ML102720385
| ML102720385 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 11/02/2009 |
| From: | Florida Power Corp |
| To: | Office of Information Services |
| References | |
| FOIA/PA-2010-0116 S07-0033, Rev 0 | |
| Download: ML102720385 (135) | |
Text
CRYSTAL PIVER,I'!T IN,) 3
- J..'.*,
REACr'OR BUIP.D1..c, r-.EFSSIN;G SYSTEM ID:JNTI.ICATION :,a.-IER CU.
V 2.
OT LENGTH
/5Pt -
SHOP ID: PC /Z
/
CR FIELD WASHER ID: PC lO CR Z3JZ.
- 1. GAI/QA vendor inspecticn cover letter number-FPC 0
_?
___2 DATE Z_______
- 2.
Date tendon" reseiveý n-site 1/679 PMR Number Co 3 G
- 3.
Date installed in ccnduit 7-7Y Installation NCR's Wires removed 0
Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttcnheaded 2r 27-7 Buttonheading NCR'S Bad wires 0
Accept. Rcheads 0
Total Ineffective wires 0
- 5.
Date stressed
/0-/V
' -9 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80'0 ult.)-Pred./Act. /2
, 1 A~
4/
2 Z~
tf t-Off Pressure - Predicted/Actual 75PO
_ 7o S"rl It N/IA Shim Thickness/80% Ultimate Pressure
/
/77V0 IV N/A Unseated/Broken Wires 0
Total effective wires after stressing /
3
- 6.
DaLe Bulk-filled /P"Z3-7-#
Bulk-Filling NCR's Time since installationjXY Inlet Pressure 112.
Outlet Temp.
0 Date end caps refilled:
Shop Field
- 7.
Data compiled by.- 4_--,Organization Date
- I_ _
S.
Additional Coz--ents:
Calculation S07-0033 Re gilu,1
- Page 141 of 325 '1`17 715
A I,
- 01.
CRYSIAl. R1 VUR.,I T NO.
3 Bu,.j~j::
rr i-.ss
,., SYSTEM RYACI,P. BUll I;!::( PI2" FP;'[SSi~
SYSTE U1 IDL:;TIFICAT1O:;UMBER 3.,
/
CUT
.:.!GT1 9
Z SHOP WASHER ID: PC
'2/
CR 778 FIELD WASHEtR ID: PC
/Z/
CR 76Z.
- 1.
GAI/QA vendor insFecticn cover letter nuzb.er-FC 0g
/O0./4 DATE
- 2.
Date tcneon receive! c'-site Z-7 RMR Number 36?Y3
- 3.
Date installed in conduit 7-79 Installation NCR's Wires xemoved 0
Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttcnheaded
/*-/d -7q Buttonheading NCR's Bad wires Z
Accept. Reheads 0
Total Ineffective wires
- 5.
Date stressed I'S 7
Stressing NCR's Date restressed Restressing NCR's SHOP E:;D FIELD END TOTAL
- ,Elongation (1500 psi to 60' ult.)-Pred./Act.
x4y//a
/Z,;:'
/ 1141
'.ft-Off Pressure - Predicted/Actual 010
/*a
__N/A Shim Thickness/80% Ultimate Pressure
//
/7680 "N/A Unseated/Broken Wires Q
Total effective wires after stressing
/6/
- 6.
Date Bulk-filled i"-
I Bulk-Filling NCR's
/687 Time since installation 4V "oo714J Inlet Pressure /-0 Outlet Temp. /
'V Date end caps refilled:
Shop Field
- 7. Data compiled by 2/
Organization Date
/
- 8.
Additional Co=-ents:
Calculation S07-0033 Revision 0 p._£ ef142of32.,W 7
71,
1%,
CRYSIA' F.IVER
'I iT rNO.
3 k: *REACTOR BU1LLD G Pj.,I:G.
SYSTEM IDENTIFICATION N:U.'3ER.2,/
1/
7 CUT LENGTH
/A8 '" /0 3N, SHOP WASH-2'R ID: PC /Z/
CR 7 5-5 FIELD WASHER ID: PC_/Z /
CR
- 50
- 1.
GAIIQA vendor inspecticn cover letter number-FPC l /
1,0/0 DATE 31,/y1
- 2.
Date tendon receive! on-site z 7"'
R.MR Number 37 (0
/
- 3.
Date installed in conduit 7 - Z.?71 Installation NCR's Wires removed Wires replaced 0
Total Ineffective wires
- 4. Date buttonheaded
?-Z-
- 7V Buttonheadin; NCR's Bad wires 0_
Accept.
Reheads Total Ineffective'wires 0
- 5.
