ML20202B598
| ML20202B598 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 07/25/1980 |
| From: | Michels R TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML18052B537 | List:
|
| References | |
| FOIA-85-59 QI-QP-11.11-1, NUDOCS 8607100344 | |
| Download: ML20202B598 (237) | |
Text
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- ' INSTRUCT 1CN !
I ISSUE ! !
CATE PAGE j TEXAS UTit.mES GENERATING CO. NUMBER j REVISICN j l
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CPSES ;
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QI-QP-11.11-1 0 7/25/80 1 of 15 j INSTALLATION INSPECTIONS PREPARED BY:
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[S [ DATE 2 C OF CLASS S PIPE SUPPORTS !
APPROVED BY: , dW I g DATE J
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1.0 REFERENCES
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l-A CP-QP-18.0, " Inspection e t 2.1 PURPOSE AND S This Inscruction sets forth the criteria and requirements to be j
,- used when performing installation inspection of Class 5 supports.
v If a conflict exists between this Instruction and the support 3
drawing, the drawing shall take precedent. This Instruction does
! not s.pply to Class 1, 2, or 3 pipe supports.
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2.2 MATE 2IALS ;
i Hanger materials shall comply with the drawing requirements, 1.e , cut lengths, material type, etc. Material used in the
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. fabrication of Class 5 supports shall be "Q," or ASME material or better. Traceability by heat or lot number is not required.
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. 2.3 MARKING I
Material marking shall be maintained until installation. All.
l supports shall be identified by HT numbers stampen on the '
support or on support sub-assembly pieces if the support is to be field fabricated.
3.0 INSTRUCTION 3.1 WELDING 3.1.1 Weld Procedures and Performances D
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g All veld procedures and welder performances are qualified in accordance with ASME,Section IX, or AWS Dl.1 as applicable.
All welding pipe attachments shall be in accordance with pipe weldin'g procedures. The welder's symbol shall be recorded on the Inspection Report.
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INSTRUCTION ISSUE PAGE REVISION DATE NUMBER
^ TEXAS UTILITIES GENERATING CO. _ ____
QI-QP-11.ll-1 0 7/25/80 2 of 15 3.1.2 Weld Sizes 7' Support member welding shall conform to drawing requirements with the following exceptions and clarifications:
- a. The fillet weld size shall be as specified on the drawing.
Where the size is not specified, the fillet shall be the same size as the thickness of the thinner of the two members being joined. Welds designated by this symbol shall have a fillet equal to the size of the bevel.
(See Attachment 1, Figure 1.)
- b. Where members are joined and a fillet weld cannot be'made, as indicated by the drawing (see Attachment 1, Figures 2, 3, and 4) a partial joint penetration square groove weld may be made. This condition does not require an as-built.
- c. Overweld The maximum overweld shall be 100% over drawing require-( ments, provided distortion is not excessive (i.e. , drawing requires k" fillet, maximum size shall be ").
- d. Inaccessible Welds When inaccessible welds are encountered, the Field Engineer shall indicate the inaccessible welds en the drawing and provide a solution to the welding problem. The
=odified support will be "As-Built" by the Engineer.
3.2 WORKMANSHIP 3.2.1 Precaration All weld preparation surfaces shall be free from loose foundry or m111 scale, oil, rust, sand, paint, and any type of surface oxide or dirt. Weld preparations must be smooth and uniform.
If weld preparations are prepared by flame cutting, they shall be ground and dressed prior to welding.
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INSTRUCTION ISSUE RWISION PAGE NUMBER DATE A TEXAS UT!!.lTIES GENERATING CO.
s CPSES QI-QP-11.11-1 0 7/25/80 3 of 15 3.2 2 Undercut Undercut extending the length of the weld shall not exceed 1/32" ,,,
in depth. Local imperfections shall not exceed 1/16" when the length -
! of a local area does not exceed 1/2" in any 6" length of weld.
Welds shall not be peened.
3.2.3 Final Surface The final surf ace of all welds shall be substantially free of sharp surface irregularities, excess surface slag, slag inclusions and shall have a gcod workmanship appearance. Variation in the weld surface is permitted providing it does not exceed the requirements g
of Paragraph 3.1.2. Excess surface irregularities may be removed by grinding or chipping, provided the minimum weld size is maintained.
J 3.2.4 Acceptable Modifications t
) Angles welded to base plates which are rotated about the longi-tudinal axis do not require As-Builts if the function of the support is not affected. (See Attachment 1, Figures 6 and 7.) ,
3.2.5 Bolt Holes i
Bolt holes in angles shall not be closer than 1 times the bolt diameter from the edge of the angle to the edge of the bolt hole. (See Attachment 1, Figure 8.)
3.2.6 Stainless Shims Carbon steel supports in contact with stainless steel pipe do i not require stainless shims between the support and pipe unless
- the support is galvanized or the operating temperature of the line exceeds 650 F.
3.3 U-BOLTS / THREAD SUPPORTS 1 U-bolts used on bilateral restraints shall have 1/16" clearance I and be double nutted on each side. (See Attachment 1, Figure 9.) i i
Spacer shims, tack welded to the support member, shall be used as required to maintain required clearance. Clearance tolerance is as follows: Where 1/16" is specified on the top and both sides, it is permitted to have not less than 1/32" or more than 1/8" on top. The total side clearance (both sides) shall not exceed 1/8", the minimum total clearance is 1/16". It is
(} ' ermissible p to have "0" or. one side and 1/8" on the opposite side.
All bolts shall be tensioned sufficiently to prevent loosening from vibration during operation, except where a specific torque value is specified.
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INSTRUCTION ISSUE REVISION DATE PAGE
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,3 TEXAS UTILITIES GENERATING CO.
CPSES QI-QP-11.11-1 0 7/25/80 4 of 15 Unless otherwise specified, all threaded fixtures shall have one full thread through the nut minimum. . - .
Threaded Rod Supports shall be adjusted to take the full load of the pipe unless otherwise specified on the drawings.
. 3.4 SUPPORT CLEARANCE Within a box structure a:he total clearance must be at least 1/8" Tl/16" with 1/16" clearance on top.
Within a box design, if the pipe is against the to the structure, the bottom clearance must be 1/16" g member of
-1/32".
Within the containment area on the piping ring, the pipe need not rest on the bottom member of a box restraint if the design falls between the nor.nal span of two other supports of the same loading condition. Shimming is permissible to attain clearance within the above specified tolerance. Added shims need not be
,) shown on As-Built drawing. Shims shall be tack welded on all
" accessible corners (1/2" tack). A minimum of four places must be velded.
3.5 LOCATION TOLERANCES With respect to drawing locations, hangers shall be erected within the following permissive tolerance ranges unless the Owner directs otherwise.
3.5.1 Dead Weight Supports For dead veight supports-plus or minus 12 inches axially, and plumbness as specified in 3.5.2.c.
3.5.2 Seismic Restraints For seismic restraints:
A. Seismic restraints, anchors, guides, etc. , may be located plus or minus 2 x pipe wall plus two inches from its theoretical position.
B. For attachments to center of structural steel reaction members-plus or minus two inches, and plumbness as specified in 3.5.2.c.
O In the use of these deviation values, when more than one directional plane is involved, the resultant value shall not i exceed the deviation value. The Field Engineer should be l l
TUGCO CA
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. 1 INSTRUCTION ISSUE
. NUMBER RNSION DATE PAGE )
TEXAS UTILITIES GENERATING CO.
'q CPSES 0 7/25/80 5 of 15 j QI-QP-11.ll-1
, consulted in making this determination.
C. All supports shall be checked to assure that they are level and plumb. If a support is found restricted because of '.~
area design and cannot be installed plumb and level, the Hanger Field Engineer shall determine the disposition.
3.6 SWAY STRUTS Sway struts will be installed as per the drawing using the criteria set forth in the individual manufacturer's catalogues.
The critical dimension is the center-of-pipe to end of attach-ment (rear-racket) dimension given on the drawing t3 ". Other dimensions, i.e., W for ITT should be checked as reference dimensions, but shc,ald not be grounds for non-acceptance of a support. Threaded rod may not be used on strut assenblies; if bolts or studs are used, the threaded portion shall not be part of the load-bearing surface.
3.7 SEISMIC LIMITERS n 3.7.1 Inspection Criteria y
Seismic Limiters (arrestors) must never be used as a welding ground, be sandblasted, or painted.
The following are inspection criteria to be used when inspecting seismic limiters:
- a. Prior to setting the limiter in position, manually extend and retract the support cylinder (see Attachment 1, Figure 10 for nomenclature) through its full stroke length. (See Table 2 below.)
TABLE 2 Limiter Size Stroke Length / Inches k 4
\ 2h 1 4 3 5 10 6 35 6 Form No.1 .
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INSTRUCTION ISSUE REVISION PAGE NUMBER DATE q TEXAS UTILITIES GENERATING CO.
, ,e CPSES QI-QP-11.11-1 0 7/25/80 6 of 15
. b. . The force required to extend or retract the limiter support cylinder (see Attachment 1, Figure 11) should not exceed 1% of the rated load. The load should be applied in a steady manner. If the arrestor support 2"~
cylinder moves easily, does not move, or rotates, internal damage may exist; the Owner must be notified.
- c. The load-bearing bolt (or stud) is a special high-1 strength bolt with matching nut (s). At no time should thread be in the load-bearing portion of the bolt.
Special flat washers are always installed on the inside of the clamp, one between each clamp half and the spherical bearing. The washers allow the limiter to have *6 of freedom (12 included angle).
- d. Spherical bearings are designed to move *6 within their sockets. (See Attachment 1, Figure 12.)
3.7.2 Adjusting for Relative Angle Installation of sizes k, h,1, 3, and 10 which require a relative
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angle between the end cap and forward bracket must be accomplished as follows:
- a. Remove all attachments from arrestor.
- b. Place arrestor in a vertical position on a table sitting on the housing.
- c. While keeping slight downward hand pressure on the top end, use retaining ring pliers to free the retaining ring. !
I
- d. Maintaining slight downward pressure, slowly rotate end !
cap by hand to desired rotational position. Do not use a l vrench or any other mechanical means. l l
- e. Maintaining hand pressure, replace retaining ring. l
- f. Cycle arrestor through full stroke to assure no internal damage has occurred.
Where required, make socket welds to extension piece pipe while maintaining alignment within 1 . Mask spherical bearing and paint transition tube, extended piece, and forward adapter only, as required.
, 3.7.3 Rotation of End Cap, Sizes 35 to 100 I
- a. Under no circumstances shall the end cap be rotated more than one complete turn from the bottomed-out position.
TUGCO OA Form No.1
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INSTRUCTION ISSUE PAGE REVISION DATE NUMBER TEXAS UTILITIES GENERATING CO.
q CPSES QI-QP-11.11-1 0 7/25/80 7 of 15
- b. -Cradle the arrestor on a bench and remove the screws and position tube indicator. Extend sufficiently to expose part of the telescoping tube, i
- c. With telescoping tube restrained from rotating, loosen the left-hand threaded ring nut (torqued to 150 + 20 ft./lb.).
Rotate the end cap to the desired position.
- d. Re-torque the ring nut 150 20 ft./lb.
- e. Replace indicator tube and screws,
- f. Cycle arrestor through full stroke to assure no internal damage has occurred.
3.7.4 Transition Tube / Forward Adapter Assembly
- a. Attach forward bracket or transition tube-extension piece forward adapter assembly to the arrestor with machine screws or bolts as provided. Torque fasti.ners as follows:
- Arrestor Size Torque Required k 22 Il in./lb.
22 Il in./lb.
1 45 I5 in./lb.
3 120 *10 in./lb.
! 10 440 *20 in./lb. j
- b. Safety-wire bolts with 0.040" stainless steel wire.
Extension pieces, where required, should be cut so that a minimum of 1/16" gap exists between the pipe and bottom of the transition tube and forward adapter as well as allowing a minimum of 1/2" engagement. (See Attachment 1, Figure 10.)
3.7.5 Cold Setting The cold setting shall be as per the design drawing with an installation tolerance of k".
- a. All seismic limiter clamp bolts shall be double nutted.
- b. All pinned connections shall have fully opened cotter pins or split snap rings installed.
TUGCO CA Form No.1 ,_
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INSTRUCTION ISSUE REVISION PAGE
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. CPSES QI-QP-11.11-1 0 7/25/80 8 of 15 3.7.6 Scherical Bearings Both sway struts and arrestors have spherical bearings staked ---
in the attachment ends. These bearings should be checked to verify the bearing remains tightly staked.
3.8 INSPECTION OF COMPLETED SUPPORTS 3.8.1 Suoport Inspection When a support is presented to the support Inspector for final j acceptance, the Inspector performs a detailed visual inspection per the provisions of this Instruction. If discrepancies are found which cannot be corrected through normal clean-up or minor rework, the QC Inspector shall mark the deficient areas of the support and the drawing indicating the discrepant areas. He shall return the hanger package to the craft foreman. When the discrepant areas have been corrected, the craft foreman will resubmit the hanger package to the QC Inspector. If acceptable, he shall sign and date the IR (Attachment 2), write the word " ACCEPT" on the face of the drawing and return it to the craft foreman for processing
( ') in accordance with existing site procedures.
3.8.2 Discrepancies That Cannot Be Corrected Discrepancies that cannot be corrected through normal course of construction shall be reported on an NCR in accordance with existing site procedures.
3.9 INSPECTION LOGS The QC Inspector shall maintain a log of inspected supports l indicating their status (Attachment 3). I i
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INSTRUCTION ISSUE PAGE REVISION DATE NUMBER 7 '
TEXAS UTILITIES GENERATING CO.
_- CPSES QI-QP-11.11-1 0 7/25/80 9 of 15 ATTACDfENT 1 7
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-I QI-QP-11.ll-1 0 7/25/80 11 of 15 ATTACIDENT 1 kl(/ CLEARAMCE.
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INSTRUCTION ISSUE
- REVISION DATE PAGE NUMBER TEXAS UTILITIES GENERATING CO.
CPSES QI-QP-ll.11-1 0 7/25/80 12 of 15 ATTACHMENT 1 Forward 7 Bracket Housing Sucport End Cap Cylinder Transition Tube Extension B Piece I
Spheric Bearitl2/
) Rear Bracket Retaining Ring 7
Machine or Cap Screw Indicator SIZE k, 4,1, 3, At:010 i
End Cap Support Transitien Telescoping-Tube Cylinder Tuce Adamter j Ring Nut stens1Cn
- Scr" piece Mcusing l_
End Cap
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p O I End Cap Spherical Searing._
Rear Position Tube Bracket Indicator SIZE 35 A!iD 100 O
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m CPSES QI-QP-11.11-1 0 7/25/8C 13 of 15 s..'
