone (incties) l l e e .. l . ,. d a=',.I _. ia.a : a _J. a,..
, _ ~_
s v : ; . ,., -- i .9 M eve:a.se to.t t i4% l &= l i*, l gag a gg l jg j are s, l 9 l 0 l in.
't f % li% l f'[$l l . ,,: = !in l Iio I i Iis ! is l in 1 i w I now I ;,;t! ,' '
m.* = ! .w I rt. I i. l . ..; a l i,1 i% i ., I ir l w I w I sw I '.,;ti O i sus == ' m i ss !is l i,% i n ; iw l a l .w ! si l i., l = 1 mw ! l,;O *.,
.. l i
( ,- )
.~,_.e. n ) '/.i pn.117 w --
g -- --
J , s, -
. .. . 3
{ , Attachment 6.26 Q1-029 Rev. 3 s constant supports l flg. 80 V type G l model R . C-C Roo olMENSION *
,,g AS SPECIFIED ~'
NOTES: S** load travW tables
- 8 - -Q on pages pn.t03.tii to, g-r- - g g _ ,,,,,. .aa, .= .a amene on.
c-g)y,- x
' .,OY M [.. '$ For weignes see page pn.126.
Roo WWu'/. ',, O , . - m E-ouT 4 ,*....';.Q 4 , . . . . . - x, w e V~ ' ' A -F- ', .c i
* .G- ,I it"- * '
D i F 't
. l f - . '
( .,- - - Type G is a compasse trapeze assemely. The hanger targer haMer. If me poo Br,e ,e designed so as not to actieur.ts of eno verscal type canetant succort urwte peue De centered on the ct,arret, one senng of the traceze a pair of Channels. Decle-to-oeck. welced at toch end a w,5 carry a heavser'ced . men tne other and care must the hanger casing. be taken in SL2mg tfie in11rvidual her ger un6ts. The in osang a Type G hanger. it must De remem0ered tnet conter40.conter rod emencion must be spoofled wnen creenng. The minimum C.C dimensen can be deter. each standard W und cames W of tne stal med as h: pDe load. Furmermore. the weignt of me hanger itself must be conendered as part of me overas loact There. 8 plue Q greater man Y: 0.0. of poe cover'ng plus fore. using one-half me =tal poe loed. seeect the re. 20. quired nanger size from me Load Travel table and add 8 oous Q tess man Y: 0.0 of ppe covenng plus 2 (Y onW me wegne of the size hanger selec:ed to mus 8). , one-81ed the total pipe Iced. If the load now exceeds the NOTE: !! U-bolt is used to fasten ppe to ct, anno 6s. C.C i
. mum ioad = $.r.puir.d toi eav. for m . of u-oon tang.n pius on. w n., p.= w.dm canne ;
hanger size eenced. it ie necessary = ge e me nort ne grea:er men C C cf me n nger roes minus a (v minus 83
. men no on oi . . ,. .
0
. - - 1 . . - . e e., . . . . . v v . .. .,!.t,l i. i n l .l , t . ; : l ., .. i w; .;, :' i ..n . , i ~ . - ;.. ! , ; a i , j ..- 1; m; . l. . m '.,..v.. ;:.,; ;, ;;l-.n.n , - i, c I ,,' l 3. ! .. ;j 'n ln j. j .. . .. . .. ; L ; , ;a, n.n . , '- .., n ; : n ; .. ' i. I n I .. ' . ..',i, mi ::,,; , >;* ; . ..n - n l .t.. _ , _ . ( )
J ~ dort e rt
= ,,e . ..., . .
