ML20205K980

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Rev 0 to TNE-DC-22-1, Implementation of Web Program
ML20205K980
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 12/16/1985
From: Leech D
TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
Shared Package
ML20205K766 List:
References
TNE-DC-22-1, NUDOCS 8704020087
Download: ML20205K980 (24)
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Text

{{#Wiki_filter:c 1 .g. t (~ [.l ^ s 4 >V TLI:CO NLCIEAR DGINEERING DG'IRLCTION RE.VISICE ISSE EAG EME CONIPOL COPY to. 'DE-CC-22-1 0 12/1G/852 1 & 24 IMPLEMCfrATION 1REPARFD BY T4EB M APPROVED BY s t [uSEEEmMS USE ON 1.1 PURIOSE The purpse of this procedure is to establish the focnat a.d methed Se implementig the WEB conputer pegran.

1. 2 SCOPE This instrtetion shall apply to the preparation and input of all civil s

attachnent loa $s ard locations to the canputer trackim ard qualification progran (WEB). Manger Ica! Sc::: nary (HIS) form ('s) ntst be conpleted for each supprt with attachnent(s) which affect the qualification of etedded plates in the thit 2 Safeguards, Containment, Ciesel Generator alildings, and Pipe Tunnel Area. Buildig attachnents which affect enbed qualification are attachnents welded directly to the enbedded plates, or attachnents via concrete expansion anchors /Ric'rmord Inserts that are closer to a loaded enbedded plate than the :ninimtm distance required. If a support has other buildirq attachnents which do not affect the qualification of an etedded plate to HIS information is required for ticse attachnetts. 1.3 RESICtGIBILT"IES Ing for the computer tracking axi qualification gregran (WEB) will be requirsi frca the followirg disciplines: Pipe a:ppet - Pipe supprt loafs and locations at building interface - Instrunentaticn support loads ard locations at buildirg interface. - Grinnell Fire Protection Suppr: loads and locations at buildirg interface. hO p A .a -

_} ,s 3.- - Q,. .; m _- s c t ~ O) (v ?JCCO KCIEAR CGNEERING INSTU.CTICN FIVISION ISSUE FA G i ovis CPSEs IMEEMENIATION & WEB PROG %M TNE-OC-22-1 0 12/16/35; 2 CF 24 (brduit ard cable tray support loais ard locations at Civil buildig interface. (;bte: ' Plastic I.D. tags attached to embedded plates fer the purpose of identifying conduit and cable trays do ret recuire HLS focus) Platfocn, stairway, firewell, etc., loais at building structure interface. HMC support lcais ard lccations at buildi.e; interface. HMC It will be the respcnsibility cf TSE-Civil /dE3 to 1) cctplete all HIS Focns from the loads and location stcplied by the respective disciplines

2) load all Hanger Loai Sacaary (HIS) foc.s into the cc puter progran (WEB) and verify this input (see Section 2.3), and 3) to resolve, with the disciplines, the followirg proolems identified by WEB.

a) Interferences at building attachnent location b) Spaciq violations at. buildig attachnent location for Hilti q Ebit/Richncrd Insert' to enbedded plate, enbedded plate attachnent to ededded plate attachnent c) Civil structure oterload 1.4 REFERE CE5 a) CCP-45, "Peraanent ard 'Mm;mrary Attachnents to 22eddsi Wald Plates". b) WEB Osers Manual, "Braluation of Cananche Peak Strtctural Eabed:nents - Prcgran EPCESIGT by Westingrouse Electric Corp. - Plant Engineer-irsg Divisien. 2.0 nsIRLETICN 'Ie surfonn its intendai function, WEB mtat have as input building attachnent loais ard attachnent locations. This infocnaticn will be transnitted fr:m the variots disciplines to ':NE-Civil /* DEB. 'INE-Civil / WEB will canplete a HIS focu for each attachnent. T.c variations of the HIS foca exist ard are defined belcw. a) HIS foca for attach ent to 2nbedded Plate b) HIS foca fbr atttchtent to Base Plate g, -a , j. - * ="w* y ~, s wepo y o .e. y.