ATTACH!' INT 1 r
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.l CPSES QI-QP-il.ll-1 0 7/25/80 14 of 15 ATTACHMENT 2 CCM AN CHE PEAK STEAM ELECTRIC S Tt.TICN ,
INSPECTION RE.cCRT I:n -
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- 1. I Check hanter materials for cer oliance with 5111 ef. -
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l' naterials (Pararraoh 2.2) --
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- 2. lSuimort dt-enstens emtv vith desvi ?/f -truction ! l-! l I'(Paragraph 2.2) l ll l l 3.' l Weld area clear of scale. tresse. etc. (Para?raoh 3.2.11 l Il l l 4 l~ Fit-co* per drawing /WPS (Paragraoh 3.1.2) l ll l l
- 5. l *.* eld free of slag, undercut, porosity (Para. 3.1.2) l ll l l l 6. l ~4 eld as ner drawine (Pararrach 3.2) l l l l l
'}- 7. lSupportleveland.plunb(Paragraph 2.5) l'l l l
- 8. l Location (Pararraoh 3.5) l ll l B. l SEISEC LE!ITERS/ SWAY STRUTS l ll l.
- 1. l Scherical bearing alignment and condition (Para. 3.7.6) l l l l
- 2. l Correct locatien and orientation (Paragraph 3.7) l ll l
- 3. l Correct size and configuration (Paratraoh 3.6.1) l l I l 4 l Cold setting as per drawine (Pararrach 3.7.5) l l l l l
- 5. l Cvele inseeetieri (Paranrach 3.7.1) !l l l
- 6. l Rardware cerrectiv installed (Parserseh 3.6: 3.7) l ll l l C. l RECCRD THE FOLLCWDiG l l l l
- 1. lSueoortDrawinzNo. R.w . l l l l l
- 2. lCMCNo. Rev. l l l l l
- 3. l Welder Sebol l l l l
- 4. ImtNo. III I suns w :s,sezes,sm -
- Full penetration velds require fit-up inspection prior to veld out.
N PI M ES P8C3 !!1 l hEAYE lggg347(pg 37
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TUGCC CA Form Nc.t
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INSTRUCT lON ISSUE PAGE REVISION DATE NUMBER h TEXAS UTILITIES GENERATING CO.
) CPSES QI-QP-11.ll-1 0 7/25/80 15 of 15 ATTACHMENT 3
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INSPEC C St,PPORT*
STATUS LOC DAI! CATE INSP. ACCT. REJ. SUPPORT NO. INSP. ACCT. REJ.
SUFFCET NO.
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- n~* 8 TEX TILITIES GENERATING CO3 NY kff OFFICE MEMOR ANDUM i To cl.n no , T.us November 2,1981 '
subje REASONS FOR DELETION OF INSTRUCTION
(
Effective this' date the Instruction QI-QP-ll.ll-1, presently in its 8th l revision, is being deleted from use at CPSES. l
'l The material covered in this Instruction has been RENUMBERED to coincide with Quality Documents numbering system described in CP- P .0, Rev. 3, and will now be listed as Quality Instructio Rev. O. l No other change was made in the document. Title remains the same. i l
t B. C. Scott Quality Engineering Supervisor BCS/jh I cc: Historical File, QI-QP-ll.16-1 gh I
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ARMS lNDEXED TEXAS UTILITIES SERVICES INC,-
P. O. BOX 1002 GLEN ROSE. TEXAS '8043 OAII.
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af, CPPA-6073 August 11, 1980. ..... \
Mr. Herman D'Errico JOB NO. 35-1195
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One Harmon Plaza , : , l.
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COMANCHE PEAK STEAM ELECTRIC STATION 1981-83 2300 MW INSTALLATION TRANSMITTAL OF 1 h .4/ 1 DESIGN CHANGE AUTHORIZATION NO. 7955, Pev. 1 P. O. CP- 0046B (i"
Dear Sir:
Enclosed please find four (4) copies of CPPA-6073 transmittine p __.r.
& R DCC DIST.
Change Authorization No. 7955. Rev.1. I Please sign all four (4) cocies of the cover letter returning cakh copy to the undersigned; one (1) copy to Gibbs & Hill, Inc., tc EfgCT %R. !
attention of Mr. H. R. Rock; one (1) copy to Texas Utilities Se jj Inc. , 2001 Bryan Tower, Dallas, Texas 75201 to the attention ofrg{ mr_ cpsCp R._ -
Graves, and retain one (1) complete with attachments for your fiPegcCT C0'g. ENy([_f_
If you have exceptions to the design change or if cost is effec tdh - - - ---
please attach a detailed listing of your exceptions and/or an i te* sty 4d GEN. '.i R . A list of cost adjust:nents for our evaluation. If your proposal T fpand '~
acceptable, an appropriate supplement will be issued to you to Mh/ wnrie ~-~]--
g to commence. ;-l If th are any questions or coments, please contact this off c L ._ _ - - . --
C.p Very truly yours, -
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- p RECEIVED , R ex. D. Gentry Peditin9 suoervisor SEP 12 580 ACCEPTED - DATE 9 60 g
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D TUSI PMG BY hl ffuw
'"/EN00R'S DULY AUTHORIZED
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CPPA-6072 _
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! ITT Grinnell Corporation ,
260 West Exchange Street -~
Providence, R. I. 02901
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COMANCHE PEAK STEAM ELECTRIC STATION 1981-83 2300 MW INSTALLATION TRANSMITTAL OF DESIGN CHANGE AUTHORIZATION N0. 7955, Rev.1 P. O. CP-0046B
Dear Sir:
Enclosed please find four (4) copies of CPPA- 6072 transmitting Design Change Authorization No. 7955, Pav.1. ,
Please sign all four (4) copies of the cover letter returning one (1)',
copy to the undersigned; one (1) copy to Gibbs & Hill, Inc., to the -
attention of Mr. H. R. Rock; one (1) copy to Texas Utilities Services .
Inc., 2001 Bryan Tower, Dallas, Texas 75201 to the attention of Mr. C. R.
Graves, and retain one (1) complete with attachments for your files.
If you have exceptions to the design change or if cost is effected," ^
please attach a detailed listing of your exceptions and/or an itemized list of cost adjustments for our evaluation. If your proposal is found acceptable, an appropriate supplement will b.e issued to you to allcw work to comence.
~
i If there are any questions or coments, please contact this office.
Very truly yours,
- 010.,:F CE NO geia p f C Ct. i_D: M. b , a l uNoe'-
s t_ Vq< ._y, e R. a .bM D. Gentry Expediting Supervisor n g C 7,]gp m e :, p - ,-.
m.,EPTED - DATE G/f/9/
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.ZT T~ BY ( 41 lb _
ENDOR'S CULY AUTHORIZED -
_ _. _ _ _ _ - - = _ _ - , = , EPRESENTATIVE RCL' FI FW cc ."2A7JU@
TU: wet MENT IS Foil I;;rO?.:. LIT:0:I ONLY TI TLE /7.ut M'<t --w j h
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FIGURE I. Page 1 of 10 COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION AUTHORIZATION NO. 7955, Rev.1 (WILL) (M(XX2rt) BE INCORPORATED IN DESIGN 00CUMENTS XX NO
_YES SAFETY RELATED DOCUMENT XX ORIGINAL DESIGNER ORIGINATOR: CPPE I. DESCRIPTION:
REV. 2 2323-MS-468 A. APPLICABLE SPEC /INEXEEEEXIMI THIS REVISION VOIDS AND SUPERSEDES DCA #7955, Rev. O. Revise spec ~
- 8. DETAILS (PLEASE NOTE: Aooendix 10 and add Aopendices 4, 5, and 6 as oer attachments.
Accendix 4 attached to 4 attcched to DCA #7955, Rev. O should be discarded.
this Ravision is the mandatory document of record).
- 1) Clarify and formalize the orocram recardino ENGINEERIEG JUSTIFICATION:
pine succorts that have Seismic Catecorv II recuirements.
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- 2) Incor'corate Declassification criteria
- 3) Incoroorate the "0N" Nomocraoh
- 4) Incorocrate Class 5 alternate Mancer Desion. - -
- 2. SUPPORTING DOCUMENTATION
- 3. SIGNATURES: MRM:0HW:FWV:R :w 8/15/80
.,. ol m _f /Data9-O_
A. APPROVED BY:
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' Page 2 of 9 t
Paragraph 3.0 Delete first sentence and replace with the following:
"This section establishes requirements for design, manufacture, ft inspecti testing, cleaning and packaging of pipe supports for n
~
unit FWR nuclear power plant."
Add paragraphs 3.0.1 and 3.0.2 3.0.1 DEFINITIONS There are three categories of supports covered by this specification.
. A a.
Non-Nuclear Safety Related Non-Seismic -- applies to all l'\ pipe supports not covered by 3.0.lb or 3.0.1.c below. "
- b. Non-Nuclear Safety Related-Seismic Category II -- applies to pipe supports for piping 2h inches and larger in pipin .
gory I' structure.
- c. Declassified Supports -- Pipe supports for Class S lines which are so located and detemined as not reducing the functioning of essential systems and components to an unacceptable degree Pipe supports for piping in the areas shall be declassified.
shown on the drawings in Appendix 4 of this specification de-lineate the areas to be declassified.
- 1. The areas on these drawings which are not crosshatched may be declassified unless the support is designated on -
a stress analysis problem or is part of a multiple han-ger that is ccmposed of NF or Seismic Category II sup-ports.
- 2. The areas on these drawings which are crosshatched are Y required to have Non-Nuclear Safety Related-Seismic Cat-egory II Pipe Supports.
3.0.2 CODE EXCt.USIVITY -
The requirements of this specification relate only Pipetosupports pipe hangersthat that support ANSI B31.1 or E31.3 piping only.
support piping which must conform to the ASME Boiler and Pressure Vessel Code,Section III are gov'erned by requirements of Specifi-cation 2323-MS-46A and are not within jurisdiction of this speci-fication.
A 3.0.2.1 Pipe supports for 2 inch and smaller piping designated Class GCor Class S which appear on stress problems shall be designated ASME Section III Class 3 and be designed and fabricated in accordance with Specification 2323-MS-46A.
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.! DCA-7955, Rev. I
- Page 3 of g a
Revise paragraph 3.1.4.3.b.2 to read as follows:
"(2) For all Non-Nuclear Safety Related-Seismic Category II Pipe Succorts
- a. In addition to the sequence and guidelines given in paragraph d f 3.1.4:3.b, the Seller shall locate rigid hangers and seismic restraints using Nomograph for Seismic Restraint Spacing--
Class 5 Piping which is Appendix 5 of this Specification."
Renumber the existing paragraph 3.1.4.3.b.3 to 3.1.4.3.b.4.
A Add a new paragraph 3.1.4.3.b.3 as follows:
"(3) For all Declassified Succorts
- a. Engineer the supports per B31.1 or B31.3 as applicable.
A
- b. Engineer the line for springs, anchors, guides and deadweight i
. hangers only.
- c. Guides should be kept to a minimum and will only be considered
~
- for use on long vertical runs.
- d. Dead-weights should not be loaded in any direction except vertically.
m Issue a hanger location isometric with' the hanger mark numbers e.
~
- and locations shown.
- f. Issue hanger detail sketches with all information normally sup-t _f
' ' plied except for the hanger detail or bill of material. ,
j
- g. Include hot and cold loads and settings for spring hangers on
.g 2 the hanger detail sketches.
5 h. The Contractor will design and fabricate a hanger to fit in 7
- accordance with Appendix 6, " Class 5 Alternate Hanger Design". Y
] .
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OCA 7955 , Rsv.1
- . Page 4 of 9 Add paragraph 3.4.1' including 3.4.1.1 through' 3.4.1.3 and Tables 3.4-2 and 3.4-3 as follows: -
3.4.1 PIPE HANGER IDENTIFICATION _
. 3.4.1.1 IDENTIFICATION OF MULTIPLE HANGERS SUPPORTING ANSI B31.1 AND ASME III PIPING .
~
When design conditions and gecmetry necessitate that a multi-ple hanger be used to support both ASME Section III piping '
and ANSI B31.1 or B31.3 piping, the following criteria shall -
prevail:
- a. Supcort loads for ASME Section III piping shall be trans-mitted to the building structure only througn a support designed, fabricated, and identifieo to the requirements of MS-46A. If a portion of a non ASME (MS-453) support is within this load path, that portion shall be identi-fied by a hanger detail sketch with a " ghosted" detail
~~
which references the corresponding MS-46A hanger detail sketch,
- b. Support loads for ANSI B31.1 piping may be transmitted.
to the building structure through an ASME (MS-46A) pipe ,
support orovided the connecting weld or attachment is -
referenced (ghosted) on the MS-46B sketch and specified
- on the MS-46A sketch,
- c. In no case shall ASME Section III materials or require-ments be specified on a MS 468 hanger detail sketch. The
. requirements shall be referenced on a MS-46B sketch to a MS-46A sketch and saecifiec on the MS-46A sketch.
0 9
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DCA #7955, R:v.1 Page Sof 9 F
3.4.1.2 2h-INCH AND LARGER PIPE liANGER IDENTIFICATION All pipe hangers shall be identified with a unique location (mark) number.
The mark number will be comprised as follows:
- a. Line Number (See Para. 3.4) - use System, Unit and Sequential ~
Nurrber only.
- b. Sequential Assembly Number - starting with 001 for each dif- ,
ferent line number for all' areas except as noted below: .
- 1. Hangers designed and issued by site based design groups shall start with 700. .
- 2. Hangers designed and issued for the following Unit 2 buildings shall start with 400 - Containment (RS), Safe-guards (SB) or Turbine Building (TB'. 4
- c. Building Code - See Table 3.4-2 i
- d. Area / Elevation - See Table 3.4-3
- e. Classification Code - See Table 3.4-2
- f. Type of Support - See Table 3.4-2 - !
FW1 - 062 - 003 - T34S EXAlei.E-.
il J I '
feedwater System (
m t w__-__a ,
5 1.h.e T4 umber <
Ftem :Mur <
Turbine Building (
Below Elevation 803' <
)-
v Non-Nuclear Safety Class <
-(No SEiimic' Requirements)~ ~ --
Spring Hanger 4
~
- , , , _ ~ . . - -
, _ _ , , _ _ . . DCA-7955, Rev. 1 Page 6 cf 9 3.4.1.3 2-INCH AND SMALLER PIPE HANGER IDENTIFICATION
- 1. Hangers on 831.1 and 831.3 small bore piping are selected and located by the Contractor using guidelines and typical detail sketches published by the Pipe Support HangersDesign falling Group into thisof the site mechanical engineering department.
category are totally non-seismic and have no identification tying them to specific locations.