l s .e ao aos - sos 1 2se .coe i. e,co
s.co ,
s.co ,saco 2.roo
't % 4 , ,% ,, ,% 3 %
l l ph.n s .g ) 1
p-,,,_7 c : ., .w . Attachment 6.26 O QI-029 Rev. 3 constant supports flg. 80.V types A. d and C model R, sizes 84 to 110
^
ye-e-x m
-'~\ !w N ,9_G , -e- 1 - . - .
b 3. / kI j k, -. ; V~ o a.
~~
d. > 'J A' r ac2.
{ l h h Q
. . %_ ,i. t ti
(- ' e J y 8 rres a . reos c I
m. -
e Types A. O and C sta i.ng f.o. me.d. .os =44 .1. to t10.-no for farge loede NOTES: See load travel tacias on pages on 106111 and, eo io, s one.on. unoer annenment as mase to io 83 anown on pages pn 112*11L For w*ents see page on 126. e.e ~.e m ~ e o e n % i e e . s.
- f.e. ,, . - ~
f . ... . o .. . e . .s e , e....ie e . ee... -.
.* , , " , '74 te l 15 f ee4 l . l 4% l tw f s lel2.! sow l3 l12l[! l]l2 l 3%.
t1 ':,; ,,,,,,
; i toe l = l = l l . l .M n, I r I. ;u; f t%bM t=l,2 ;',, ! I = i a- . .es - . - ,. . te., fe.es J. Rod - K Rod - K Hole Selection Chart se.e seem issot 3efet 3eset esset g cme tense f 3srae ! 313se l atlet 1 Nee g
g aarne . scene , essee Sdest
#8e01 SM J l K Ames 2 . 2% i 2% 2% ! 2 i 3%* '
3%* I 3%* K Mese i 2no 2% i 24 6 3% l 3% i 3% l 34 I '% A 3 3 e j 4 ) e l e 1 4% 4% ' 8% S 2% 34 3% 1 1 i 3% 1 3% l 44 1 6% * TITvee m % l 4 i ! : I j i ' t t t 14 '% TITyso Q % l 4 l i g e f t I t I t% 8 I% W e s e e a a e 1 8 I 9 9 9
3% .no 1.arger are twvner.as uset 0 LIN espee f.sess, e
hb
. y - . . . .c - - . . p: .n Attachment 6.26 i I
, /m QI-029
\ I Rev. 3 L' J l
I constant supports flg. 81 H type A E modelR ,F " h , s
-E C
E-g .-s =t e N l
'sw o ,, / x, , : ! ,- , .-r ;. u: '.AQ. .
u , :
, , ,.- .; s c:-A.I " C='"5='=;
( N' 'g.** y
; -3, s \
simo,n.c sus c .noo. io, 4th 5'd+h ! e- t...- ..e n noo sizes i tnra sa oney 1 l p~4 4 m, { 9 *:. i l --,i . m s,-cut : m 4 ,
, ! t i i >l c-c En i . w .
l
--a ,, .
I
. Type A of the Piqure 81 H Honanntal De.gn tnodel fil notes: M o avaisele for aangle rod susconsen as con n su ,i Hen,., . nee nor == =, i. m.e wnen o,oenne so.c,y for no,co ;
iu .u..e,w e n , my re n ,i.o roa. o u n n.- i tapped noise .i W*e top of the Manger frer,'e a distan,ce ,See load tavW taoles on page. On 10811i for "S* l
.,um m ine -p .msn.on o.u
oe .n .nca..ns= e3 ,,,,n,,,,. ;
, .,e furn,.ne. n y. .no turnoucw. a of yone and coupiing. E8' **'gnes see page on-126.
dimensione (inense) l l i w _. e, . -
- . . e . , e e . -
w :%:=l;*::':t ,; I r* ii i= 12 a I 4% l '* i'O.. li%-n i % '*
,0. i . .a .. .e
m. e i .,
i,,i, . ,.,
n. , .w 2, i
. I .% ,, .a ,3s. , Ii%,n I.i % I- *= L " O ! ":,*."1 11 wi- l i% I
I a l i2'i ! a l i% IT: !a-n i % i i%
=* ',%" = ' ';;.'