Dare stressed
/0S//
- 7 V' tressing NCR's Date restressed Restressing NCR's SHOP E';D FIELD E'D TOTAL Eloniation (1500 psi to 80' ult.)-Pred./Act. /2,8111,//,2' A'A 1
/t 1/2.Y ft-Off Pressure - Predicted/Actual 80 N/A Shim Thickness/80% Ulti.-mte Pressure
/7*
/227O 7V N/A Unseated/Broken Wires Total effective wires after stressing
/63
//-7
- 6.
Date Bulk-filled 7A/
Bulk-Filling NCR's
/
987 Time since installation 9
,..,/$
Inlet Pressure All-______
Outlet Temp. /3 6 Date end caps refilled:
Shop Field
- 7.
Data compiled by /2,-
.Organization 3,1 Date
- 8.
Additional Cos_--nents:
Calculation S07-0033 Kevislon 0 Page 143 of3;ME7 71 A
rb=
..'2,BI r^~
CPY*,'-,',W RIVER iV IT NiO.
3 REAU'OR BUPl.I)!C Pt! r SSIN,, S'STE,,
T EN,: *CN ;
1 R,;',
IuL::;TIFlCATIO:4 3k, 1/
`8 CUT LENGTH
/IS'
- S SiloP 1;AS.LR ID: PC
/2/
CR 7 5-FIELD WA.Si*R ID: PC
/20 CR Z80 I.
GAI/QA vendor inspecticn cover letter nu=ber-FPC i
/a,'/
DATE 3/1//y
- 2.
Date tendon reseived cn-site Z - 8
- 7 M
F.MR Number 3* P '3
- 3.
Date installed in conduit 7-Z 9 - 7A/
Installation NCR's Wires removed W
Wires replaced Total Ineffective wires 0
- 4.
Date buttenheaded a-Z
- 7
-l Buttonheadin; NCR's Bad wires Accept.
Reheads F
Total Ineffective'wires
- 5.
Date stressed 51-18 -7/
Stressing NCR's Date restressed Restressing NCR's SHOP E:;D FIELD END TOTAL
~Elonjatioti (1500 psi to 80%0 ult.)-Pred./Act.
12~/k A.
~'
ift-Off Pressure - Predicted/Actual N7/Ai/72*
N/
Shim Thickness/80% Ultina te Pressure
//&A,'1 2r" N/A Unseate6/Broken Wires 0
Total effective wires after stressing
/6
- 6.
Date Bulk-filled
/1-7 A
l V
Bulk-Filling NCR's
/
8' Time since installation 1,p" Inlet Pressure /60 Outlet Temp. /380 Date end caps refilled:
Shop Field
- 7.
Data compiled by 4., t
-i Organization.
Date
_4_1117,7
- 8.
Additional Co-ents:
Calculation S07-0033 Page 144of32$J.ry' 71
- D CRYSTAL RIVEE UW!
-! 0. 3 3,,%:
r REACTrOR BUILDIgGk PrT.-
FSSIINC SYSTEM IDZ-:;7IFICATION; ';;U:ER i/'
/
7 CUT LENGTH
//c*
8 SHOP W ALIE.R ID: FC /Z 7 CR
-2 7-FIELD WASiIER ID: PC
/2 CR /85a I
GAI/OA vendor in;Pccticr, (.cver letter n"-r-Cr"
/0 4-3 DATE
- 2.
Date ten'!Tn rece&:ei c* -sit i_
2./
-e 7"
RM R Number 17027-
- 3.
Date installed in conduit 7__"__-7
___Installation NCR's Wires removed Wires replaced Total Ineffective wires 0
- 4.
Date buttcnheadied 6- ?74' Buttonheading NCR's Bad wires 0
Accept. Reheads 0
Total Ineffective wires 0
- 5.
Date stres!cd 7-
/?" 7Y Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elon&'ation (1500 psi to 80%. ult. )-Fred. /Act. // 4/,Z~
/1 3 4 1
/l
//
(. ft-Off Pressure - Predicted/Actual 6?10 1 *_
N/A Shim Thickness/80% Ultimate Pressure
/2 17 p__
0 N/A Unseated/Broken Wires 0
Total effective wires after stressing
/63
- 6.
Date Bulk-filled
// 7y Bulk-Filling NCR's
/1.?7 Time since installation 7 4,*4r2f Inlet Pressure /5' 10 Outlet Temp. /4/
0 Date end caps refilled:
Shop Field
- 7.
Data compiled by 2'
"/t.
Organization Date
- 8.
Additional Co-ents:
C Revision 0 907 716 z.zs 1*_5 f325.
c" :', a
.,.CRYSTAL R!VER U'If NO.
3 S.',*
REACTCR BUILDI':G Pr?.'
"ESSING SYSTEM
.,,.,.'TE*D
- F!'