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--l~~~b m., ,. : =, ... r. u w --. T*: ~ =T:^:~_r!T :~ -. : t l 4 ?i q p., t i N.J TT.ECO NUCf. EAR DGINEERING INSTRI.CTION FE/ISION ISSUE PA G CPSEs IATE IMPEMDUATION T WE3 IROGRAM TNE-CC-22-1 0 12/16/85 3 & 24 If a surcart has a buildirg attachnent which affects the qualifica-tion of"an e.ted, then ene of the ahwe fotss must be cc:pleted for each building attachment of that support which affects en esedded plate cualificat:On. For eccaple, if a surx,: ort frane has,4 buildity attachnent coints, 2 Oncedded Plates,1 Base Plate for wnich a Cencrete E:6_ansion keh:r (CEA) is closer to an enbed than tre SS-30 51nimun dTstance and 1 Ease Plate wit.h all CIA's greater thzn the SS-30 minimun e2ed distance, then 3 HIS fo= s must be conpleted bf TSE-Civil /48 Gcoco for this supcort frame, (2 HIS focns for Etedded Plates,1 Pase Plate HIS focn). 2.1 HIS FOR4 CCM.LE'2!CN: BY TNE-CIVI!/48 GCUP ' Following is a steo by step explanation for cc pletion of the HIS O focus for 22edded' Plates, and Base Plates. (") 2.1.1 Canoletion of HIS 22edded Plate ibrn 2is focn s!'ould be used if a su: cort attach:ent is wilded to an e.cedie:! plate. a) Precared Bf te originator of the HIS sheet will sign ard date. (tb initials) b) Checked 9./ The checker of the HIS sheet will sign a.-d date. (No initials) c) Discipline 2e origi.nator will irv31cate the 2211cwing code for the e;gineer-irg discipline: M = Pipe Saccort ~ C = Electrical Ccrduit B = HMC Slpport T = Cable Tray I = Instrunentation S = Civil Structural F = Fire Protection d) Succcet Nunber Fill in the su:. Tort nuter. (O) e) Succert Perision a Fill in the re/ision of the support drawing. N' 9*** _e*. e we e, gg., em .pg

?$.#'$ ',: .:_, L'_ ' *.: ' < ; r +>t uk s 4; * :r.l f e.. g :p - O Q2,;, '~r ".- ~ ~ m v.7 - - ._ 1 't i c .f.., .4-4,...y. .s. D 'ITECO MIIEAR ENGINEERING INSTRIETION REVISION ISS W PA2 EMT c IMPLEMENTATICN & WEB EOCRAM TNE-DC-22-1 0 12/16/.85, 4 7 24 f) CP3L Drawim Neter j Fill in the applicable CEGL drawirq runber, g) CPSL Pevisien Fill in the revision of the CPSL drawirg. h) Iccation Desien/As-Built LMicate with an 'A' or 'D' whether the location given fbr civil strucrure attachnent is a design ('D') location or an as-built ('A') location. Desian should be irdicated een the attachnent is not installed. As-Built should be irdicated when the attachnent is installed. s i) Babedded Plate Nmber List the enbedded plate nunber fran the* applicable CIEL drawirxJ. j) Isrnth Dimensiens Ea.ft/Ebtten List the distance (lengthwise). fron the left erd of the enbedded plate to the centerline of the attachnent. Conventiers for I detecninirg the left end of an enbedded plate are with respect to the referenced CPSL drawirg view. As shsun by Figure 1A below, the end of th enbedded clate furthest to the left of the title block is the left eid ard the distance to the centerline of attachnent should be given fran this paint. If the enbecMed plate is heri:: ental the distance to the attachnent center 1ine shauld be given fran the ed of the enbed closest to the botten of the CPSL drawing. If the plate is square the left erd is the end whose centerpsint is the farthest to the left, see Figure 1B. If the enbei is oriented such that rua erd centerpoint is i.niquely left:nost, then the batton leftsast centerpaint defines the left en3. See Figure 1B. N3te also that the left erd defines the Z local direction, Y is perperdicular to the plane of the plate and X is perpendicular to the Z axis in the plane of the plate. "O "**]

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..,p 7 - - c:G.c:N c@ t + - tems w -. -<ey.w _ _ -~27.- t TUCCO NtrIEAR DGINEEIUNG INSTRtETION REVISION ISST PA2 CPSES IMPI2MDOTION & WEB EOGRAM TNE-DC-22-1 0 12/,16/85' 5 & 24 1 ,.ii I ] [ %/ i ./ c' /q+/ ~ kQi c t 4 y p.N / 6 i 507 0M /.. IwIOTm +1 L _- F _i - - -I-----'-T,- s ~ ko(& N .+b - ~,L. T 7 \\ s'

  • CPSL DRAWING TILE FIGURE 1A BLOCK l

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.-, u.y.~d-y .2 . j..s 3 g. _, g.,. e a- .m, ...t, < ft N, J g tv TtIKO NJCLEAR ENGINEERING INSTRUCTION IEVISION ISST 22 i IATE CPSES IMPLEMENIATION & WEB PROGUM 'INE-DC-22-1 0 12/16/85-6 CF 24 iv'8*!!a , = s. u :s f. .te ts: :

  • .4 t

s :ts:s: ::s ......7....,

ss. u :t I

~ cm {} FTCues gg k) Width Dimension List the distance frcm the centerline of the emi:edded plate to the centerline of the attachnent. Icokirg alog the plate frcm the previcusly established Inft/Battom edge, a ;=sitive width distance is toward the left hard side of the ertedded plate (see E'iqure 1A for +/- indication). If this information is d not pecnided, the centerline of attachnet will default to the centerline of the embedded plate. Ebr strip plates, this item can be marked 0.0 if CCP-45 (mf.1.4.a) ard SS-30 criteria were i follewd (i.e., centerline of attaciuent is within +/- 3/4" of the strip plate centerline).