l " I in- ! i% i -<.; a !in i r ; ** @. i3%-n : % n-
= 3. i .
i. .
== .% . n l ie ,,.. 7",.. i, if i i ,
i% a2u..... 9,% er enere ' S3* e 24 3 6 g i,% 330'.
.. . .% .n ; % 2%
4-74 " l g3 l l 35% l3 l 3% l 5% l 22Vi. I11 l 3'% ' '5% .n i ,% 2% 7543 041to
$![ l [ 38%
a.e me.e ps 128 3% ! 3% l$ ! 27* . 11 ! 4'.a ! - 5% -n
. 1% 2' * * .n .. _.( ~ ,- )
r - r, lead 0l 801 l 1901 l 2541 l 4001 I .101 l Dect l 13401 1830112 701 1 31001 ' 3 001 40001 m 800 1 1500 1 2540 I 4000 : 6100 t 9*00 i t3400 t t$300 2.FCO 31000 ' 39000 ae000 58000
% % l% lt , t% l1% lt% 2 2% 2% 2% 3 3%+
3'i anon is fiave.nes use a UN senes sweems.
ph t2o g
= . _ _ _ . - _ . .-_ . _ - ~ - . . -
~ -- - .
Attachtnent 6.26 QI-029 O Rev. 3 V Constant supports
--~~.
flg. 81-H type B . , aw -
, modelR a~~** , *'w ? ' -note siztC ., - -E -E-o -
G~$g , lo l /'
*ct = ,.C w.i , ': I ,, -.\-
8
' gr-- -HH T ~- 1 \ ~ '.. *... 4.' / -**'w .._" ..'_.. ,
summunumisma i
\ ' 't,.
t- 3 sinott noo il
. su sPENsioN {
( [. c- .k/ sia I thm ss ooly ' , Ti gg . -..<
.e c TAxt-our noa l
ll M 3p
~ * : 7 f ! !
v. - .-
g . .:. y 8
} .a .. -NQ--- .u. -
Type 8 is hsernened woes two luga - one at eacn end of NcTES: Also avalacio for single rod supperson as sie hanger frame. These tuge perme use of Figure 88 india:ed acove. WPen orconnq soset "for 4.nfo rod welded beam anaernerits. cevises or angse cios for suspension." assnernent wnere nesarcom is hmsteil. $zes I to 9 are See load traved tacles on pages pa-1C8111 for 8* fumshed with swivel eye and turnoucede insteed of m,ng,an, yotie and coussling. Por weignts see page pn.126. dimensione (inehes) l 4 a.=e.= inn mes as a c e e a e n u =,is,.l se = 1il Iai e
. 1.e
($$ l3y';l
,e Q'. sw l in w l im l iwl en l .% l ,',**,,,, l ts.n l w l w rw .= .s.r e.. m i r.
i is., wl m ., ,i e,..,,,. ,,r,w , o i m . m ;,io e. .i. m.n ,
*= L:=! !':,* 1,RI i<<- I m w I = l : I in.. i a I;" ; a-n ! = 1 m =a L".E! .. 'J"::., I,a'a l ire- l I -i-l m I s I i== l ..' :: In-n i wIa ...,.., e
m. m . i
,m,, . . m. l 2,w n ,7~
tm l =,~,. . .4.n i
, e i 8 74 , *[ f 33 , 1 3g 3g l3 l .vgl 2:st.. [it l [2, j gg, 7 i ., * ;g M ! 3s4 l 3w l 3% l .4 l$ l 2r5'.. I , l 5 . , ,. l i q,, 3%.n l i') l 3%*
u.1,. - ,..e. . i n J. red - K.hese selectie i cnart me. O t 9 01 18 2
. =0 l 1sei = l i.so.o oc. li= as.1 . l 0012= l 13 ie 0,li.20,l l s.t.oi ml roo s.701l io= =3100t =.== l M001l .=o s.m. = , , , , , , , .,,.,,,m . , . .. n m, 3 . v.. ";l::- r l .... l .,.. l m l iw l m l = l w i a l n I a l a l m . ,, , , , . ,, . , , , , , n n. , . . . . . . . . . .,
T %A' 4.e 4 % . ag 6 gg , ag , , 41, a
% . hs 4 , e 1 , 1 W 2w l 2w , Ml 3 l . l 3 i 3 l 4 i e i e l e l 4 l 9 .., _ ., _ ( ;-)
e 34 sist fur en win 8 UN g.,i ire es. #b. d . ,,
. .~ , ... n a ,,w._. . .
Attachment 6.26 01-029
- Rev. 3 constant supports fig. s1.H type c modelR ^ - -s -E woi.e sazz si .w.
c
.S s '.
N ' c .cd [Gs J.- - N _ ._i - ._ 7JT
- fr w @l .f i M.
i M i 6 wW n --:.- .._+
' q.% gm '. e 9 .. % , /
{ _ t . TAir our . Sines 1 thns 43 ony ,.
. ' s i v. * ,
l w El ,
= --a 58_. ---'
w ,
- -J . ed - -
Type C rs hanished met f.e r/, aire of lugs, one per of 800TES: Aieo avesiecie for sovjie red succensson se kiecated acowe. When onionng specy "for sarigie red lugs.at seen and of the pager frame. These ego per..ue,ension.- use of e.e er. roas or i.o n ,wes ior asochmeni .nore heearoom ie ameed. Sizee 1 to 9 are See load trevel tactes on pages pn.108111 for "S" kamioned . set oisived eye and tumouckle insseed of % y.. .nd Couwin,. ,or n. eg. ,n.i2s. dSeitensions (Inches)