The exceptions to this which are listed belcw shall be de-signed and fabricated in accordance with 2323-MS-46A (See k
paragraph 3.0.2.a of this specification). .
- a. B31.1 and B31.3 piping analyzed by computer analysis.
- b. B31.1 and B31.1 piping interfacing with ASME Section III piping and requiring seismic design to meet analysis over-lap requirements.
- c. B31.1 and 831.3 piping requiring seismic design to meet damage study criteria.
- 2. Although there is no requirement to comply with subsection NF for the design of the subject supports, the load-rated, siasmic typicals shall specify code material and weld in-These hangers shall not be ASME spection requirements.
, code stamped, i
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DCA-7955, Rev. 1 Pag 2 7 of 9 TABLE 3.4 - 2 BUILDING, PIPE SUPPORT TYPE AND CLASSIFICATION CODES b
FOR 2 -INCH AND LARGER HANGER IDENTIFICATION .
TYPE OF SUPPORT _
BUILDING ,
A - ANCHOR A - AUXILIARY 0 - DEADWEIGHT
.C - CONTAINMENT G - GUIDE D - DIESEL GENERATOR (UNIT 2 ONLY)
K - SNUBBER .
E - ELECTRICAL
- R - RIGID F - FUEL ,
l S - SPRING HANGER H - MAINTENANCE W - PIPE WHIP RESTRAINT J - SERVICE WATER INTAKE STRUCTURE MR- ROTATIONAL MOMENT RESTRAINT K - CIRCULATING WATER INTAKE STRUCTURE S - SAFEGUARDS (UNIT 1 & 2) AND DIESEL .
GENERATOR (UNIT 1 ONLY)
T . TURBINE - _
Y - YARD A
PIPE SUPPORT CLASSIFICATION m (IN ASSOCIATION WITH BUILDING CODE ABOVEl CLASSIFICATION
- CODE BUILDING CODE T WITH 4 or 5 NON-NUCLEAR SAFETY .
4 or 5 RELATED NON-SEISMIC K WITH .
H WITH 4 or 5 A WITH 5 or 6 C WITH 5 or 6 -
0 WITH 5.or 6 l
- 5 or 6 NON-NUCLEAR SAFETY
- EI - ~ ~ - ' -- WITH - -- - jpg j s
5 or 6 RELATED - SEISMIC F WITH ;
5 or 6 CATEGORY II J WITH S WITH 5 or 6 Y WITH 5 or 6
' A
^
_{ .
-hNEM-
- -~-
%_.____,_. - - x -- - : :. - - - - - -
DCA 07955, Revo 1
.o Page 8 of 9
. TABLE 3.4 - 3 AREA /ELEVATICN CODES FOR HANGER IDENTIFICATION 2b-INCH AND LARGER
^
CODE BUILDINGS ELECT.&
SAFEGUARD AUXILIARY CONTROL FUEL TURBINE CONTAltlMENT O CIRCULATING WATER, SERVICE WATER & OTHERS .
778 1
2 790 792 3 310 810 307 810 803 1
4 832 831 831 830 838 830 5 860 852 852 854 860 830+
6 885 873 873 873 885
- 7 905 896 899 918
~'
8 100? __
9 1C65 & CCME i
~
NOTE: BUILDING AREA / ELE 7ATIC!l5 liUMSERS ARE IN FEET AND ARE BOTTOM
, . OF SLAS FIGURES 'a"riICH APPLY TO PIPING BELOW THE St.AB. .
Page 3 4
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OCA-7955 , Rev.1
' Page 9 of 9 Paragraph 3.5.1.a Delete the existing paragraph and replace with the following:
" Pipe supports for all non-nuclear safety related oiping systems shall be designed, fabricated and tested in accordance with tne requirements of ANSI S31.1 or ANSI B31.3 code as applied to systems in Table 3.1-1 and the supplemental requirements specified or referenced herein. .
Pipe sucports designatedcontrols Non-Nuclear to assure cuality.Safety Related-a manufacturing system which provides Pipe suoports fabricated by the Contractor at thePipe CPSES sitefab-succor:s shall con-fem to the quality program requirements of '45-100.
ricated by the Seller at offsite manufacturing locations 9 shall conform to the quality program requirements of Soecification . 5-4A including manufacture at the same ohysical manufacturing facility (ies), hcwever, procedures stamped and need the only notdocumentation be submitted for isaccroval, required tne suo::
that of paragraon 3.11". ort t
s Paracraph 3.11 4(
1 Add paragraph 3.11.h i
~ "The seller shall orovide a certificate of ccmoliance attesting to conformance with the requirements of this scecificacien at tire of shipment. The certification may r' elate to an entire sniement, but must be identificable to an individual pipe supcort."
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SPECIFICATION 2323-MS-46B REVISION 2 APPENDIX 4 s
G S'E C T I O N 3 APPENDIX 4 BUILDING AREAS THAT MAY BE DECLASSIFIED A
- ARCHITECTURAL DRAWINGS _' .
AUXILIARY BUILDING -
2323-Al-0511 2323-Al-0507 2323-Al-0509 2323-Al-0508 2323-Al-0510 FUEL BUILDING 2323-Al-0520 2323-Al-0521 --
(N0 55ISMIC I AREAS)
- 2323-Al-0522 --
(NO SEISMIC I AREAS) .
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Sp:cification 2323-MS-468 Revision 2 Appendix 5 SECTION 3 APPENDIX 5 NOMOGRAPH FOR SEISMIC RESTRAINT SPACING - CLASS 5 PIPING 6 m 6
9 6
- m m-m.. e. ..o. me ~n -.w.
D 6
I
a _____2._2..._..- -- = -
1 _.._._..-___y=---
Specification 2323-MS-453 Revisicn 2 r
App ndix 5 Page 1 of 42
\ ,
5 .
I l
' < CorirENTS PAGE A. PROCEDURE 2 to 4 1.0 PROCEDURE FOR STRAIGHT PIPE SECTION 5 to 6 2.0 GENERAL PIPING LAYOUT 7 J 3.0 E-SSIGN LOADS FOR SEISMIC RESTRAINTS .
I'
' B. FIGURES _
8 l.0 FIGURE 1421A - RESPONSE SPECTRA
! 9 2.0 NOMOGRAPH FOR SEISMIC RESTRAINTS SPACING l -
10 3.0 COMECTION FACTOR FOR CONSTANT "K"
,C. TABULATION -
11 to 42 1.O VALUES OF CONSTANT "K" d
l
$ e 0
e g.
G O
. ,_MGh _ , ,,_
_ . _ ~ _. ... .
Specification 2323-MS-46B Revision 2 Appendix 5
- - Page 2 of 42 A. PROCEDURE \ .
\
- . APPLIC'ATION' OF THE NOMOGRAPH FOR SEISMIC RESTRA -
' SPACING (CLASS ,5 PIPING)
~~
The following procedure describes application of the nomograph method for seismic restraint spacing for non-safety class lines , ,
which require seismic restraints (Class 5 piping) 1.0 PROCEDURE FOR STRAIGHT PIPE SECTIONS In order to determine, the restraint spacing L_, a tabulated constant "K" (stiffness) must be selected, depending upon pipe size, pipe schedule and four categories.
These four (4) categories are:
' 1. Pipe . ,
- 2. Pipe and Insulation 8 - -
- 3. Pipe and Water h . .
Pipe Water and Insulation ~
4.
The abov3 categories are further sub-divided into three (3) conditions based upon types of restraints.
- 1. Simp,. - Simple (both ends free) .
- 2. Simple - Fixed (one end free, other end anchored) i
- 3. Fixed - Fixed (both ends anchored)
~
"K" values Uiil be'hiotteU5~n'three (3) separate nomographs
~ ~~
I since we,have to determine the restraint spacing in all three (3) direction (X, Y and Z). . . ..
- Included are Instructure Response Spectra for Seven (7)
Areas.
u M - .. --.
_ . _ . . . . w. _- . -
- Sp:cification 2323-MS-468
. . - Revision 2
,, ' Appendix 5 1
' - Page 3 of 42 l - The remaining point to locate on the nomograph is the i- To obtain the i
frequency which is expressed in CPS. ,
frequency, the Instructure Response Spectras (IRS) .
are to be used. The IRS used will depend upon the I
building, elevations of the piping system, damping factors which depend upon the pipe size and direction
~
of restraint (X,horZ). . 1 The damping factors shall be as follows:
4 Pipe Size Damping Factor 1/2 SSE Damping Factor SSE, i
a 0.02 0.03
'l. Pipe Diameter g
Greater than 12" Pipe Diameter 0.01 0.02 Equal to or Less *
- than 12" ~
After the proper IRS is selected the following procedure should be used to obtain the required frequency for seismic restraints spacing:
I .
34 Step 1 - Find period corresponding with maximum accala- ,
~
tion value and divide it by ,Let us call this 2_.
. l new value T_.
Step 2 - Find accelearation in X, Y and Z directions corresponding with T period. If value of acceleration in any direction is less than 2g, use T in this direction to calculate required
~
. frequency, f = 1/T. ,
1 l
i- .a . : . se
' :g W~. a. .. ..s.=
. - - , a_ . . ...... _ - , - . .. .
Sp:cificatiliin 2323-MS-468 Revision 2
- Appendix 5 Page 4 of 42 -
Step 3 - If the value. of acceleration corresponding with T in any given direction is higher than 2g, find a new smaller period Ty such that its value to calculate required corresponds.with 2g. Use Ty frequency f = 1/T1
- Example -
Let's consider piping line 10" Schedule 80 water filled
- with insulation located in the Safeguard Building at elevation 805 ft.
The "K" value for simple - simple is 6009 I The "K" value for simple - fixed is 93S1 for 10" pipe and 1/2 SSE the damping factor is 0.02 The IRS selected for this case is shown on the page 8-Fig. 1421A
~
Let's consider y direction of acceleration (Ay - curve)
The maximum value of acceleration and* corresponding
. period of about 0.20 seconds is indicated by point A on IRS curve '(Fig. 1421A).
Based on Step 1 of the above procedure T.= 0.20 2
- 0.10 sec.
Point B correspond with period T. The acceleration value d
for_ point _B.is_ greater.than 2g, hence we have to fina a t
new smaller period T y as indicated in Step 3. .
N The new T l'
= 0.07 sec. and required frequency f = g- = 14.3 cps see Point C - Fig. 1421A.
e p e
- N -c- -w L -
Specification 2323-MS-46B
, Revision 2 -
Appendix 5 Page 5 of 42 ,
~ ',
210 GENERAL PIPING LAYOITY
! 2.1 Seismic restraints have to, he located as close as possible-to the valves, flanges, and other types of concentrated
- loads on the piping system.
If two valves are very close to each other, select the first restraint location between
. . them. Judgement should'be used, if' additional location on'
- either side of the valves is necessary.
1 2.2 For runs with tees or branches, a seismic res'traint should on be located at 1/2 of span L,from the connection point,
{
l 8 the branch. The main line should be treated as a regular straight section of pipe.
2.5 starting from first selected an,chor, on the first straight
~
section of pipe, locate restraint (s) at L_; depending on remaining distance L1 to the tangent point of an elbow, _ _ .
locate a restraint on the second leg at a distance , ,
L2 = Find correction factors for elbow (p4ge 10)
_L. -Ll.
and modify'L2 accordingly. .
2.4 At the changes of pipe direction, one of the restraints
~
I should be perpendicular to the plane which contains the elbow or bend.
2.5 For straight sections of pipe not anchored and longer than three spans L established from the nomograph or I- le containing concentrated masses such as valves, flanges, g
l and so forth, provide a restraint parallel to the axis I
4 '
r
I :
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' ' - m' ~ ~ . - ?
Q .w . - .
- ~ . . . - - - - -
Specification 2323-MS-468 Revision 2 Appendix 5 Page 6 of 42 7 ,
o B .
1 ,
i .
of the pipe.
For very long runs of pipe, additional restraints to the axis of pipe should be prov ded. Such restraints shouid be snubbers in order to avoid excessive stresses due to -
i thermal growth of such long runs. (one snubber for each length of pipe equal to 5xL). .
2.6 In the selection of the location of rigid restraints
! Issue sufficient flexibility should be assured for the i 1 i thermal growth of the pipe.
l S
. e .
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O 4 e
a I
P
- 9 h
O .
e e
_ ~ - _ _ . . . - . . _ -- -
. Specification 2323-MS-468
- Revision 2 Appendix 5 Page 7 of 42
'l /
3.0 DESIGN LOADS FOR SEISMIC RESTRAINTS .
In order to obtain seismic restraint loads multiply the acceleration value for selected period T or.T1- (Steps
- 1 of 2 in paragraph 1.0) by factor 1.5., Use this new .
acceleration value to obtain design loads.
_m O
d a
9 a
4 o
6 e
l e
e 4
0
_ .. . . _ ~ -
_,~~
S ecification 2323-MS-468
. Revision 2
- f. .
Appendix'5
,t-- Page 8 of 42
- v .
g- .
-3. .
- g. 3
- q. .
M
. IN-STRUCTURE RESPONSE SPECTRR FOR
- e. . SAFEGURRDS SUILDING ,
ELEVRTION: 810.S FT ,
Q -
EQUIPMENT ORn?ING: 0.02 1/2 SSE ERRTHOURKE j . RX: E-H RY: VERT. RI: N-S .
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.- 3pecification 2323-MS-468 9
., ._ ..~
Rev1.ston 2. Appenaix 5
?- .*
~~
f,h
,' .,..j s f. u. ,- d. e Page 9 of 42
- . c * -
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. NOM 0 GRAPH FOR SEISMIC RESTRAINT SPACING . .
2 '
- 300- - :
SOLUTION 0 ' F L ;Y x/f ,
,1 . < . .
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-e . . . .
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!.< 1 .-
- FOR
- .: SEISMIC RESTRAINT i
y,. , . . .
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Specification 2J23-MS-46B
,' . Revisi.on 2. Apoendix 5
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- Specification 2323-f15 a6B
!~j W( . .