1) Attachnent 51ze Indicate the size of the widal attachtent as follow:

Z = Iargth of the welde$ attachnent measured alorg the local Z axis X = Width of the wided attachnent measured alorg the 1ccal X i axis l If the sucoset attachnent is skawd f:m the plate local axis or lies only partially on the erledded plate (e.g. partially welded base plate), X and Z should be gneudo distances $1ch reasonably p represent the attachnent area. .Q' } '[**-*~.*~~r ~

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-+v . y- %. i -. ~._ _,. m e g~ } ,. j n] ~ . i,. _... l n t 'IUGCO WCIEAR ENGINEERING INSTRtITION RENISION ISSUE PAGE IA'IT CPSES IMPLEMENIATION & WEB PROGiUM TNE-DC-22-1 0 12/.16/45; 7 T 24 m) Attachnent ID List an al; tabetic attachnent identifier for each structural attachnent ;oint if a support has multiple strtx: ural attach-ments ( A, B, C... ). A separate HL3 sheet must t:e c npleted for each structural attacment of a succ::rt a:fectirg the " qualificatich of an enbed(s). Alsa irdicate the total nun.er of HLS focas for the suppor,.. (A of 4 etc.) i n) Ibot Print toms (FPL's) List the FET 's in the local co-odinate smem (See Figure 'A for embeddei plate local coodinate systen for run-scuareFPL s shall be calcula plates). f plate. Ioads are unsigned (max absolute values) ard are in mits of Kips and Ft-Kips. ( For enbedded plates that are ' square, the local plate co-odinate systen is stown in Figure 23. 'Ibe Y-axis is perperdicular to the plane of the plate, the Z axis is the plate axis '.nich bisects the left eni and X is perperdicular to Z in the plane of the plate. 'Ihe enbedded sheet plates, which have not been tri:::ned to acconcdate penetrations or openirgs, will te assignal local ccordinate axis 'in the sane manner as strip enbedded plate or + square enbedded plates. 'L+nse enbedded sheet plates @ich have been tri.rned will be assigned local coodinates based upon their " Original" shape (i.e., square or rectargular). See Figure 2C. O e

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~ 'IUCEO NLCIEAR ENGINEERING Deuta;nCN RENISION ISSUE PAE IR'IE OSES IMPLD4E2irATION & WEB PROGAM 'INE-DC-22-1 0 12/16/85 8 & 24 I i 1 1 1 i 1 s..... J ~. g , c:.* "o W. \\" e* g t Y NCTE 02*

  • N 07 AXI5 IE O* ATE: ON SJRFart 0; Ex 0st: Fa:E CF ' LATE o

E%E :E: P'. A T E L OC AL axe 3 FICURE 2L Pb". 15 IvtRTICAL 'ICPSL AXIS s e 9.b / I#p =. -.,1.<. ........ n. t.:s a. ca p. CPSL Ax15

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i L, \\- l CPSL TITLE j FICURE 25 g,gg } e l 4 , -.. ~, - _____ i m --.~. ...g

n _ __., p-- -,,2,. ~ .,...u....-,..- .~_ =.. - 6 _. . +,p- ,r, a_ .+ l 9 4 M EIEAR DGINEERING INS *IRtCTION REVISION ISSW 1% 2 IATE CPSES IMMEWATION & WEB IROGRAM 'INE-DC-22-1 0 12/16/85 9 7 24 ) en... L~... .._.w.n. .:s_e _n J,,, -a... e.,, .- - p,.g.e i-i , cy7 i OUT i

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.s. r.--.:.. .:...~'.~~'*"~~~~ ' ~, ^- , ~ ' - %... s.- _ - ~ i i \\v/ TUCCO bT.CIBR DGINEERING INSTRLCTION REVISION DME PAGE CHiES IMPLEMDTTATICN 7 WEB PRCCRAM TNE-CC-22-1 0 12/16/85; 10 & 24 c) Gans Succorts It shall be the respnsibility of the Emineering Discipline attach-in; to the e ed plate to cbtain all loa:s fran the secordary These loads will then be c=nbined with the ;ri: nary supp ets. sqcort to give a total FPL at the face of the enbed. p) Fevisicn Eleck This bicck will te signed and dated bv the re/ising criginator ard reiising checker for ea-h re/ision of'this HIS sheet. (C3 ret fill out this bicek for original issue.) q) Transnittal Pecord (3 This block will irdicate ten original issue ard each re/isien of (#) .. the HIS focn was conpleted by TSE-Civil / DEB. r) Sketch A line sletch of the su= port will te stpplied to illustrate structural attachnent paints for suppr:s with multiple structural attachnents (see eca ples in Section 2.2). 2.1.2 Caneletien of HIS Forn f0r Base Plate Attachnent (See Attachnent #1) a) P'recared 9/ me ottgtnator of the HIS sheet will sign ad date. (No initials)- b) Checked Bv me cruede of the HIS sheet will sign ard date. ('b initials) c) Disci =1i.ne me oc19tnator will irdicate the fbilowing c=!e for the ergineering discipiine: M = Pipe SJppet C = Electrical Carduit H = HVAC 32pport T = Cable Tray I = Instrunentation S = Civil Structural F = Fire Protection d) Succort Nu-ber c1A2 in un sucpet nunter. q(V ) e) Su=cor: re/isien nAt in r. e revision of the stppet drawing. f) C25L Drawira Nanber nii in un a 91 Acsole CP3L drawing nu2cr. ~ ---.._,-..,..s...