. sun aan aims summeur esaus em. swems ree een esame sous . O e e P e se - el e tem innemi esse amm '4 h E . th' 3% . nano 10's,e g% l 8"/ l 14 l 4 l14 r%
tit l M l .4 l lf,, l 14.T* % j % 13 t 14.te to m S ,. ,10,'t.w ,.14 erlie 14 % 34.e 14 09.e M 1, Sk.e 14.TT % % c.. . L:= r,-l,= ,. i , e i 4 ;= l : l iri.. .% I;a, Im-n ! , i m me L:= *;; I ,= ,. irer.e I = l .., 1 lin l c .I g t; i n n ! % l in
,... u m... . . . . 17 , ith ; ., .....i .% .n -. 4 In ,% . e m. 3,1 ;= - i i *>. 'a:=la I 'a l =4 I. I = !.4 i ~! =.In i'r;!>%.n!'% i 24 a
r I := ! =% : 4'w !w !. > ..!n
a =! e, : ;n.- 1. z ..
0 I10 see pues est.Ias ued _.x o e e. won one,i sees 1 .001 l ston I sect l13 01 tenot i 2.fet1 3 001
3o00 ! .e00i 4 000 o lf 1500125 801 l t30.0000l a.s.: - l 91'30 i taco ' 13 00.18300l 24700: 31030121000 .4000 590
- , , % % . , ,% ,,, ,% , , , n,n m . . "t.o l 'W.e est,. l gg g 9,, l g4 l 2 l2% l2% l2% l 3% ! 3% ! 3% . ,% . ., ,,% . ,, , m , , , , , , , . . . . .,
9 % ! ' ".e . ,% * , *e 2 2% 2% 2% ' 3% 3% , 3*. 3% 5 f %ai %a. % i % . % % % % i m i * , , , W 2% l 2% i 2% l 3 f . S $ ee e i e e a r g e e _ . , _ (.e .e ) .%-~,.- _.--.-..e_ ph.t22 7.b
s _ r .
t. , ,
- s
__.. u;- Attachment 6.26
-QI-029 Rev. 3 4
constant supports flg. 81.H type D mMMR , 4 . . .y . .
.g. o ... .-- - t . .x. .x. . o -
roun wotts -
,. p _ FCR Sol.TS ? Y . 5,. .. ~up :: i ? : d f '.Yjk%q ..
_.e....,<
~~ noo :, .s ,ca~e, 7 TAKE-ouT i9 ,. .'. =
f
.i C + :
W.r":"'~
=- . . u. . w . .. J g Type o may be taused atrocuy under seet. Saes i to 9 NOTES: See load travel tatues on pages pn.108111 are fumiehod w,en sw wel eye and t'sttoucide instead of for "S" dmonsion va* aaa e cor.e ni. .ee pe,o pn.ia emensions (ine.es) - ~ .mo s.us an . ~ , a e , . e , .A - . . . = . - . - i4 :,: I li.::',; I N , - la i a ! . I l - m. i .I'*1 l -ni ,!, , .e.. ,,.. ,,. ..l . , 3.
l. q .
-l..nl , - ;,: .. ;, i.,1, . i::: i , .n I , ! ,, ,e _r.;,;;....I,,L- l I m. l - :,: p,;;:pr, ,m.: , t. : ., i ,. a, t, ii -: , I g ; .s.n ! , t ,-
J,, i, ..,. I,- i.,,i, l, i
..m , ,i..ie .i .i: . I ,,. ., ,,,. , i . ,.
t
.m 8.J' ,f ; Q ! [' lj'[js.- l3 ls, l s- la.. l n l l .. l-eml ,, l 'l[ ' s=.n j ,, ! :=
r
'r: l l' i ;;;is. t . ;* 1. 'e. ; , ; ;i. l , j ,, i :'; : . .n ; i, : ~ . - . - ( ~ ,~ )
m i
. l ..e.s.i I ' Son,.l 2.s4., lc..o.t,l .s o., ,,o.a l sae, . I,.
s.io., ha.,oi l ,ic.o, l o.s.o.i
.. l m. 't en g l 3 ! gg og og 3 3, 31 2% 3 3 ,.
2s .,~ .e .u ~
*g.-( pn.,n
i. ___ . . _ .
__ _ .. 1. _._; -
~;; J ' ., y .g e- :_
V :g '
^
. D u L :.,.t. .. ;, . . - _ ,
Attachment 6.26
-Q1-029 Rev. 3
+
=amat suam
' flg. 81.H type E model R i l m_F_:i
= =- ,_ m, ':
s c! . . . e . . . . . , ..i.l . o.. s- -. __. - c.e S
i n
i 7\ \ ~
,,.... i e j "g. ji c
pon l y i s T=-ouT, a qu.i c- ,.
, !! 't l 1 ---. a ['.1 - ,. ,h FOUR HOLE 3* . Q !! "T FOR BOLTS 4,, 7"[ 6 y ij . - -J .
W Y -X Type E insosporoses tt.e tirecs.een as part of lie frame. holew the sesei. seecdy die doom of die supportmg permeeng me Doming of the ennesant supeert to the top semet. Increene red take out try tne doom of me steel. i of seucarsi stoot Sizen 1 to 9 are fumioned w.m e. net eye and tumenicode ineseed of yo.e and coupeng. h0TES h M raire meine m y own1 ser s ameneen. N red tehe out dess not escoed me depm of tne sup. For see g on-128. pareng steel and tne red eeupimg is rogured to e.sens dmenolone (inense) g,ggg. - osa. i W W @ h *b i [W W
. - . . . e 6 e e , , . . ,. 4. .W
,,:= ;;;- I l, ,; l j l i l .:. .. .I ,,: n ., : .n l , ,
. . m i ...e .. . ,.,. l ,,
m. u . I i I ... iI = .i ..e.!, ...n ,I-i
- L:= 7;-lia. -,. = ::,l i !... ! . ! I,.... i - a
..nIwi.