- - Revi.sion 2, Appendix 5
!_ _ _ ^ *' ~' _. ,
- N-S7? <.:::: _. .. ..-[** :. 7'"@ of 42 ,, ,,
I -
SEISMIC RESTRAINT SPACING O 1/4 IPS 4
-4 i i .
- VALUES OF CCNSTANTS 8K' j, --
i 1
i i i i SCHEDULE 105 40(STO) 80(XS1 Il WAR THI Q WSS, INS .065 .088 .119'
- _ UNIT WGTS. LBS/FT .
~.. c . .
l
'.- PIPE .329 .424 .535 I
PIPE + INS 1 239 1.334 1 445 .
l PIPE + WATER ,.387 .470 .566 II PIPE + WATER + INS 1.297 1.380 1 476 -
i l- ' ,
!. PIPE - S-S 361 347 329 -
3
'_ S-F 563 541 514 F-F 821 788 7'49 -
i __ ., * *
. PIPE + 1 5 IS6 195 200
- i~ ;
5-F 290 305 313 - -
F-F 423 445 456
'_ PIPE + W 5
~
333 329 320 5-F 520 514 '500 l F-F 757' 749 728 .
PIPE + W + 1 5 182 192* 198
'300 284 5-F 309 F-F 414 437 . 451 l
- 8 e
- mme. .
l
_ _. SHT. l er St i l
. _ _ _ - - ~ _ _ _ ._ -_ . ._ _ _ _ _. . _ . _ . . _ _ _ -_ _ _ _ _ - _
i& ._ . . . . _ . . . _ . . . - . . --.. ... .. ~.. . . ..- .- .m .. . ..
x ___ -
. , , apeu n iuauun caca-na-*oo j .. . .
- .. Revision 2, Appancix 5 i .. ' ,. *% *
- F4m 12 e T 42
- j .- SEISMIC RESTRAINT SPACING 0 1/2 IPS l
2
. VALUES OF CONSTANTS .'K' -
~
1 m .
i
- SCHEDULE 105 40(5T0) 80(XS) 160 (XXS)
, i WALL THICKP.ESS, INS .083 .109 .147 .187 .294
~
i UNIT WGTS, LSS/FT -
-~
,[
NPE .671 .851 . 1 088 1.304 1.714 I PIPE + INS . 2.051 2.231 2 468 2.684 3 094*
- -{- l 4
l PIPE + WATER .825 .982 1 189 1 378 1 736
< t-l l PIPE + tlATER + INS 2 205 2.362 2 569 2.758 3 116 1
j .j .. _ - - - -
J
-; PIPE 5 573 556 533 511 467 5-F 895 868 832 798 729 l -
~ '
- F-F 1303 1265 1213 1363 1061
) .
[ .
s l PIPE + 1 ^5-5 328 344 354 356 347 l ~
5-F ' 512 536 553 556 542~~
1 g -
i F-F 746 781 805 810 790 i .
PIPE + W 5 517 518 510 ' . 497 464 I
- 5-F 806 808 796 776 724 F-F -
1175' -
1177 1160 [ 1131 1055 l .
i ..
I PIPE + W + ! - S-5 316 334 347 351 346
}]i / . .
- 5-F 493 521 542 549 540 11 t .
F-F 719 759 789
- 799 787
{-j-
,. i- -
) "i
- ;/ -
1 - .
Mnr.1 sr n-
}- - _ - _ - - - _ - - . - - - . - . . . - _ - . _ . - . . - -
5- .-- _ . . . - . . - - . . - . . . . . _ , . . . .
NL : -
b, I .5 . . i. .,
I'
' ~~ ~^
Specification 2323-MS-46B Revision 2, Acorndix 5
~j , , * ' * *
- Page 13,of 42
!j . SETSM!C RESTRAINT spacing 0 3/4 105 _
j -
l -
VALUES OF CONSTANTS eK' ;
7 -
l i SCHEDULE 55 105 40(STO) 80(xS1 160 (xx ;
7!
- J. PALL THICKNESS, INS .065 .083 .113 .154 .218 _._3,i UNIT WGTS, LBS/FT PIPE '.683 '.857 1.130 -
1.473 1.937 24-l PIPE + INS 2.193 2.367 2 640 2 983 3 447 39 l{..
' PIPE + WATER .972 1.123 1 352 1.661 2.065 2. S i PIPE + WATER + INS 2 482 2.633 2 8_72 -
3 171 '.575 3 4 0^
PIPE 'S-S 743 730 710 684 647 6(
S-F 11'0 6 1140 1109 1068 1010 9 1]
F-F 1690 1661 1615 1556 14_72 13' PIPE + I 5 415 440 465 481 485 4*
S-F 647 686 726 751 -
757 74 F-F 943 1000 1057 1094 1104 10E PIPE + W - S-S 623 638 647 644 627 59 5-F 973 996 1010 1006 979 9:
F-F 1417 1451 1472 - 1466 1426 13!
p PIPE + W + I . 5-5 390 417, 446 466 476 4~
4 l -
S-F 609 651 696 728 744 ,7:
F-F 887 948 1014 1061 1084 10' d
(i
1, g .. . . . . - . . . . . ~ . . . . . . . , . . - . - - . - . . - . . --
~ -.~.._~. ,.
- i . . . .-- - -
" specirication 2323-as-4ea. ..
i
.l**. . .
?
- _.5.. . '.
Revision:2. Aooendix;5: 1--- -
- 4
. , . rage a or-m s - .
SEISMIC:RESTRNINJ SPACING: 1. 1 IPS 1 VALUES .QF. IONST ANIS 11 K ' 'I r l . .
j SCHEDULEI:- I' 55 Si105 40 tSTD I.: :IECCXS ! 3 0 tY.5 :160 ;Ex
~~ -
WALL.TMI.C M 35r.IES. : .I .065 . tf.109 ...:~133
.124179 . 174250 . 2 54 '
]
UN I T .MGT. S n: LSS /. FI.i1 * =~ .
PIPE :::t .867 .Ia.404 1.-l.679 1.i2'4172 2. 2' ~8 4 3 2 534
!. ._j l PIPE N: INS- *'3 .. 2 807 2 13.344 3.23 619 3. fG112 4. W'7 8 3 ' 4. ?Ji 1
l PIPE M VATER : E: 1. 346 1. 3 -1. 814 1. E 2 0 5 4 2. 2.454 2.43470 3 . 3'.-
1 l PIPE N MTER- + INS-23.2861.2 % 754 2.~3 994 2 . %4 2 L ' L. 5410 5. i.:
1 j .. --
1 f P I P E :-: E-S- '5- 5 942 ?-2911- ?;;895 5?!S65 E ~ iB 23 52:
5-F 5 1471 ;t72423 *
.-11397 125I351 135I285 12-2
- 2:21968 4
F-F 2142 I1-2073 -~2036 1?i1872 :2 I s . -
1 l
{
PI PE +: :!E - ShS- 5-3 524 II- 590 5? 610 5:0629 62?635 f2i 5-F 5 818 2;! 922 ?:2952 ?i'982 95:991- ?".'
' ~
F-F :: 1191 . ?23k3 13 - 13 8 7 . ~. 3 !I431 1621444 --I i .
Ii .
PI P E :( 4E - S-S- 5-3 756 75- 802 5:2809 . E 0 58 0 9. 509792 ' ? :'
5-F '5- : 1181 i;32252 1:51263 12-2263 126E237 122I F-F :- 1720 2 TC 2823 15:1841 15-1841 18 cIS 02 15 I 2
j -
r". .
t--
8
_~
484 557 55 580 55'606 60i620 6:
i 5-F 3 756 ~5s 870 - E :906
- 9 0 t947 94 968 9 6! '
1 12i1320 I I F-F . 1101 1 ". ~ 2 2 6 8 :.3 I379 13 I411 14 1 l
4 .
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'-~' Sp:cification 2323-MS-46B
~
. Revision 2. Annendix 5 ' - ~ ~
Page 15 of 42
~7- -
- L . - SEish!C RESTRAINT SPACING
- 1 1/4 IPS 1 .
- VALUES OF CONSTANTS 'K'
- a. '
SCHEDULE 55 105 40(STD) 80tx5) 160 (xxS i
WALL THICKNESS. INS .065 .109 .140 .191 250 .38
'.i _
i . *
. UNIT WGTS, LBS/FT -
i PIPE -
1.107 1.805 2 273 2.996 3.765 5 21 l PIPE + INS 2.937 3.635 4 103 4.826 5 595 7.04
." PIPE + WATER 1 905 2.514 2 922 3.553 4.'223 5 40 PIPE + WATER + INS 3.735 4.344 ' 4.752 5.383 6.053 7 31 i -. . ._ _ .
l PIPE 5 1201 1170 1149 1113 1078 10C S-F 1875 1827' 1793 1740 16C2 156
~1 F-F 2732 2661 2613 2536 2451 22E J _
1 .
PIPE + 1 5 738 825 855 878 884 e6
~i
'S-F 1152 1287 1335 1371 1300 134
= .
F-F 1678 1876 1945 1998 2011 19f a -
~
PIPE + W 5 916 991 1013 1024 1017 97 a
5-F 1430 1548 15E2 1598 1588 152
~
F-F 2083 2255 2304 2328 2314 222 j PIPE + W + 1 - S-5 654 754 794 832 850 1.
- 8' ) ,
5-F 1021 1178 1240 1298 1327 13 * '
F-F -
1488 1716 1807 1892 . 1933 19:
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i' "
i '
Spect fication' 2323-MS-468 M**- ,
Revision 2. Accendix 5
,, , , . Page 16 of 42 SE!SMIC RESTRAINT SPACING 1 1/2 IPS VALUES OF CONSTANTS 'K'
' 1 I / SCHEDULE 55 105 40(5T01 80(XS) 160 (XX WALL THICKNESS. INS .065 .109 -
1145 .200 .281 .4
! 'r UNIT WGTS, LBS/FT -
t -1
- '.! PIPE 1.274 2.085 2.718 -
3.631 4.859 6.4
+. INS 3.79'4 4.605 5 218 6 151 7.379 89
- ...._.m
- PE + WATER 2 341 3.049 3.601 4.398 5.469 6.S P I P E + k'4T E R + INS 4 861 5.559 6 121 6.918 7 989 93 PIPE - S-S 1382 1350 1325 1288 1237 11 1 .
!i S-F 2157 2108 2069 '2011 1930 15 ,
1 .
4 .l F-F 3143 3071 3014 2930 2813 26 ,
l PIPE + 1 - S-S 801 9,09 9.55 990 1003 9 S-F 1250 1418 ,1490 1545 1567" 15 F-F 1821 2067 2171 2251 2282 22
,i
- L 1 PIPE + W - S-5 1019 1117 1151 1170 1165 112 S-F 1591 1743 1797 1827 1820 17 F-F 2318 2540
- 2618 2662 2651 25' 1 '
PIPE + W + I - S-S 707 826 883 933 964 9 i
1 **
S-F 1104 1290 1379 1457 1506 15 1
F-F' 1609 1879 2003 '2123 2193 22 I
e .
m-M O emp ..maus
} -
p_m. c. e F m_._
I -
. ch - - . . - = . _
l ,
i .. ...., ,
Specificition-2323 t15-46B' . * - .
. ' _'* _ . v . ; .. . Revisioni2.'Accendix .
- *. .. . . Page 17 of;42 . -. .
'.- S E T SM FC RTSTC A7 NT SD a C T MG : : - ' ' - 2 iPS l .
j -
VALUES S.ICtGTAG75?'M'--
,] i ' S C H E CUI.EE : '. . ! SS 5I105 40(STD1: ICI(XS)50!x5'160 i t-xx WALL.THICGESS* ISS. '-
. .065 . +N109 '.I!;15A .I 218. . 2 :J3 43 . N. 4
~
UN I T 3.'GT3 ',. C.B S / F T E F ' -
7 . .
] PIPE :::E 1.603'..i2.638
.i3J653 .i't.~022 5 . 0T.*4 44 . e9.0 PIPE E URS- : ;5 4.133 1-.;'5 168 5..62183 E.;7.552 7. 5L'9 7 4 4.rI 5 PIPE E 1/3TER:.: r: 3 321 3.:-7.:.224 .25 109 5.'.6.304 5. IK.417 : . .&. E PIPE 4: MTER- + TES - **35.851 i.:3'.754 . 7.629 . cT. 8 3 4 1.E 9 47 *. : .r-2 3 l -
?
P I P E :-: 3: 1739 - 33707 '. :!675 '51631 1i31551 '. 5 .'I4 S .: 57 2715 2 6 C,5 .2616 ~2547 25-2421 : - 23 F-F : 3955 2:53383 :?E3811 252711 2'2527 ? E _T4 P I P E :*:-:IE - S 1-3 1083 _ 22220 12:1268 '.!!I330 132I340 '. ? -I3
[
g, .S-F 5: 1691 .i:1904 ::2010 !!2077 20 ZO9.2 :: ZO t
i
~
F-F :: 2464 : - f -2774 - 2929 I 3026 7 3047 20 50 P I P E :&: WE - S-S- 5-2 1208 12 1349 '.I'-1417 ; *.r4 5 6 1451458' '15I4:
S-F 5 1836 !-!E-2106 :::2212 2: 2273 22 2277 22-E2 F-F :
2748' T I.3069- - 53222 22 3312 ??:1317 ? ? 72 '
{ .
_,j. P I P E :t: WI +- I -- S+S- 3-3 910 ?.7067 '.:GI159 -'55230
-- 122I279 ; 2:2 S-F S 1421 *4.
. 1666 .591809 1 E3:9 20 192I997 17:rs F-F :: 2071 2: 2427 I632798 2 - 2635 2792909 29 29 p
N il~, .
4HT. 'T c c 'gr - :
. .. - , - - - ~ .- _ ___ - _ _ _
' . Specirication 232M.AS~40s Revision 2, Accendix 5 l i - .*:: ' i".',.' ;
eage lo or.44 i
SEISttIC RESTRAINT SPACING 2 1/2 IPS l l
, 1 VALUES OF CONSTAt:T5 'K' .
. l 55 105 40(STO) 80(x51 160 ( xx.
SCHEDULE .
.083 .120 .203 .276 .375 5
- WALL THICKNESS. INS I UNIT WGTS, LBS/FT PIPE 2 475 3.531 5 793. 7.662 10.013 13 6 PIPE + INS 5 705 6.761 9 023 10.892 13 243 . 16.9 i
4
! PIPE + WATER 4.976 5.897 7 871 9 501 11 553 14.7 l PIhE + WATER + INS 8 206 9.127 11 101 12.731 1c.7E3 17.9 4
l . -
' t*
. PIPE 5 2102 2075 2016 1967 1902 17 a
1 i 3071
- j 5-F 3282 3240 3148 _,
2970 .