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c. -I j' ?. TtXEO NUCIEAR DUINEERING INS'IRt.ETION REVISION ISSIE PAGE CATE CPSES IMPLDtDEATICH CF WEB WOGRAM TNE-DC-22-1 0 12/16/85; 11 & 24 g) CPSL aevisien_ Fill in the re/ision of the CPSL drawirq. h) tocation Desian/As-Built _ Indicate with an 'A' cr 'D'

  • ether the location given for locatico cr an civil structure attxhnent is a design ('D') dicated een the as-built (' A') Iccation. Des n shsuld be in attachnent is not installed.

-Built simuld be irdicated when the attachnent is installed.

1) Base Plate Tyre Cieck the agplicable block (s) to indicate the baseplate n

fastener ( s). ( Welded (to enbedded plate) -(Richnond) Inserts CEA (Concrete Expansion Mchors) j) Attachnent 1D t List alphabetic attachnent identifier for each structural attachnent point if a suppset has multiple structural A separate HLS focn must be attachnents ( A, B, C...). coupletsi for each structural attachtent of a support affectirq t the qualification of an enbe!(s). Als) indicate the total ntrnber of HIS focas for the support. (A of 4 etc) k) Centerline Iccation l ne centerline of the baseplate will be located from cne of the A CPSL reference paint is a 1 to 3 digit CPSL reference pt-*.s.of characters with a snaller X identifier alpha-nunberic str ically, a CPSL refecence point is d use to the left of t. ?.ocated at a corner. Cans er the reference point to be the crigin of a Cartesian coordinate systen'as stem in Figure 3. The sten. Also, X and Y distances snould be given in this casedinate sirdicate fill-in the reference pint used, preceded by "B " to baseplate. (Ex: Ehter B-A for reference paint A) 0 994@-.*+,,,,,, p.

_..,,.. [ j . a :_ ;w &v T 4". -Ws ... x - e -. + ; -...,;cl

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\\ +.7 x s v \\ .'1UEO NUCIEAR DGIEERING INSTRtITION REVISION 1SSIE RGE ~ IRTE CISES IMPLEMENIATION & WEB IftOGiWt TNE-OC-22-1 0 12/16/85l 12 CF 24 n/ *,gtster f ...u..... 7 l tiv i i ll l 5 ( 1 11 t ... _, _. _. g _.,.... ,\\ us. b'su 2"r*gfg'4 etetet=ct n:s-m u.t i .., x,

1) Foot Print toads (FE's)

FE loats are the loads applied to the base plate by the stsp3rt steel. List the FE's in the local coordinate systen. Ibr .i rectangular plates the 1ccal Z axis is prallel to the lcrger i 1ccal 3 axis shall te defined as shows in Figure 48. plates the side of the plate (see Figure 4A). Ebr square base te Y-axis i in all cases shall be ror:nal to the plane of the plate. Icais 1 are tnsignal (maxiratze abs 31ute value) and are in (mits of Kip and Kip-Ft. te local Z axis for a base plate is definsi the sane as for a square enbedded plate (plate axis bisecting the left erd). De square base plate X axis is perprdiculat to 3 in the plane of the plate. }CIS: FE's are not require! 6e base plates that do ret attach to the enbedded plate. tis shall be irdicatai by ler/ irs loadirg blank in section 12 of the 6ca. ':he resmetive discipline will be respnsible for the qualification of these base plates. 3 J 7..y,_,.,...,_,

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. r _c j--m ;._-r. ,2. - -. s. .s s -t . ~... m......,,..,, I 1 4 ? 4 1 j 4 7tXIO NUCLEAR ENGINEIRING DETRIET10N REVIS Di ISSUE: PA2 ETE CPSES j mgDimmTION 7 WEB IROGW4 TNE-OC-22-1 0 12716/851 13 & 24 ) i i i CPS CWG VERTICA. l 9 . A X.,..: / G' i' s l t s / L>W ,/ g C:5L DWG " EIIONI - 's j ,/ 2 ..-.-.-.D"

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./ s 1 -. -. -.y \\ / / 4 { a ./ \\ 1 I l 8,, / s l / e N g I CPSL DRAWING TILE FIGURE 4A BLOCK 6 ( i A I i 'a 'NM*M MN**

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1 . - Q.,. g:L.,...-+ m __ m.__ . 3.., a<m \\v)/ / t 'ItXCO NUCIEAR ENGINEE:UNG INSTRt.CTION R5/ISION ISSUE mE GSES mTE 3MEDiDCATION T h*dB EOGRA'4 TNE-CC-22-1 0 12/16/S: 14 & 24 .g pub % A%.c. I V e.... C.. .A .s