,,:= c lin
- ., :;;;!,= l . ,;,= I : I . i . ;; i m.n i , -
jm m,,n'vi .,,I so 9 +.== se
,.= =is ,% y su Ber.,
as , s .
.ii 0 * .l i., l u .a .* l i. 7..- . .. .n , .;s
! - ;a:= 7 1 l., I. I pin. !,, in 1 ,!.. ;n.m. i :::: ; . -n l . ; m
= 'a ;= 7 I I ;* I p - :,, :n ! , . .. !n.n ! - L .nI . .e iss
( ,~ )
.n ,
, . l I .
. ,l ,i , , ., ; ... l. l i
3,=,. .
. i f g e. a. , I I l l ts lg l a. 3 l
3. 3% 3% 3 8
3 t
.=~..u ph.124 M
e ; _ L O Attachment 6.26 ( ~ QI-029 Rev. 3 sway strut sway strut assembly: flg. 211 l
}
C-C (2 3 '/[ ADJUSTMENT 1 R 8RACxET
& l ; RE.Asumes wi E -
ROO EN0 (R.MJ 0 EN0(1 HI el=l Rl - t-JAM NUT c. ~N~
y. j ! lt
\\ +
rCXTENS10N PIECE \
l I
i.-l.3 - - '
- - - - g.N ' -
t **
. des' -- ------' '4 1 I
[ ' .14 g - -T#
T A pipg pup-
)
1 -r - -r
v-uas m.
w N ~ ~ k . F g. l! Ta
-A-i !
l W 9 i4 4 C# CPTICN l "CJ C9TICN 2
'b.
J loost (Ibe) e editteensione (litches) 4 A j ' Aes est w I
.; an. L.as e ens 'f 8%m. 4 c - c.m. eses. i mm aans. a p o e. (= l n s 7 A See 4 I Set 90 8 80 16 % S24 9% 34 2% t vt W % % 374 8 1500 .372 ~
1 1% Sam e0 2% 10s 19 % 90 % 9% 4% 5 3% % 14 1% 749
.+ 747
( C 4000 t 2 Sen eo 24 120 19 % 170 % 94 4% 5 3% 3 i% t% 749
'I
t 4000 14 2 San t00 24 120 2t w 105 % st SW 4') 3 6 IW 14 T47 889 2 597 ftSM 1% 24 Scn 100 2% 120 21