25 i F-F 4781 4720 4587 4473 4327 40 3 .
PIPE + 1 5 1384 1500 1616 1650 1654 15 5-F 2161 2341 2523 2575 2582 25 F-F 3149 3411 3675 3752 3762 36 I
j .
- 1 l
. PIPE + W 5 1482 1606 1730 1766 1771 17l 5-F 2314 2507 2701 2757 2765 27 i l
F-F 3372 3652 3935 4017 4020 35 I 4
PIPE + W + 1 5 1154 1291 1457 1526 1566 1!
5-F 1802 2015 22.74 2382 2644 2 2936 3313 3470 3561 3:
.' F-F 2626 l
6 g
-O' .
.e e.
d
K.
~
~~
~
~ a ~ ~ ~~- " -
~~
- '.r~ '
~
I f - ~ ~~'~~ , ,
Specification 2323-MS-466 ~~
,0.
!i '., Revision 2, Aopendix 5 i .. ,
, , . Page 19 OT 44 '
,_ SFT WT(* RFSTR AINT SDf Cf NG 3 25 i
- y _
VAWES OF CONST ANTS 'Ke -
'l n -
I SCHEDULE 105 40(STD) 80(XS) 160 (XXS)
!F WALL THICKNESS, INS .1j20 .216 438
_ .J,pp .600 1 '
a UNTT WGTS, LBS/FT
- a -
j PIPE 4 332 7.576 10 254 14.325 18 585 PIPE + INS 7.342 10.586 13.264 17.335 21.595 PIPE + WATER 7.954 10.785 13.120 16.672 20 388 _._
- _ PIPE + WATER + INS 10 964 13.795 16.130 19.682 23.398 PIPE S 2545 2477 2419 2328 2228 S-F -
3173 3866 3776 3634 3479 '
- F-F 5789 5633 5501 5294 5069 .
l PIPE + 1 -~S-S 1955 2095 2126
'2116 2067 i
S-F 3052 3271 3320 3303 3228 F-F 4447 4765 4837
_ 4813 4702 PIPE + W - S-S 1878 2076 2138 .2iS8 2128 S-F 2932 '3241 3338 3368 3322 F-F 4272 4721 4863 -
4908 4839 g . - -
PIPE + W + I - S'- S 1600 1835 1928 1986 1986 S-F 2498 2865 3011 3100 3101
. F-F 3639 4175 4346 4517 4517 4
e 4
y enum q
- h
- O
i, . - ,,
- . . . - . .- -- -~-
_ ~-'
i
- Specification 2323-MS-468 e,
". *; .' 3 * . .
Revision 2 , Annendix 5 Page 20 of 42
~i
.! *.. SEISMIC RESTRAINT SPACING 3 1/2 IPS n
1 l VALUES OF CONF.TANTS 'Ki -
7 2 ii SCHEDULE 105 40(STD) 80(XS) (XXS).
m ll WALL THICKNESS, INS .120 .226 .318 .636 -
p i! UNIT WGTS, LBS/FT '
L.
y .
- PIPE 4.973 9.110 12 506 *22.853 '
PIPE + INS 9 853 13.990 17 386 27.733 PIPE + WATER 9.792 13.401 16 364 25'.38'9 PIPE + WATER + INS 14.672 18.281 21 244 30.269 PIPE .S-5 2921 2845 2711 2576 5-F 4561 4442 4342 4022 F-F 6644 6471 6326
~
5860 PIPE + I - S-S 2075 2296 2359 2339 S-F 3240 3584 3682
.3651 F-F 4720 5222 5365 m 5319 PIPE + W 5 2082 2346 2431
- 2444 -
S-F 3250 3662 3796 3816 F-F 4735 "5336 5530 '
5559
., PIPE + W + 1 - S-S 1701 2008* 2134 2238 S-F 2655 3136 3331
~
3495 j
- F-F 3868 4568 4853 5092 4 -
4 e
l .
_ sw. io e r s - t
B,. ,
.__._.--3_w -. .
. .c- _.-2.
- .- - / -
Specification 2323-iIS-468 l .. ; 5*?.. -
Revision 2, Accendix 5 l .. ., ." ,
Page 21 of 42 ,
e S F T EM T f- R FKTB AlfLT_50ArlfiG 4 YP L
_j VALUES OF CONSTcNTS 'K' t
4 j SCHEDULE -
105 40(STDI 80(XS) 120 160 tx j . . =
WALL THICKNESS. INS --
.120 .237 ~
.337 .438 .531 .
1 . . .
i UNIT WGTS, LSS/FT
-t
- -j PIPE 5.614 10.791 14.985 19.004' 22.511 27.
PIPE + INS 10.274 15.451 19.645 23.664 27.171 32.
PIPE + WATER 11 799 16.316 19.975 23.480 26 540 30.
PIPE + WATER + INS 16.459 20.976 24.635 28.140 31.200 35.
, L. _ _ __
P I P E _- S-S 3297 3213 3143 3074 3013 2 5-F _._.
5148 5016 4907 4800 4704 4 F-F 7500 7308 7149 6993 6854 6 PIPE + 1 5 2437 2685 2745 2755 2743 2 S-F 3805 4192 4285 4301 4 4282 -
F-F 5544 6107 6244 6267 6239 6 <
I P I PE + N - S--S 2274 2613 2722 -
2766 2775 27
'. S-F 3551 4079 4250 '4318 4333 47
~
i , F-F 5173 5943 6192 6291 6312 6:
! PIPE + W + I - S-S 1926 2304 2451 2526 2560 2!
1 . .
J S-F 3006 3596 3827 3944 3996 4(
F-F 4380 5242 5575 5747 5822 51
) '
l - . .
3 h r. iict 4'
- h. .
.. /.
Specification 2323-ilS-468 Revision 2, Appendix o i .
SEISMIC RESTRAINT SPACING Page 22 of 42 5 IPS
} -1! -
, , VALUES OF CONSTANTS 'K8
~
SCHEDULE 105- 40(STD) 80(XS) 120 160 (X: l I I
j WALL THICKNESS, INS .134 .258 .3 75 .500 .625 . *j
] UNIT.WGTS, LSS/FT
~
4
-,i 1 I . I l PIPE 7 770 14.619 20.780 27.039 32 965 38.!
PIPE + INS 13.150 19.999 26.160 32.419 38.345 43.'
~
PIPE + WATER 17.327 23.301 28.676 34.136 39.306 44.~
-l l--
P!PE + WATER + INS 22 707 28.681 34 056 39.516 44.686 49.!
- ~
1, PIPE 5 4087 3997 3914 3828 3745 Sc ,
5-F , 6380 6240 6111 5977 5C48 5',
F-F 9295 9091 8903 3706 8519 8:
PIPE + 1 - S-S 3141 3417 3489 3496 3473 34 5-F .4904 5335 5446 5459 5422 5:
~
F-F -
7145 7772 7935 7953 7899 71 PIPE + W - S-S 2737 3166 3332' 3407 3430 34-5-F 4273 4942 5202 5320 5355 5?
F-F 6225' 7201 7579 -
7750 7802 7 ~.
1 :
- l ,,1 PIPE + W + I 5 2391 2853 3057 3167 3217 3:
i
. S-F 3732 4455 4773 4944 5023 SC
. F-F 5437 6490 6954 7203 7317 7:
i
._m e i
9
- =
. l l
.. M H T I l 6 ~ 3_'-
m- -- . _ _ _ _ _ _ _ __ m ._ _ .au. -- _ . . - .
4 ,,,.,,_____, .
~~'
~
Spectrication 2323-MS-46B
! *, .. ..#d . '.. - Revision 2, Appendix 5
} ~,' ] . *
. Fdge 4.1 OT 44 I < 5efSuff Re%TPafNT soacfMG 6 TDS i 7
- i j, VALUES'0F CONSTANTS 'Ke i, . .
j , .
, / SCHEDULE 105 40(STD) 80(XS) 120 160 (Xx WALL THIC'K NESS. INS .134 .200 .432 .J 62 . ].1S
. 3 i
i ~
~
j UNIT WGTS. LBS/FT
~
PIPE 9.290 18.976 28.576 36.395 45 302 53 1 j PIPE +' INS 15 380 25.066 34.666 42.485 51.392 _
59 2 i RIPE + WATER ~23.065 31.514 39.889 46.710 54.480 61 3' d PIPE + WATER + I.MS 29.155 37.604 45 979 52.900 60.570 67.4 i I .
l .
n* -
j PIPE - S-S 4885 4779 4672 4582 4478 43 5-F 7627 7462 7293 7154 _._6991 66' F-F 11112 10871 10626 10422 10185 99'
-t f PIPE + 1 5 3797 4158 4241 4241 4204 41 i
5-F 5928 6492 6622 6621 6564 64' F-F 8637 9458 9647 9646 9562 94 PIPE + W 5 3101 3709 3954 4045 4083 40 S-F 4841 5790 6173 6314 6375 6]
F-F 7053 *8435 8994 9200 9287 92
.4 1
PIPE + W + 1 5-5 2758 3395- 3683 3804 3C72 35 y S-F 4306 5301 5750 5939 6046 6C F-F 6273 7722 8377 6653 8808 8E J'
.- . . . . .. . . . . .-. . 1
{. . . _ . . .. ... ... -
5 eciff EitTdn7ih.fis 468 ,,
7 -
Revision 2, Appendix 5 l.- e. ',. - -
- Pace 24 of 42 l .
. SEISMIC RESTRAINT SPACING 8 IPS VALUES OF CONSTANTS 'K' i .
a "
.I i ' SCHEDULE 105 20 30 40(STD) 60 80(X!
1 -
l WALL THICKNESS, INS .148 .250 .277 .322 .406 5C m '
j UNIT WGT.S. LBS/FT ,
PIPE 13 400 22.364 24.699 28.557 35.643 ~ 43 35
] PIPE + INS 21.250 30.214 32 549 36.407 43.493 51 2e
'l PIPE + WATER 37.047 44.866 46.903 50 269 56.450 63 23 PIPE + NATER + INS 44.S97 52.716 54.753 58 119 64 300 71 0(
]. :
f PIPE - S-5 6380 6305 -6285 6253 6192 61~
S-F 9961 9844 9813 9762 9668 954 F-F , 14512 14341 14296 14222 140S5 139:-
PIPE +.I 5 5066 5424 5475 5538 5606 562
-i 5-F 7910 8469 8566 8646 8752 SBC F-F 11524 12338 12454 12596 12751 12P.2
~
m PIPE + W - S-S 3837 4451 4561 -
4713 4920 507
' ~
S-F 5991 6950 7121 7358 7682 792 F-F 8728 '10125 10374 10719 11192 11 l ._
J, PIPE + W + 1 5-5 3486 4107 4221 4383 4610 47E 1
i S-F 5442 6411 6591 6843 7198 747 l
'i . 1 l .--
F-F . 7928 9341 9602 9969 10487 108E,
b, -
- -- h e- . _ _ _ ,
Specification 2323-MS-468
. '- Revision 2. Acor.ndix 5 Page 25 of 42 '
7 SEISMIC RCSTDAINT SDACING B 105 VALUES OF CONSTANTS eK4 I .
i SCHEDULE lo s de$r 120 MO
% N -D+
W
- 1 60 ML WALL THICKNESS. INS .593 .718 .8_12 .875 .906 i* .
UNIT WGTS. LBS/FT j PIPE 50.875 60.640 67 764 72.433 74.699 PIPE + INS 58.725 68.490 75 614 80 283 82 549 FIPE + WATER 69.738 78.257 34.471 88.544 90 521 t
P ! P E + >! A T E R + INS 77.588 86.107 92.321 96.394 98.371 PIPE 5 6061 5974 5911 5869 5848 S-F 9462 9328 9226 9163 9131 F-F 13785 13589 13445 13349 13303
. j.
I PIPE + I 5 5641 5622 5596 5575 5563 S-F 8807 8777 8736 8703 - 8686 F-F 12831 12787 12728 12680 ' 12654 PIPE + W - S-S 5176 5259 5294 -
5308 5313 S-F 8082 8211 8266 8287 8294 F-F 11774 '11962 12042 ' 12074 12084 PIPE + W + 1 'S-S 4908 5014 5064 5087 5096 S-F 7662 7828 7906 7943 79'57 F-F .
11163 11404 11519 11572 11592 W NM e
9
. 6 HT". s C d F 3 7_.
L. _. _,. __.l . . .
l , __. . . . . .. ._ ,,,j.N _ __ _ .._ , ,. N . __ _
~'
- Specification 2323-MS-468 l * .' * ~ ; i.
Revision 2. Accendix 5 , __ ,
~i - T , . . '
Page 26 of 42
! j'.. . SEISMIC RESTRAINT SPACING IC IPS
! . VALUES OF COMSTANTS 'K8 l-l 30 40(STD) .60(XS}
. SCHEDULE 105 20 WALL THICKNESS, INS .165 .250 .307 .365 .500 5 l
UNIT WGTS, LBS/FT .
PIPE 18.'655 28.038 34.244 40.487 54.742 64 3 '
]
PIPE.+ INS 27.585 36.968 43 174 49.417 63.672 73 2 PIPE + WATER 55.664 63.850 69 213' 74.710 87.145 95 5 PIPE + WATER + INS 64.594 72 7S0 76 193 83 640 96 075 ,
105.4 1
j_, .____ _
I PIPE S 7966 7903 7862 7819 7722 75 l
S-F 12437 12339 12274 12208 12056 115 ,
F-F 18119 17977 17882 17766 17565 17f
}
I PIPE + I 5 6551 6883 7002 7078 7160 72 5-F 10228 10746 10931 11050 11179- 112 F-F 14901 15656 15926 16099 162S7 16-1
--4 PIPE + W - S-S 4612 5237 5528 5756 6120 62 l S-F 7200 8177 8630 8987 9556' 9E.
~1 i
1 F-F 10489 11913 12574' 13093 13921 14' l .
PIPE + W + 1'- S-S 4281 4905 5203 5440 5829 6t i, .
5-F . 6664 7659 8123 8494~ 9101 9:
F-F 9737 11158 11834 12375 13259 13:
's WT*. % c c. 3 '
7
. .-m.s-_.- - - . _ .. -- - h - _ - % =- - = ~
- ._ s. - .-
5pecification dus-cis-4eo j.
' Q , ,. * ' .