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\\ l \\. \\ . a r %,. >~ .A g : T...,.-,, HOR:20NTat \\i .a. .= e. ;. t e. _u, u c 1 \\ 'OCT* I l

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'..? M. ? '. S O N -90*<0590* Cm. m. T?TLe FIGURE 43 ggOCE f e l i i "r- .--y...,..,..... ...., _ _, y, _

.m. - L.mnm.gqy c. 77 s > ,3] , g. .:.4 ..m ~. a 1 INShWCTION REVISICH ISSUE PA2 'luro NLEIEAR ENGINEERING ~ IRTE CPSES IMPI.EMENTATION & WEB EROGAM 'INE-CC-22-1 0 12/16/S5 15 7 24 m) Baseolate Dimensiers te fbliowing infecnation must be provids3. = Iergth measured alorg the local Z-axis. L = Width measured alorg the 1ccal X-axis. W DIA = Dianeter of CEA THE'm = Base plate orientation angle as defined in Figures 4A and 4B. n) Cans Secoorts It shall be the responsibility of the ineering Discipline attach-fra tM seccMary supports. im to the enbad plate to obtain all lo 2ese loads will then be cmbined with the primary support to give a \\ total FPL at the face of the enbei. o) Revision Block ' Ibis block will be signed ad dated by the r=/isirn author and re/isirg checker for each re/ision of this HLS focn. (Ib ret fill out this block for original issue), i p) tansnittal Neod mis bicek will indicate Wien eriginal issue ard each reiision of the HIS focn was cc=pletal by TSE-Civil /dE3. q) Sketch A line s)cetch of the suppset will be sa: plied to illustrate structural attachnent pints for multiple structural attachnent s.ppets (see exmples in Section 2.2).

2. 2 EXAMPLES The fb11 ewing ecmple illustrates how the HIS focus should be canpleted !be a

suppet harirg multiple attachnents. i l Wien a stpport attachnet is welded to an enbed in addition to J 4 utiliziry CIA's, the distance betwee the erbed ard the centerlines of the !bte If any CIA is closer to CEA's shall detecnine mich HIS focn is subnitted. the enbs3 thm allows 3 by SS-30, the attachtent snail be reported cn a Baseplate form.the minimun allowed by SS-30, then the loads shall be reportal cn m Br.b 'Ihis shall apoly to Ricnoond ~nsert spacirg violations alsa. Plate Ratn. ...,,..,,..,.....y.,.-.......

g 3s w- - =. - ~ _4e p t ay

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-( ..s.*~.*37 97;.*- *g y. d,. # !.. ,6 N- .u+ 3!..c..;. -9 'q s , ~.# _ .. ~ e ,e . s,,. ;,.... .o.s.n.. .s. = L 'i b v \\- ~ -.- 'ItXEO MIZAR ENGINEERING INSTRIETION REVISION ISSIE m2 N ES WIE SELEMENIATICN & WEB NtOGWi TNE-CC-22-1 0 12/16/85 16 T 24 1

2. 2 EWiPM ATDCINENT A 7 3 EMBE00ED PLATE HANGER LOAO SumARY COMANCHE PEAK ML S F orn _.1 or1 for Trils Swoooet.
1. PfttPARfD ST N h-Omit '80 /ff
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9. Er$tDOED PtAft seurstR
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10. LthCTn DIM. tLEFT/80ff0pg tiet af, F T.
6. CPSL MuretR: rfsoso34 lj wfDTM O!M,e 7.* CPSL Rty!SIONe W8
12. ATT ACn4NT t as e g in.

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13. TMIS SMitt IS Aff ACH4NfdOF A TOTAL 0F1 Af f ACMP(Nf 5 FOR TNIS S#f.

I '* LDA05 F a t E IPS) Pu t F T-t !P56 FI l Ff I FZ l ME MY MZ l tus

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= Fautit0

15. L!$7 0F CANCED SUPPCRTS:

11 / 4 / Y 23 / Tl / h 33 t/A / $1 wA / 41 / 95 / k

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g / 1 03 / $)* ,,,. e... i ' II* 4 RE W Daft P#tPARt0 St CHECst0 Of [ N1/ i Plate tuterusing g g 8* $ II* TR ANSMIT T AL Rt (* 10 J Riv1510N l OAft i o n/,las 3s A 3 r s I ( io. .i 1 -+L G

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'b. .__"?_' ., %...'. ';W_ !:.... ,iy Q (y 3 \\ / TLIr0 M.QGAR E2GINEERING INS'IRLCTION REVISION ISSUE m2 WIE CISES IMPLEMENIATION & WEB IBOGRAM 'INE-DC-22-1 0 12/L6/25i 17 & 24 2.2 EXMPG ATIACINC77 B & 3 BASE PLATE HANGER LOAD Su mtRY COMANCHE FEAK HLS Fort 10f1 F or Init Swooort M b 'u-CAft 11/' /.8 a