109 4 ft 5%e 4% % 14 '%
3 999
.- 93 7 3 18700 1% 24 3cn 100 3% 120 24 t ^ 107 11 8% 5% F., 2 1"'.. 1249 1 24?
4 20 '00 2 J Scn 100 JN 13 , 824 iW. '2% 4% e !% 3* , t 2 ".. t :.5
)
5 27200 2% 4 t247 t 3 San t90 123 28*. 104w 12 % 7% c's ave t% 2') 2 e4M
~l 6 3 500 24 4
f. 497 Scn 100 5 120 30 102w 12 % 0% T4 5% th 3 2% 1 749 4 t 747 M 7 58734 3 4 Scn 100 54 14% 9%
120 34 % 100 10 em 2 JW 2% 399 e n0000 , e Sei m r% e4 42 4 sa% fr i2% a4 2% 44 3% -
. ..0 7% ,. ., ,
is 1.,7 i
. - ,.. e_.,0._.,. .c ~ ~s~,. -
Ph*133 M l
^-' ^
y . . , .
.3 _
Attachment 6.27 QI-029
- Rev. 3 Page 1 of 1 HILTI LENGTH DESIGNATIONS l Stamp on Length of Anchor Anchor (Inches)
A 1 1/2 . 3 2 C 2 1/2 D 3 E 3 1/2 1 F 4 G 4 1/2 E , 5 I $ 1/2 J 6 K 6 1/2 L 7 1 M 7 1/2 K 8 : 0 8 1/2 ! P 9 j 9 1/2 Q 1 10 5 11
;- T 12 i U 13 V 14 k ~
V 15 i I 16
)
T 17 "I Z 18 1 4 *To be used for :hecking embedmont length caly - r
,.t ,1 t:
' l s STANDARD EILTI DATA f F4n4=nm Embedment Length of i Belt Diameter KVIK (before toreue) Threads
' 3/4 1/4 1 1/8 3/8 1 5/S varies 1/2 2 1/4 1 1/4 5/a 2 3/4 1 1/2 3/4 3 1/4 1 1/2 1 4 1/2 2 1/4 1 1/4 5 1/2 3 1/4 }
_- -}}

ML20203A141: Difference between revisions

Latest revision as of 08:17, 1 January 2021

Text

3.0 REFERENCES

Navigation menu

ML20203A141: Difference between revisions

Latest revision as of 08:17, 1 January 2021

Text

3.0 REFERENCES

Navigation menu

Search