Revision 2, appencix 5 '
-- -Pqc 27 ei 42 i 2' a
10 fps i
}
' Ss f SKf 5 R~sTR AIST SpactNG 4 ,
~
- 2 l
VALUES OF CONSTANTS sge j ,
i i / 100 120 140 160 j SCHEDULE 0 .
.718 .843 1.000 1.,.1.2.5 WALL THICKNESS. INS
~.
J UNTT WGTS. LBS/FT I
76.938 89.205 104.143 115.658 -
j PIPE .
85.868 98.135 113 073 124.583 PIPE + INS -
PIPE + WATER l'06.508 117.209 130.240 140.285 f_
. i 139.170 149.215 4
J, PIPE + t!ATER + INS 115 438 125.139 t _. .
PIPE - S-S 7568 7482 7375 7292 5-F 11816 11681 11515 11335 F-F 17215 17018 16776 16586 PIPE +'I - S-S 7164 7133 7078 7026
- ~
I S-F 11185 11137 11051 10969 1 F-F 16295 16225 '16100 159B1' PIPE + W - S-S 6433 6527 .6595 - 6621 1- '
5-F 10043 10191 '10297 10337 _ - _ .
-t F-F 14631 '14847 l'5001 15060 .
i.
PIPE + W + I - S-S 6179 6292 6380 6420 S-F----- ~9646 ~~ 9823 9961 10023 -
1 F-F . 14054 14311 14512 14603 l.f _. ,
1 .
m ,- ,, - . - = ,
- _- . __ - . - - - , , - , -- - - - - . - - . . . _ . . _ _ - . - - . - _ , - _ _ _ , - - , , , . . . - - - - , , . , . , , . , - , . , , , , ,--,,n-,..mv,,.,~ - , - - - - - , . -
^K - - ~ - - . . -- ..- . - _ -.... _ _ _ . _ -- _
' ' *' specirication 2323-MS-463
'.' Revision 2 Appendix 5
~~'~
Page to or 44 j4- .
12 IPS
< i '.* .. SEISMIC RESTP.AINT SPACING VALUES OF CCNSTANTS 'K' 2
105 20 (STD) 4 0. (XS)
- SCHEDULE
.i
.250 .375 .406 -
.500 .5 i WALL THICXNESS, INS .180 4 _
UNIT WGTS, LSS/FT 24.166 33.379 49.567- 53.532 65 423 73 3 j . PIPE
~
62 267 66.232 ~ 78.123 85.E f PIPE +' INS 36.866 46.079 l PIPE + WATER -76 493 84.529 96.651 102 110 112.483 119.-
4 t
i PIPE + WATER + INS 89.193 97.229 111 351 114.810 125 183 131.f
}
i
- 9460 9408 9317 9294 9226 9.
PIPE - S-S 14769 14668 14545 14510 14404 14.
S-F 4 F-F 21518 21399 21191 21139 20985 20:
j 1-. ---.P I P E + I 5 7659 8007 8312 8355 8443 8,
- 5-F 11958 12501 12977 13045 13181- 13
~
F-F 17421 18213 18907 19005 19203 19 PIPE + W - S-5 5317 5912 6604 6729 7036 7' S-F 8302 9230 10310 10506 10985 11 ,
I F-F 12095 ~13447 15021 15306 1600A 16
+ . \
PIPE + W + I - S-S 4924 5512 6216 6346 6670 6I
~ *
~
5-F 7688 8606 9704 9908 10413 1C 1 _
F-F 11200 12538 14138 14435 15170 ,
if gem..m.
S M T* lb c G ,M
l .-
_.. - - _ ~ - - - . . . . . . - ~ - . . . - = .--
- - ~ ~ ~ ' ~
~
Specification 2323-MS-46B U, .? ,af, ' Rovicinn o - %nonafe g
, Page 29 of 42 i . %=7wie Re<7pafMT
c F 3 "E - I I ' 1 . - ~ ~ - - - = - - ~ - ~ , ,' ~ ~ - Specification 2323-MS-46B
- - C'~'
S'.' '. *
- Revision 2. aenendix 1
! -/- . - .
Page 34 of 42
. . .: SEISMIC RESTRAINT SPACING 18 IPS VALUES OF CONSTANTS eKs 1
SCHEDULE 10 . 20 (STD) 30 (X5)
WALL THICKNESS, INS .250 .312 .375 .438 .500 .
UNIT WGTS, LBS/FT 1
1 PIPE 47.398 58.947 70.598 82.163 93 462 104.
PIPE + INS 63 698 75.247 86.898 98.463 109.762 120.
PIPE + WATER 151 786 161.861 172 025 182.115 191 971 201.
PIPE + M/.7ER + INS 168.086 178.161 ISS.325 _
198.415 20S.271 218.
m l -- . . . - - . . . .
4 I
j PIPE - S-S 13358 13313 13266 13220 13174 13 q.
S-F 20855 -
20784 20711 20639 20568 20
- l F-F 30384 30280 30174 30069 29965 29 PIFE + I - S S 11523 11783 11957 12076 12157 12 i , .
- n,
- .1 ..
5-F -
17990 18396 1E668 18553 18979 19 o
F-F 26210 26801 27117 27465 27651 27 PIPE + W - S~S 7465 8034 8498 -
8879 9192 9 5-F 11654 12543 13266 13963 14351 14 _
~
F-F ,_ ,
16979 '18274 19330 20197 20908 21
- PIPE + W.* I - S-5 7094 7658 8122 8507 8825 5 5-F 11075 11955 12681 13281 13778 14 F-F .
16135 ,
174.18 18475 19349 _
20073 2C
.n 9
8
, .- .. SH T. z,4 e c E '-._ 2
=%
S$ecification R vision 2, Appendix 5 2if3 Ti5-4 rage aa or u -
n .:-.'.l, ,
18 TDS
- SFT StiLC_PJ,,,51R A f P!T SD AC_f P!G VALUES OF CONSTANTS 'K' 120 140 16 60 80 100
/ SCHEDULE 1 196 _1 375 1_.,562 __}.78
.750 .937 k'ALL THICKN-SS, INS UNIT WGTS. LSS/FT 207.985 244.171 274.258 308 54 prpE 138.190 170.776 224.285 260.471 290.558 324 64 154.490 187.076 i lNS 323 642 349 68'9 379 59 230 989 259 416 291 875 SIPE + WATER __
306.175 339.742 365 989 395 89 247.289 275.716 _
} PIPE + WATER ' 1NS 3
12553 12425 1227 12993 12S59 12705 PIPE - S-S 19836 1959C 19399 19_1p
.i 20285 20076 j S-F 28252 2792 29249 28398 2E553 N F-F 29553 j_ , . ~
lI 12154 12072 119' 12288 12286 12235 fj PIPE + 1 - S-5 18975 18647 186E, t 19185 19182 19101 5-F ...
].
27828 27645 . 27458 272I 1
8 - F-F 27951 27946 l.
- 10907 11004 1107 20050 10434 10725 ___
PIPE + W 5 l] 162S9 16744 17028 17180 1725 5-F 15690 .
Il 24394 24808 25029 251-I
~
F-F 22858 '23732 ~
J -
10642 10756 108 9713 10120 10437 PIPE + W + 1 5 1
I
~
16615 16793 169, 5-F 15164 15800 16295 ll
'246 23740 24206, 24465 F-F-~
~-
22092' ~ '23019
- l a - .
4 1
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~
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Revisi_on 2. Accendix 5 _ . .
. .... Page 36'bf 42
- J 2 i
20 IPS SEI SMIC RESTR AINT SPACING
.: .v ,
VALUES OF CONST ANTS 'K8 30(XS) 40 60 8 10 20(STD)
SCHEDULE
.500 .593 .812 1 03 WALL THICKNESS, INS
.250 .375
,1 -
h
- UNIT WGTS, LBS/FT e -
'78.609 '104.143 122 926 166.42'4 20s.89 PIPE 52 739
}:
- 121 843 140.626 184.124 226 59 70.439 96.309 j PIPE + INS e- 227.194 243 579 281.525 318 57 PIPE + WATER 182 351 204.919 222 619 244.894 261.279 299.225 336 27 PIPE + WATER + INS 200.051
.l -
=
f- _ . . . .
14679 14611 14452 1429 14863 14770 _
j PIPE 5
. J. ,
22917 22811 22563 '2231 23060 j S-F 23205 33387 '33233 32872 3251 i
i F-F 33807 33596 ,
l'3571 13660 13740 1372 12861 13344
' PIPE + I 5
'l 21187 21327 21451 2142 S-F 20079 20834 l . .
l 30353 30867 31071 31252 3122 I .
F-F 29253 _
9148 9938 10379 11111 1157l PIPE + W - S-S 7993 ,
142S3 15516 16205 l',348 1607 S-F 12479 2633 18181 20808 22605 23608 25274 F-F 112f 7631 8777 9572 10022 10778 8 PIPE + W + I - S-S 7 13703 14944 15646 16827 175'I S-F 11914 a 256:
17358 19964 21772 22795 24515
- . . _,-F F
ed epin.mgh>
an e..m e G M-b mum O _
i
-- - ....'*v2' m;-}Mp,4%,, .g _a ,,.e+ ..e
,,m,_, _
Ravision 2. Cooandix 6
~
. . ~
.8 Page 37 of 42
'T. : , -
S e t %u t e- o c 5TR t.1 MT so n t ? M r,
>0 Ios 3 ' -
.1 li VALUES OF CONSTAf1TS eK' a_
ij.- ,
100 120 140 160
/ SCHEDULE 1.281 1 500 1.75_0 1.968 WALL THICKNESS, INS -
j UNIT WGTS. LBS/FT -
256 131 296.408 341 137 379.050
. .i PJ PE '
273.S31 314.108 355 837 396.750
>l PIPE +' INS 467.010 . -
394 917 359.7C1 433 936 1
PIPE + WATER 377.481 412 617 451.636 464.710 PIPE + WATER + INS h
14119 13967 13796 13650
.i PIPE 5 5-F 22043 21806 21539 21310 F-F 32115 31769' 31380 31047 l
-t -
13655 13568 13451 13342 -
I PIPE + 1 5 5-F 21319 21182 210-)1 20830
- 1. .
F-F 31059 30861 30596 30347 -
~ '8, - ,
4 PIPE + W - S-S- - 11913 12100 12232 12297 q
5-F 18599 18891 19098 19199 _.
J F-F 27097 '27523 27823 27971 l
I -
PIPE + W + I - S-S 11630 11838 11990 12071 1 5-F 18158 18482 18720 18845 i
F-F 26454 26926 27272 27455 1
i i
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Specification 2323-MS-46B -
- Revision _2, Accendix 5
! * ?.L ~ . . * >
Page 38 of 42
' . 24 IPS SEISMIC RESTRAINT SPACING VALUES OF CONSTANTS 'K'
~
30 40 6 10 ?O(STD) (XS1 SCHEDULE .687 96
.375 .500 .562
.250 WALL THICKNESS. INS __
1 UNIT WGTS, LSS/FT .
j .
94.631 125 506 140.698 171 075 2'38 14 63 420 l PIPE 161.698 192 075' 259 14 84.420 115.631 146 506 I PIPE + INS -
404.07 s 305.821 319.074 345.574 251.661 278.888
' PIPE + WATER 425 07 326.821 340.074 366 574 27.2.661 299.888 PIPE + WATER + INS
.i - _ _ _
-=
17551 1734 17642 17873 17780 176CC PIPE 5 _
27615 27544 27401 270}1 27904 27759 S-F '
4012S 39920 3945 40653 40442 40232 F-F .
,1 - . .
16457 16563 1662 I
15491 16085 16371 PIPE + 1 - S-S 2595 25559 25693 25859 S-F 24185 25112 37432 37674 3782 i 35236 36586 37237 i
~
F-F 2
- l. -
11715 12349 1331' 8972 10357 11331 =
PIPE + W - S-S 17690 18290 19279 207j 5-F 14008 16170
- i 26647 28037 302' t -1 i 20408 23558 25773 -
F-F .
11348 11990 129 ;
8620 9988. 10961 ,
i PIPE + W + I - S-S 15593 17113 17717 18719 202) 5-F 13458 l, 27271 295 22718 24931 25811 F-F 19606 I 1,
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.ification 2323-MS-46B
. _ . . . . . _ c Revision 2, Appendix 5 ~
vage a or 44
[ ' - ,'
VA.kUES_ 9f _C_Qti.ST AN T S 'K' "
80 100 120 140 160 SCHEbULE i'.531 1 8_1_2 2 062 2 343
- i WALL THICKNES_S, INS 1.218 r
N UNIT WGTS, LES/FT 367.442 429.443 483.186 542 000 PIPE 296.392 .
317.392 3S8.442 4'50.443 504.186 563 000 PIPE + INS 454.894 516.875 570.952 61'7.845 669.151 PI'PE'+ WATER ,_
475.894 537.875 591 962 638.845 690.151 PIPE + WATER + INS
- 1 _ _ _ . . . __
I _ _ _ _ _
t! 17158 16947 16752 16581 16392 i
PIPE 5
'i 26458 2615L 25887 25592
- !t S-F ,
,26803 ,,
i 39050 - 38547 __38104 37715 37285
<j F-F
- s. .
.t 16590 16483' 3;6357 16232 16003 PIPE + I 5 i1 25901 25733 25537 25342* 25110
{
S-F F-F 37736 37491 37205 36921 36583
, j _
i -
J 13858 14289 14528 14663 14753 PIPE + W - S-5 -
5-F 21636 . 22308 22682 22893 23032
'l F-F 3152I 32501 33046 33352 33556 l
l
- 1 .
,g PIPE + W + I - S-S 13549 14007 14268 14420 14526 1
5-F 21153 21868 22276 22513 22679 4
' I , F-F 30817 31860 32454 32800 33041
! t ,
j .* .
SHT.'2.9 oF GA_ 23
_ - , - , , . , . . - - - - - - - , - . - , - - , - , . - . , - , , . ,.-- ._ rn,,,._..nm,_.--- ..n, - . - . , , , , - - . . , -- .
.. Specification 2323-MS-A68 ;
Revisidri 2; Accendix-5:
1 ;. :3*
- y. ,,. . -
- Page 40 nh 42. v .
.' . 30 IPS~ ':
SE1 SSEC 2RESTRr!TG SP' ACING: ~ 0
'r V ALUES _'CE.ICONST'cTF .5 K'l .
20 2' 30 3 10 '.~
S CHEQU!IIE . . I 5::.562 552.625 .525 75 WALL :7HICXtCSS,I3 NS : .5 .312 21: .375 .I 5.500 .