1. P4(PAAt3 BY
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8. LOCaf1CN CE510m/AS st;!Lin e A 4 SUPP0At NUPSCA.c5 ffD %'" 'tf 1
9. BASE PLATL TYPCs o

cta g Instat,,,,,,hCLD 1 \\ S. Supp0at aty. _ *725o=o&A

6. CP$i..MUPSC4a
1. CPSL Rty! SIC==

W8

10. THIS $atti 11 ATT ACwf.41,g_05 A TOT A. CF d. Af1 AC4*f.%f t F CA in!1 Syst.
12. CENfC A.!N! LOCAfl0N: Isff,f f t. Ts@' t., atr. St. st-A LOADS F e t R IPSI Pe t Fi-AIPSn l

12. l F1 l FY l FZ Pat m MZ l t 'E S I

c. fl 3 d.5 3 CESI*.N }

l S.15 c.94 ' d.6 7 l F AUL TE3 i

13. CIA.s l o 3

% t........ 1 Las su. l u. t. ,, e 3. /. 1,. , t, A. e. x 14 LI$f CF CANCED $UP*0Af$4 .% g V 1 / i; i 3, m ,,,,....~i, 5, / 1@ II* Atv i DATE PtEPAAto BY CHtCit0 87 II' II II' YnANSMITTAL RECORO p Atv!SION QAft o is/l/es 6EE sesta on wreriu.s

C; L.2L,2.:3 -;. W A 2 d ;._ s

sf?_w _ _ t'Y _[ _,_ y;.

4__... ~f-- -~- r3_ ;_-= 1 e..y y w.- a ~ Le ~ i ; - w...e.,.:.a. n., e._c. j p.p l 1 I i p t EJCCO M.]CEAR DGINEERING INSTRIETION REVISION ISST 1% 2 CPSES !A'IE IMPIR4DCATION & WEB BOG lAM TE-DC-22-1 0 l'2/16/85 18 & 24 2.2 E:GMPE ATD CrN DE C G 3 E!%EDDED PLATE i HANGER t OAO Surt%RY i COMANCHE PEAK es,s For, } r E For fri s Swooort i 1 @Ob oATE li h / f n

1. PR(PAA(D ST:
2. CM(Cat 0 ST:

Gr hw 04ft re/nas 5

3. 01SCIPLIN(*

Pt

8. LOCATION 40($1Cm/A6 BUILfle 4
4. SUPPCAT murstne rs.f.es ww.v t
9. (Pe(DDED PLATL isuPSER:

E 400 ~.- $. SUPPORT ACys a 10 4thCTM O!Pt eLIFT/soff0*ge g at.

6. CPS. Nu" Stas *12984e*4
11. wtDTM O!M e g,,gg, F f.

1

7. CPS'. REVIS!ON' We
12. AffACMetNT rase L m.

AffACHetN! t21s L IN, 1 l IL TH1$ $N((1 15 Aff ACH4Nffs.0F A 70f AL 0F.E. Af f ACMetNf 5 FCR TM15 SUPT. Ad-toAos Fes:IPs em FT-<1 Psi FI Fr l FZ l MI l Pff l MZ l 198 l

8. S(* l o89f D(SIGN l 2.65 i o.45 l f.eds i i

F AUL TED - :1 !$. LIST OF CANCID SUPPORTS: 1 1: / si r Y ts / 1) / A g i 43 / / N ...',.e si

  1. /

si da / l 33 / 1 01 / s **. 4 15-nc y - oAft P= uen o er l Cw Cato of P,.. c.,. ~,,, i II* II' fpasesmITTAL MCD80 AEVISION DATE O II/' /SD 6Efii $ WET 4: H CW $WEET (cr3 I i 1 i e

      • '****""'WM****""*"*--*-**+-**?-.==ee.,~.+=.7

%y 7,..,.

,., - m.;.. - --, 7.. ,..; Q.. f :,, :.g a.y. ;,;p.gy~.,,, -{t5 -.c_.:; :.: .e. ,.3 y,4-* ..,,--.m .--,e,--.--, 7 ~ /V i EXTO NUCIEAR DJGDEERDIG D6MLETION REVISION ISSUE RG IRTE CPSES IMPI.EMDrmTION & WEB IROGRAM tie-0C-22-1 0 12/16/SL 19 7 24 1

2. 3 DiPUr & HIS CA M Ccrnpleted HIS forms shall be sent to the Project Qtta Ehtry Croup (PCEG) for input into the canputer pecgran WE3. As the pecgran is executd, echs prints are aut::matically prodi.ced mich reflect the data entered tese ecno-prints shall be used by PNG to verify the fran the HLS focn.

Q1ce the data is verifief, the PCEG checker shall accuracy of the inpat. sign ard date in the space provided on the ecro print. HIS data may also be entered into the WE3 pregram by TE-Civil / WEB. Accuracy of this data shall also be verifis3. De designatai enecker shall then sign and date in.the space.provided en the ecro-print. Se sig~nal echo-prints shall be kept on fue in TE-Civ11AEB.

2. 4 Sn!SS MI.TSIS

..j After HIS data has been loaded into the WEB progran, DE-Civil / WEB shall execute the enbedded plate stress analysis. Detailaf instructions for the ececution of these calculations are given in the Prcgran EEESIGi Users Manual (Bef.1.4b). Preliminary acercval fbr the cualification of the enbedded plate can be detecnined utilizim hard calsalations bassi uten the focnuias given in the EEesign Users %. nual. Dese calculations shall be prepare 3 in accordance with TE-CC-3 ard design verifisi in accedance with OE-DC-3. 21s approach can be taken W.enever the as-built drawirg is not conplete or for expediency. A final apcrotal ard qualification will be done at the time final loais and attacfinent locations are received.

2. 5 FIICRTDiG & RESL"'S Results from the enbedded plate e/aluation are storef in the " cut" file for the corresperdin; TE drawing (Ex. Results fran enbeddef clate evaluation fbe TE-7000103A are stored in " EPI 4AD7000103A.OUr". See Reference 1.4.b).

TIE-Civil / WEB shall first verify that tin correct values fbe allcwble shear, tension, ard plate stress were usal in the analysis. RE-civil / WEB shall then retify the respansible disciplines of the results fran the enbeddef plate etaloatlen. Attacnnent 2 shall be used for acceptance of su:: poets that do ret cause orerstress in eteddai plates. Attachnent 'l snall be usal to rotify discipline of support -Q rejection due to crerstress on enbeddai plate (s). U "f" **%#d'**64 9. 4 e.=..q,.,p. p.9g,,, ,p,

~ *, ' w~.x v,-.m.~. =-.. ;,... 3. ;.,.. , y..;.7-- y__..,,. ...._. : -~;, ~. - - .~ 2-a :- .., w. i: 2 ..,s.- 1 t ....-.t J. 1 i TUCCO NUCIEAR D3GINEERING DISTRUCTION PEVISION ISSW m2 EME CPSES IMPLDtDimTICN & WEB IROCRM 1NE-DC-22-1 0 12/16/35. 20 & 24 ) ATT7C1M Cir 1 HIS FCIMS Attached are HIS Pbcas for attachnenta to anbedded Plate ard'Dase Plates. These HIS focus are to be coupletsi ard returns! to TNE. Instrertions for conpletion and tresnittal of these focus are giva.n in Section 2.1 ard Dcanples proiida! in Section 2.2. / ~ 6 9 b ......,,...,,..,.....,.v....7.-,.,m,.-,7,.,.y,.,.,--... r.-y. 3

_ F ~~' L. K==~ ' ? - L :L; f ./ _n;. '&

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~~ ~ ~~%~~: - Mi - 1 v ~ .. j e ,,.,....,..:....z.,s ' ~

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I 'O 4 1 'I'JCCO !UCLEAR CGINEERING INSTRUCTICN PEVISION ISSCE PAC C"35 ES CATE 1 1 IMPLEMDfrATION T WEB PFOGRAM TNE-CC-22-1 0 12/16/83{ 21 CF 24 l ATIAcmcrr 1 (TYPICAL) BIS FOm FCR ATGChMOTIS 'IO EM3EDCED PI.ATES e EM3EDOED Pt. ATE HANGER LCAO SumARY COMANCHE PEAK nos For. oF For inis swooort

1. Patreto eve cAft
2. ChtCAED BT:

DATE

8. LOCATIQ*e t CES!Cn/AS Bu1Lin e
3. O!3CIPfIkte 4.

SUPPCAT MuretRs

9. tretDCCD PL Af t MLPetR'
5. SUP*CRT REve
10. LtactM 01Pt t LCFT/Soffors e FT.

qj

6. CPSL Muestme
11. WIDTH DIPse F f.

)

f. CPSL Rtv!5 ION *
12. AffACHPCNT (Ile IM.

P Af fACMPtNT l!): IN.

13. THis $xtti IS AffACMetNT _ 07 A TOTN. OF_ Af f ACMP(NTS FCA TH!$ SUPT.

I Loac$ Fat RIPS) MsI F f M IPS) FI l 77 I F2 PG 1 MY l P'Z DESIGN i i FautTED I l al. L!$f CF CANCED SUPPCRTL 11 61 Il fl %. 4......

  1. g 0

33 83 u si 4 I '* pty l OATE PREPMED ST CMECtto 87 Plate trierwsteg _I 18.SatfCH II* TRANSPt2TTAL ACCOMO Riv!SION CAft f s v-j FCEN 'INE-DC-22-1. ; Cecacee i3 J j t e i b f. w, fl E [-MF ] 0. f.* ' "D$ (,

8) gfs,g' '/gM f'g g ' g ghe.Yf p,= D'Sg,ep% f,g. y ",% i h
  • j' #3) f 1*Q41,p e

4 $ gpp W....,__.:...__ _ ' ' _ _ ', _ - g t -uns==u seum ww.rwe== r r$erdsd aus a t s-n.m. 2

+._,.--=.:,-.- ~~ ' n ~w . _a - o-;~. yy. 4 ..-a s [3 t ) v TJG'O 'IJCIEM C:GINEERING INSTRlCTICN REVISION ISSCE PAG mTE CPSES IMPLDiENIATION T WEB PPCG%M 'INE-DC-22-1 0 12/16/8E 22724 AITN'INENT 1 (TYPICAL) HIS FOIM FCR Arr/CPtCTIS 'IO sac.E PIAIT BASE PLATE HANGER LOAO Sutt%RY COMANCHE PEAK nt s F ae r _ or _ F or in ts Swooort CAft