UNIP WGTS.:ISS/F75' -
PIPE::I 98. 932. 'IIS . N_ . -157.550 .'17 6.715 5.19 6 10 5 s .224 32 s
PIPE :f IIttS : I 124.E19.. ?IG4. 665- . -183 5502 202.715 2 222 1052.263 3 j
PI P E :# B1kTERC E 393 035.: 12150. 2-9I . 4M. 2 . 4 6 0. 9 33 0.672. 8 4 &T .511 15 j .
PIPE: 4 BikTERW T NS :'.419.035. X36.2-93i . A7D.217.; .4 86.9 33 i. 503 848 3 537 18 i l' 1- 2234I12-:2229422::222022' ;2215622'.52211022'_:2201 PIPE :ES-SI '
I
)
S-F5 34880-li:348072-I'346632-i:3459153-5934518325:3437 1l
- t F-F
- : 50812:I:'507105:-'_505005:i:503955039502905'2'.5008 1988I. ? II:20192?'; F 205692 5 520686 20e E20775 2 5 20 8 3 P I P E :+ El -S 5 ~ ,
- 5-F 5 7 31040'.;;'315243'.52321143:'.13229632293243532-23261 I .
. F-F : 45221-5 22:45926-5 Fi 46786ai !47053 t 7: 547255a 254751 i- 1 .
I J .- '
61490 I
P I PE :+ 1W - S-S 1- 1 1120E 2 711990' : 9 :132 22:2 2:1371917711416t. '.L 4 _
17499 a ?918717. ? 206432 i-21418 211122113 22;;23 27
. 5-F 5 2 i
254955 : .27271 T: 300752 ^
31204 312032217 222:3390 F-F :
t I e d.
1085 5 : I I '1162'F_'. 5 : 32 8 5112 5 513347123 t-I37 9412 T
, P I P E :# N -+ -I 4 S--S ~ -5
~
S-F 5 2 16948 : ~ - :-1815Z. !'_5 2 0064::: 520838 225?21'5352:5322 ,
2469I-s: 26646:t ,29231:T:230359 303 531374 3:3 7330' I
F-F: :
^1 .-
J__ n 6 R 7". $'e ~cM_S__~L : OP -
s.es
-w, , - , - . - , , _ _ _ _ _ , _ . _ . - -,_yy_ ,,_,m._,.-.,___,m - - - - . _ , _ , _ , , , , , , _ , _ - . - .
-_y,,,.,y , _m_ _- -.,,._.c ,,r--em,. ,.--,g --,,.y--973,.,7yg,-
- - ^- ~ -- --- ~ a
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Page 41 of 42
,I s ** * *f. * * .
~4 0 70%
-~~.[ ~ - ' 9*.* T r P r 4TO QJ T MP At"T Nf:
S F_" T _
Ar VALUES O.C CONSTAJ1TS *K' _
e
- SCHEDULE 1.250 1 500 1 75
.875 1 000 1 125 WALL THIC_KNESS, INS _-
s UNIT WGTS, LBS/FT
~
366.979 383.862 456 629 528 06
- 272 210 309.760 372 979 409.8_62 482 629 554 06 298.210 335.760
) PIPE + INS 576.995 609.463 641.638 765 11'7 767.4_3, i'IPE + WATER 544.239
}
602.995 635 463 667.638 733 117 793 43 PIPE + WATER +. INS 570.239 l - . - - . - _
21745 21655 21476 212o 21926 21835 FIPE 5 33949 33808 33529 3325 S-F 34232 34090 49255 48848 4 8 4 t-49873 49666 49460 _
F-F 20973 20957 20889 2079:
20949 20973 g __
. PIPE + I - S-5 32744 32718 32613 3246 S-F 32706 32744 1
"47649 47704 47705 47667 47514 472_9:
F-F 16407 16749 17282 1766 PIPE + W - S-5 15507 '15999 25615 26150 26982 275S S-F 24210 24978 37319 38097 39310 4010 F-F 35271 36390
) .
1 .
16068 16420 16972 173~
j PIPE + W + 1 - S-S 15149 15650
~1 25086 25635 26498 271:
S-F 23652 24434
}
1 36548 37348 38605 395 F-F 34458 35597 W-m
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+ - Specification 2323-M3-46B.
. ,. p vietnn o _ !!naandix c; ,
,~ .m. p', .-
_ a..
- Page 42 of 42 -
'
- C '
- SEISMIC RESTRA!NT SPACit;G 30 IPS s
- +/ *
-o.
VALUES OF CONSTANTS 'X' __
1
~
~
,! SCHEDULE
, WALL THICKNESS, INS 2 000 2 250 2 500
!~ UNIT WGTS, LBS/FT PIPE 598.158 666.919 734.346 1
t
, P!PE +. INS 624.158 692.919 7604196
- - ~
828.580 888.564 947 384
- PIPE + h*ATER- , _
I PIPE + WATER
- ING ED4.5SG 5144664 Wl3 364 .
.,t .
7 PIPE 5 21124 20950 20779 __
- .'v r~
S-F E2979 e,__ 32709 32441 .;- ,._- -
,i ,
m,.u.y 7%
,w- z---me - .
f-F 46047 47653 .m+,,..~++-~
47263 =ig. ~u ~m, wnn,,-,-g n 7; .
.4_
1 , gm.ye e-e=- - w _
20679 20554 20421 PIPE _a 1 .
'S-F 32285 32089 31882 ,
F-F 47036 46750 46443
. ~
~
PIPE'+ W 5 17948 18150 18294 _
! S-F 2S021 28337 25562
.- ' ~
F-F 40S23 41284 41611
!~~,
. -t. '
PIPE + W + 1 S-5 17673 17890 18048 i 1 .
's 28177 27931 27591 I
5-F __ .
. 1 ..
F-F 40197 40693 41052 . . _ _ _ .
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Specification 2323-MS-468 Revision 2 i Appendix 6 l
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l SECTI0tl 3 APPEtlDIX 6 _. .
CLASS S ALTERf! ATE HANGER DESIGN O
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Specification 2323-MS-468 i Revisicn 2 Appendix 6
- ! Page 1 of 44 i ..
" CLASS 5 ALT. HANG. DESIGN"
.t l
.I f I. Introduction This document provides the infomation necessary for the Contractor to select and install Declassified Supports.
It is the intent of this document not to change any procedures and/or instructions for non-Q pipe and supports. Therefore all requirements -
pertaining to welding, erection tolerances, QA/QC, materials and painting will be per existing procedures and/or instructions for non-Q pipe and supports.
II. Instructions for Use These instructions are foh pipe support personnel. See Section III for instructions for installed supports. See Section IV for multiple supports.
- 1. -Review the BRH sketch for its location and support configuration, ie.,
floor, wall or ceiling support.
1.1-Review the loads imposed on the support to determine if it carries any in the "Y" direction. "
A. -If the support does carry loads in the "Y ' direction, "Y" proceed direction, to step contact the 2.
1 B. -If the support does not carry loads in the Field Support Design Group for possible deletion of this support.
(Usually these supports are sway struts carrying horizontal loads only).
I
- 2. Review the physical space available for the support.
' - configuration is chosen, be sure this design will not interfere with other installed or future systems.
- 4. .If it appears no AHD Typical can be used, contact the Field Support Design Group (FSDG) for resolution. .
- 5. Choose an AHD Typical and initiate fabrication of the support per this AHD Typical.
- 6. Install support.
- 8. After the support is installed and all work completed, fill out FORM- -
AHD (see.Section VI, Attachment 1).
- 9. Route FORM-AHD to DCC via file custodian.
W 4
1
. _ & & pg a.,.,.,.,,,
yRsvis
- ion 2 Apptndix 6
- Page 2 of 44 III. INSTRUCTIONS FOR INSTALLED SUpp0RTS_
' Tne list of BRH sketches contained in DCA-5021 includes supports have already been installed.
type problem with an installed support which is on the list in OCA-5021 l> he should do the folicwing:
' 1. Contact the Field Support Design Group (FSOG) for resolution. -
I
- 2. The FSDG will review the problem and determine if changing the f-1 .
support is warranted.
- 3. If 'the FSCG decides substituting the seismic support with an AHO Typical supcort will resolve the problem, they will initiate t l group.
i IV.
- INSTRUCTIONS FOR MULTIPLE Supp0RTS A multiple support is defined as one which suoports two or more lines. - -
Multiple supports can be divided into two types:
The first type handles at least one safety class line and one Class 5 l line. These suoports are NF. Rather than modify the NF sucport to segregate the Class S line, the pipe support foreman should install the support per the BRH sketch design.
The second type of mutiple support handles two or more Class 5 lines.
In this case, the pipe support foreman should take the folicwing steps:
- 1. Determine if all BRH sketches for the support structure are af- .
fected by DCA-5021.
- 2. If one is not, this probably is a mistake. Contact the FSOG for resolution.
- 3. Next determine if any part of the multiple supoort is in. stalled for cne or more of the Ifnes.
- 4. If none of the support is installed, the next step would be to pro-caed with_ installing an AHD Typical. See Section II.
- 5. If all or part.of the multiple support structure is installed, the pipe support foreman has the option of finishing the sucport per the BRH sketch design or installing an AHO Typical design.
s
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Sp:cification 2323-MS-468 R: vision 2 Appendix 6
. Page 3 of 44
" CLASS 5 ALT. HAtlG. DESIGN "
1 9; -
j .
4 il l
il; '
SECTICN V .
GENERAL NOTES FOR TYPICAL HANGERS J '
' AND -
AHO TYPICALS l
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Specification 2323-TIS-468 Revision 2, Appendix 6 Page 4 of 44 GENERA!. NOTES FOR TY?ICAL EANGERS For 2-1/2", 3", 4" 6", 8", 10", and 12" ?iping
- 1. General A.
These notes set the requirenants and proced.>.res for cabstituting deadweight hangers for Grinnell designed4", seisnic 6", 8", 10", andon2-1/2", 3",
restraints declassified Class 5 piping with f 12" Nom. Dia.
}
5
- 2. References A. ANSI 331.1 I 3.
Gibbs & Hill Specifications and 2323-MS 463
- 3. Banger Identification A.
The deadweight hangers are shown as typicals and are identified by. the prefix AED . i.e. AED-101, AED-102, etc.
B. Typicals are nu=hered consesecutively,
- 4. Procedure for Substitution
- l 1
A.
Use locations shown on Grinnell hanger drawings for all vertical /
l horizontal restraints.
B.
Substitute an appropriate AHD hanger at each vertical /horiconcal restraint location specified by Grin = ell.
C. Use all spring hangers designed by Grinnell at the locations shavn on the Gri=nell hanger sketch.
- 5. Hanger & Restraint Asse=bly Compenents 1
A. All steel shovu on the typicals will be supplied in randon'langth's and shall be cut to suit individual hanger installation shall be require dece =ined=ents. by Lengths required for each hanger or rescrsist the field based on the typical sketch and the physical conditions which exist at the hanger location.
- 3. Unless otherwise specified, all steel shown on a typical hanger drawing vill be the sa=e size.
C. The steel size specified on the hanger typical is the mininun size 1 which nay be used.
D. For holas drilled in steel (Angle and Structural Tubing), SEZ ATIAC5Eir 91.
Pipe stanchions vill be cut and shaped for velding to piperod bylengths field.
~
E. Individual F. Eanger red will be supplied in randon lengths. N.
vill be cut to suit and threaded by field.
[ 7"" UTILITIES SERVICE INC.
4 e ' i l l l Aczarrros DALIJLS POWER A LIGHT C0MPANT 3 TE2 A> ELECTRIC SERVICE t.vM PANY 1 4 i 2 i 6
. .: . 4-r, i TEX A 5 POW ER & L.!CHT C. M P A NY l 17-/f7/) V_ t COM' NCHE PE.A K S.t S.
O W wi W6 i CESCRIPTION REVI OATE I OES i CHMl CRN I CHKl - PIP:NG R EF. l .
- 3. _
SYSTEM 4
. $' D#GS. 2. _ "rk"p* E" sneer tor _
Gibbs S Hill. Inc.
REV-HANGER *"
ENGedE95. E5iGNERS.tCN5784C7cas N O. c" t" -
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'N_ -m .....n Specification 2323-MS-46B Revision 2. Appendix 6
- Page 5 of 44 i
1
- 6. Wei ms and Welding Detail Requirenants 1
'! All velds =ade to pipe are to be 1/8" fillet.
A.
Extrese care should be used when veld 1=g attach =ents to pipe.
E. All ochar velds are to be 3/16" fillet, unless othetvise specified.
C. All velded attach =ents to the pipe c:ust be of cc=patible nacerial to the pipe.
D. All non-safety class veld inspection procedures are;to be in accordance with AWS Dl.0-69.
E. For veld identification all typical hangers are further identified by .
encircled c=usacutive su=bers.
- 7. Miscella=eous s
A. For painting apply carbo-zinc fil to all =aterial except threads which shall be treated with a rust preventative.
- 3. Piping =ust never be supported from another pipe.
C. For alternata ceiling attachment using structural tubing, SEE AT"'ACECC !?.
i; D. An Angle, velded inside another angla, is shown picco:1211 7 in J l ATTA N ~r #3. ,
E. For place lugs on an elbov, SEE ATTACHMENT #4.
]1 i
Bolt lengths indicated for Eilti-Kvik Concrete Anchors are the l'
- F .'
/ '# no-" a 1 bolt lengths unless otherwise specified.
g For lugs used with hanger standardf 40 SEE ATTACECC #5. ,
. \
f I"" UT11.1 TIES SERVICE INC
- 4 l Acrxt ro 3 g DAWS POWER.h UCHT CoMPA.VY y
I -I TD A2 EI.ECTRIC SERVICE COMPA.YY 2- _ .
TU AS POWER & UGHT COMPAVY j Pf G i '
4'A J eb. 7- / - e. f.7 I (7-?J 77 CC.V ANCHE PEAK S.E.S. .
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REVI CATE I DES lCHKlORN CHKl CESCRIPTICN PIPING R EF. I . 3. -
SYSTEM 5' D#GS.2 4 Gibbs S Hill. Inc. %"l'" suEEr 2 CPL RF ENGNiMS. CESICMRS cCNSTRUCTC 5 HANGER G I,"E 1 DA ' ' ^^
N O.
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Specification 2323-MS-463 Revision 2, Appendix 6
- Page 6 of 44 I
ATTACHMENT " ,1 -
'C-C~ DISTANCE BETWEEN MLT/ES .