1. PREPMtQ ST:

DATE

2. CNFCKED 87:
8. LOCATION ICESIGN/A$ Bu!LTl*
3. DISCIPLIN(a 4 $UPPORT Ny*6(Pt S. $A$t PLATE TYPCs CC A_I NSER T_4LD_
5. SUP* ORT REve
6. CPSL NL*6tRs
7. CPSL REv!sION=

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10. THIS $H(C1 11 AiT ACNef.N1_0F A T0i AL OF.,,,,,, ATT ACNetNf 5 FCR TNIS $UPT.

(.

11. CENTE RI.INC ' LOC ATION, Is_ F T. f e_ F T., REF. Pf.s9-LOA 05 Fe t SIPS) Per:FT-tIPSI 12.

l F1 l FY } FZ Pa i P'Y j P'2 CESIGN } } I l I i FAULTED i l 1

13. DI A
  • I N.

L8 I N. ) [ g La rh. v I N. .T THETAS

14. LIST OF CANCCO $UP*0RT$a

\\ I,, "g E 'l V 3, Plate latencino 4, p, $1 ICs 15. REY l OATE l PREPAnto 87 CNECRED 87 I I i 16. TR AN$MIT T AL R(COMO REv!$1CH l OATE I ( L.) IGM t 2.'E-CC 1. 2 oecer.er bo5 l

_ -. _. - - >.. ~ - -:s. . 3,> _ 7.. u: ~ _:__s . c2. ,..... ; a _u-J ~1 a e . a 6 0 \\. s TJGCC !CCIEAR D:GINEERING INSTRI.CTICN PEVISICN ISSCE PAGE CiGES DA*5 IMPLEMDMAT*CN & WEB PRCCRM .l WE-DC-22-1 0 12/16/85; 23 7 24 ATDCIMENT 2 (TYPICAL) APP! OVAL T SUF50RIS s TEXAS LTTLITTES GENERATING COMRuT rSc. orrctwtwenAwouw c m m. T. C0wA4CMT Pt.AI $TTA.4 EttCTt!C $*AftCN sub,ses APPRC% AL OF SUlbDiMG. AITAChtGhi F112 no. 30003.12 The feilowing supports have been evaluated by TNE Civil /1dE3 for attachment to the tuttding structure and are approved. Any eussequent the..e el the toads er lecettees given for these sepperts'will regette resubeattal. TRAMSMITTAL 1.E**f t W"SER surrent wuMJtt i l I 1 1 -UT?ftwc! I 1

0. 4. Jones Oett 2 Project Civil testseer Jt3/3h

... Aans File l t i ICIN: TE-OC-22-1. 3 5 j .._.l...,.,.__.._...,_..,,,...__,.__..._._.7Decemoer.,) 99.., m

---'..=-..-:_=: -. :-. y - ..$' h. \\ -- = c, n. ,,=:.,--, .=. n. .;fj g ,4 ' 3 s .... ; c..,,- 4 </.s,,~ pi ~. 4 s. e o . -i .~ i I a Y N 5 x ~ \\ i ~ i s O i ( i, 1 ( i e s. e s. 'IUCCO MICIEAR ENGINEERING 11E:1u.CTION REVISICN ISSUE JAG (. CPSES C:A'IE

c + ;.

t 7 IMPLEMENmTION & WEL 20 GRAM TNE-0C-22-1 0 12/16/85i 24 CF N r, \\Q ,..' l w.%^ s \\ ATDONENT 3 V WMI s S o . s' 4 PEJEETICN T SUPIORIS s N (' b \\. (.

)

6, i, 75c-TEXAS tmLffTES GEN'ERATING COMPANO., i orrctwtuoRANDUM 't 1 To Cea flame. T* ee .,,N-a )2-r, {g , t ~ f ec=enent FtAA STfM IMC*1!C $7JI!O4 5 i.6

  • s_

u,,,, EEv&;iiGA GF 3biaiN AGAaMDi 5 F11.2 no. 30003.10 + i) The fellevts. supperts have been evolvated by tnt *Civ&1/bt3 and have been rejected for the stated ressoas. 6 StTPPoet stm3tR ftApuf?"At UT"It 4 28A50m Pot trJtC* tow '..k.

  • h..

i a -, g l. + t. s. 1 .,l', j _I h, l ( w k s t, \\ s t 4 s [} 5 v s l' ' h j,i \\,,( urtutet. Is' '.,,y-i l e

e. s. aesee Delt 1 Ptejeet C&vtl testseet j

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tstem

] ,N f f 'r / ' >'r (t i ...- Aans rate r, 3.', 3 .1 o I r .s ig I t ,l. k'* n,, ) i ICRO 'D1E-CC-22-1. 4 i . 4.,J .~ i 4 .,o.. ,}}

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