=
i l VAR /ES STRUC7* URAL y l 708/HQ _9_ __3_
./J.________________.____________J__
'1 l (,jf +ec4TD.M)
\ en(Roo CIA. the BC/T~
c4 Rap C/5.crrx Q-) .
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V ANGLE- -S- 1 s
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3TANDAE.'7 GAGE D/ MEN 5/0M NOTE <I)WHEN ATTACH /NG ABOVE S7 EEL TO 20//. DING 'c- c ~
MUST BE GREATi9 7WAN /2 B01.7 D/[MAA. v 24%,.4 W FOR '80/.75 /* ARE LARGER.HGLE Sir!Is f"4 3x7 D/A. .
4 0 I I TEIA3 UT1UTIES SERVICE DiC.
i Acut ma 3 i '
I i DALLAF POWER a UGiTT COMPANY I TE3 A.- ELECTRIC SERVICE GeMPANY 1 2 ' I 8
i
-e -7 imi i A v- d TEus eowr.2 a ucuT coar.or j
i fd I fu' fI cour.sCaz,er.tr s.E.L l
0 6-M i l
CESCRIPTION j REV1 OATE i DES i CHKl CRN 1 CHKl
- PIPING
! R EF. I . 3. SYSTEM 4
- $' CWGS.2 Gibbs S Hill. Inc. %"lER SHE T.._Of-.
l a4 gen @ MD u > l d'J-oo.uas. :ugs,ccwauc:cas
w y-
~ Revision 2, App:ndix 6
- Page 7 of 44 AT~ACHM&VT Y2 r
( '
5 NOTE 5-D l'TYPJ _
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CCNCREIE ANOl0R --
STRUCTURA!. TUE /i3 i SEE G" ART BR M IN. E M.s ED M Elli ,. MIN. 3'13' x .h
HANGER R%
FIG G G NELDED BE91 ATTACHMENi
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J' / .-s N i .! -
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4 L i i i i TEJ.AS UTILITIES EEZYICE. INC.
I
" "" i 3 ~1 1 DA1MS POWER & LIGHT COMPANY i I TEX A.- ELEC"RIC SERVICE COMPANY 2 6 I I l i TEX AS POWEH & LIGHT COMPANY I I -
COM.sNCHE FEAX S.E.S.
O t 6.& ~A 0#j scc- F A A REvl CATE i OES !CHKlCRNiCHKi CESCRIPTION j
PIP!NG )
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REV6 OATE ' ! OES6CHKiORN CHK CESCRIPTION
- PIPING R EF. l . 3. SYSTEM
$' CWGS. 2 4 Gibbs 8 Hill. Inc. $"k'" sntti l or L H Ev.
oo.ms. 0:sggs,,ccusrauCicas HgoEn g,9 gj
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R; vision 2, Appendix 6 CLASS S ALT. , HANG. DESIGil Pag 2 43 of 44 s
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- g, 5ECTION VI ATTACHMENTS s
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MATERIAL RECEIVED RECORD 00MANCHE PEAK S. E. S.
'h ')M[ hh Job No. 351195
.st R NO.
PAGE 1 OF Id 2 W TUSl OTHER 8&R G&H F&N P. O. NO. CP0046B SHIPPED TO. O O O O B O REO.NO.
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l VENDOR _
I 4-22-81 l
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_Mk]QQ]QQ 1 ITT GRIN!! ELL CORP.
l WARREN, OHIO F.O.B.
ONP33 r:0103 i!
[j WARREN j SAME _
Partial hX 122 Complete O -
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c [ t SHIPPING ORDER NO.E-TM123 l
] l l s i I' W/8 PALLET tis-35 l ca. , , 143 FIG 80V "A" or Equivalent s/ Travel Stops, 1
- Load = 4322f, Total Travel = 41/2", Actual ;
] ; Travel = 31/16", UP, J = 1 1/8" I
!%RK #D0-1-090-002-5655 l SHIPPING ORDER NO.E-TM115 ,
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- 45 Fig 80V Type G w/ Travel Stops. Total load = '
1 15,091#. Load per Spring = 7546# c-c=4'-10" ,
i i
Total' Travel = 3", Actual Travel = 111/1F ;
j i Down, J = 1 1/2" liARK # MS-1-022-010-T445 l
. ea. , #41 Fig. 80V, Type G w/ Travel Stops Total load '
1 .
l l =11,112#, Load per Spring = 5556#, c-c=4'-10",
Total Travel = 3" Actual Travel = 15/8" i Down J = 1 1/4" '
- MARK # MS-1-022-011-T445 ',
SHIPPIllG ORDER fl0.E-TM119 i
' ea. ' j #22 81G 80V "B" or Equivenient, w/ Travel stops.
1 l load =1405f, Total Travel = 31/2", Actual Travel i j! l =2 7/16", Down, J-5/8" a : ! MARK f MS-1-306-001-T445
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. 80V "C",
or Equivalent w/ Travel Stops l d es. f18 F 1 '
Loa 256fTotal Tr vel =3", Actual Travel =1 15/16" l
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Dow mJ=5/8" _ .c .. ... .. ...
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- /4-23-8' EKG7EEMG USS PM .=~.i<.
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" f 0 8 JU17-8 FGTh-85-5g MATERIAL, a-330
CNTINUATION SHEET MATERIAL RECElVED RECORD CP9242 2
MR NO.
PA2E I2 OF LOC ATION ITEa4 M ATERI AL CESJRIPflCN f.U ANTITY UNaf
."APX # itS-1-306-002-T44S ea.
- 16 FIG. 80V "B" or Equivanant, w/ Travel Stops 1
Load =810# Total Travel = 3" Actual Travel = 1-7/G" Down J =5/8" MARK # MS-1-405-001-T54S ISSUED ART SMITHEY 1 lot CERTS RECEIVED WITH SiiIPffEilT NOTE: THE SHIPMENT IS IN GOOD C0!1DITION #40 THERE IS HO EVIBENCE OF LOAD SHIFTING, HUMPIflG, OR DElER VISIBLE DAt' AGE.
MATERIAL.
. TRAFFIC, :2EPARTM3MT P%3ICHT
/ j Checking List (Outbour d) l .
. {J D Q ryr-,
l M CJ Register No. '_ .
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7 O Contract No. . - ys Car No.
C n't:2ct Name n#',.,
N u
I = cation Weight
'I N N"* Sa Sulk Container U on Skid', Var. Serinxs Crates, C. S. Hgrs Lg Dulk Container on Skid, Var. Sorines _
Ctas, C 5 Hgrs I Skids, V 5 Hangers
- Ctns, Assemb Hgrs
~
Bags, Hangers Edis, Angle. I con __
Loose Hangers
_ PCs, Angle Iron Skids, Hangers Bdis, Channel Sexes, All-Thread
-- PCs, Channel Ta be s , . All-Th re ad Bdis, I-Eesa _
Loose Pipe Stands Pcs, I-Beam __
4 Boxes, Shock Suppr.
l
_ Bdis, Pipe -
- Bdis, Plate
' Pcs, Pipe _
Pes, Piste I 3 dis, U-Goits .
Bdi, Tubing Pes, U-Bolts _
PCs, Tubing i Bdis, Rods-Rd Iron I
CTv < 141 e _ ;
_ Rod, Randoa 1 -
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l Pes, Red-Rd Iron I __ Skids, Clamps
' Locse C1seps __
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CP-0046 g j 00310 1-7-81.
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Texas Utilitics Gen. Co. j , , , , ,
P.O. Box 1C02 ..
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/11 TO Glen Rose, Texas 76043 l'
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c/o Brown & Rcot, Inc. -=
! TO Cc.-anche Peak S t:1. Elec. S ta. ,
I Glen Rose, Texas 76043 -
) [_ j Unit Pricc l
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] D7 "M" STA!!? - SE.C IICTE ( ) ,
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IMTERIAL CLASS BILLING F1 l ]..ITC.I.2AR CI. ASS I.... ........... . ... . . . . . . .U.II.IT. . .P. R.. I.C. E . .. . . - . . . . . ..
] 'UUCLEAR CMSS II CR .u.A . LUM? SUM III ACCCRDANCI WITH
] NUCLEAR CLASS M.C. Im c.:t D!c. o a .
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C\. 331.1 - . SEI??II?G I:!ST - SEE NOIE , (6 -9
}, .! CfrER - SEE tic"E ( ) i MARKING I:IST - SEE I?oIE (6 i I ES Mo, ?!.3RICATICn RIOU-: m ! sgIppI;3 pApIn dig 7 SE3 30 E ( l
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- 1 N STAIIDARD PAC CUG ir...UOt.o.r( )l
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t E-TM115 Ssct .,.on I. . . .* -
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- - PIPE HANGE!t DIVit!ON 0 08h 1-7-81 l--
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501.0 Texas Utilitics Gen. Co. . .
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P.O. Bcx 1002 . . .
Glen Rose, -Texas 76043 -
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SHIP c/o Brown & Root, Inc. . 'T. . . ',,.. A TO Comanche Peak Stm. Elec. Sta. .-
Glen Rose, Texas 76043 east 7 5 Unit Price 2 L ,
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Das.t.Uay Pp,d & Chargcd Warren
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- 1) The follcwine decu=catatica and records shal1~ be t'ransmitted prior to ship-
, 4ent:- criginal and two (2) copies of bill"of lading, two (2) copies of "'--
packing list, original and one (1) copy of freight bill to: To::as Utilities Services,-Incm2001- Bryan Tcwel. , Dallas, Texas-- 75201, Attn:- -
Mr. H. ,C. Schmiut.Cno (1) copy of bill of lading and One (1) copy of. .
. yachi:~g list to: Texas Utilitics Services, Inc. ,- P.O. Box *1002, Glen Rosc, Texas, 7G043, Attn: Mr. J.T. Morritt. Two (2) copics of Dill of T.ading anct two (2) copics of packing
- list to:' Brcwn & Root, ~Inc.; R.O. Box ' 1001, '
Glen Rose, To:<as, 76043, Attn: Mr. H.C. Dcdd. 1 8
-2)- All"natorial cn this order to be painted with enc-(1) coat of Carbo Zin: O except threads and threaded fastenars which shall be coated with a rust preventative in accordance with Q.A. Procedure 02A004 and/or 02A0ll.* ~
- 3) On date of chipment forward the follcuing information by SN to: Texas m- Utilities Services, Inc., CG 910-890-8660, Atta: J. T. Merritt.
3 a - Number of pieces, boxes, bundles l l
[' b* Gross weight of each package, etc .-
c - Point of origin of ship =cnt * -
l l i , d Scheduled date of departure frem origin j e - Scheduled date of jobsite arrival
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t ~f' Propcsod carrier and routing . . . . .
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- 4) #"g - Safety related, non c safety-related, ornbothPrior to shipment ' entact Mr. Arnold Scarg (G 5351) to verify if TUSI will Caive inspectica. ; . j !. -
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- Customer insccction is required.
N Unicss othorWiso directed, = ark all shipments as follcus:
Texas Utilities Generating Company- j i
. _-- . Comanche Peak Stoam Electric S tation .. .
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Gibbs & Hill Project No. 2323 .
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_.. ..TUCCO P.O. NC.,,,CP-0046B . _ l e
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! , Sollcrs Ordor No. E-CM l l l !
Picco Mo. of I
. . .. This Equipment is/is not safety related. .
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f.. 00810 CP-00466 .1-7-81 .
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- Texas Utilities Gen. Co. *
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7)._One (1) copy of packing list enclosed in. waterproof enevelope .
is to ._
. accompany each shipment. !
8)_. Contents of each *nu=bered case shall be separately tlisted, and ;. clearly j
I J . identify the equip =ent. , , .
9)._.Each packing list shall not cover more thin. ,one., carload ;
,of, equipstent. .__ _.
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Glen Rose, Texas 76043 = 1 r 5
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SOLD Tenas Utilitics Gen. Co. .
TO Ecs 1002 P.O. .
Tt i c1 ;5 Glen Rose, Texas 76043 .
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TO Comanche Peak Stm. Elec. Sta. 1 Glen Rose, Texas 76043 .
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- 1) The folicwing dec'.:=cntation and records shall be transmitted prior to ship-2 t..ent: original and two (2) copies of bill of lading, tuo (2) copics of --
packing list, original and one (1) copy of freight bill to: Texas Utilities Services,-Inc. /-2001- Bryan Tcuer, Dallas, Tcxas -- 75 201, Attn : -*-
3 Mr. H. C.nS chmidt. Cne (1) ccpy of bill of lading and One (1) copy of Box-1002, Glen Rosc e packing list to: Texas Utilitics Services , Inc. ,- P.O.
Texas, 76043, Atta: Mr. J.T. Merritt. Two (2) ccpies of Bill of Lading 4
- .md two - (2) copies of packing-list to
- Brown & Root,' Inc.,- P.O. Box 1001, Glen Rose, Texas, 76043, Attn: Mr. H.C. Dodd. !
G) All" material en this order to be painted with one-(l) ccat of Carbo Zinc W cxcept threads and threaded fasteners which shall be coated with a rus r preventative in accordance with Q.A. ' Procedure 02A004 and/or 02A0ll.-~
- 3) On date of shipment forward the follcwing infermaticn by T'.1X to: Texas Utilities Services, Inc., T*..*X# 910-890-8660, Attn: J. T. Merritt.
a - Number of pieces, boxes, bu. idles -
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. b Gross ucight of cach package, etc.- g c - Point of origin of shipacnt ? l l i
,, d Scheduled date of departure frem origin -
e - Scheduled dace of jobsite arrival i . !
. f Proposed carric and rout:.n3 . .
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g - Safety related, non safety-related, ordboth " ~' l
-4) ** Prior to shipment conract Mr. Arncld Bearg' (Gibbs & Hill, Inc r,-- 212-760---
5351) to v ify if TUSI will waive inspecticn. ; __ j !
5 customer n et:.on is recuired.
o Unless otherwise cirected, = ark all shipnents as follcus: ,
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. Texas Utilitics Generating Comcany . I I
-.. Comanche Peak Steam Electric Station . .
Gibbs & Hill Project No. 2323 j j.. y
.. ._TUGCO P.O. No. CP-00463 I i
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_, , ,. Sellers order No. E-CM , , _. ! ........ .! .... ..._ - _ _ _. . -
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i . .. This Equipment is/is not safety related. . ... . _i .
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- 8) contents of each numbered case shall be separately Listed,
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J identify the equip =ent. : , .
9). .Each sacking list shall not cover more than one carload of ecuipment. . t 4 1 I i
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