1DLL:.1TFICAT1Oq NUMBER "l 5 V 2 1 CUT LENGTH
- 7 SHOP' W,1S'.--
!D: PC
/2/
CR s'7 FIELD WASHER ID: PC
/Z 0 CR Z(O
- 1.
GAI/CA inspection ccve-or letter nuzber-FPC 1
/
3 DATE Date t.n.... receivei on-site 2-/*-
7901 RR Number
-70Z Z.
- 3.
Date installed in conduit 7-Z*"- 70!
Installation NCR's Wires rceoved 0
Wires replaced 0
Total Ineffective wires 0
- 4.
Date b',uttcnheaded l 9 - 79V Buttonnheadin; NCR's Bad wires 2.-
Accept. Fcheads Total Ineffective wires Z-
- 5. Date stres_l-ed
/
Al - 74'/
Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD E::D TOTAL Elonzgaticn (1500 psi to 80"ft ult.)-?red./Act. //4' i/ r
-Vo
/
(It-Off Pressure - Predicted/Actual 40/0/2 N/A Shim Thickness/S0% Ultimate Pressure 1V/
Ie/
77
.SuI.0 N/A Unseated/Brcken Wires 0
Total effective wires after stressing
/1 3
- 6.
Date Bulk-filled 7I- -7"/
Bulk-Filling NCR's
/
17 Time since installation '
"'bJ Inlet Pressure /I'/
Outlet Temp. /20 Date end caps refilled:
Shop Field
- 7.
Data compiled by._
Organization _
Date _4
_11117,7
- 8.
Additional Co=ents:
(.
Oalmu',atme...
.. 033 Revision 0 907 716
,Pegec15z325
Florida CRYSTAL RIVER UNIT NO. 3 Power REACTOR BUILDING PRESTRESSING SYSTEM TENDON HIISTORY TENDON IDENTIFICATION NUMBER 5 V 20 CT LENGTH SHOP WASHER ID: PC CR FIELD WASHER ID: PC CR
- 1. GAI/QA vendor inspection cover letter number-FPC I DATE
- 2.
Date tendon received on-site RMR Number
- 3.
Date installed in conduit Installation NCR's Wires removed Wires replaced Total Ineffective wires W4. Date buttonheaded Buttonheading NCR's _
Bad wires Accept. Reheads Total Ineffective wires
- 5.
Date stressed Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Slongation (1500 psi to 80% ult.)-Pred./Act.
/
/
Lift-Off Pressure - Predicted/Actual I
__N/A Shim Thickness/80% Ultimate Pressure
/
N/A Unseated/Broken Wires Total effective wires after stressing
- 6.
Date Bulk-filled Bulk-Filling NCR's Time since installation Inlet Pressure Outlet Temp.
Date end caps refilled:
Shop Field
- 7.
Data compiled by
,,'1.
Organization.
F__--
Date
- 8. Additional Coments: BASED 6&J Pt25SCor- - cotUSCO FINJ4_ CcgJSm~Ta4CMiV
~Fr-F c-r1V E W ME SW,-M AAAY 1TDIWL Q:TI-CCT-V4e L4JIr2S DL&CFD, CDIJECLCO0 DATA~ cD~j memrr
~iw 4 I-y04WvDS Calculation S07-0033 Revision 0 Attachment, 716 Page 147 o*W5
CRYMA!
P!VER U2ir NO.
3 r c.
r REACTOR FrU1LDI*
Pr..-'sSING SYSTEM
.., IuT:;FICTIO~N:;:DEFOR
'r V" 2- /
CUT LENGTH
/
SHOP WAZLR ID: PC /21 CR 70 3 FIELD WASHER ID: PC
/1 0
CR
/ 73
- 1.
GAI/OA vendecr Inspcct.in cover lettcr nu.7bcr-FC *
/00 0
DATE 3/./7*"
- 2.
Date ten:-- recev.'-1 cn -sitQ 2 - 2 0 7*"
RMR A~u-ber
- 7 Z 5"7
- 3.
Date installed in conduit 7-2 5- - 7l Installation NCR's Wires removed 0
Wires replaced 0
Total Ineffective wires
- 4. Date buttc.headed
- -9
" 79 Buttcnheadin; NCR's Bad wires Accept. Eeheads 0
Total Ineffective wires
- 5.
Date stressrd
//-
//-
7 Y
.tressing NCR's Date restressed Restressing NCR's SH3P Ea:D FIELD !::D TOTAL Elongation (1500 psi to 80'. ult.)-Fre!./Act.
'/
Yi"'*'
ft-Off Pressure - Predicted/Actual N/A/
,/
J AlA Shim Thickness/60% Ultimate Pressure
/
7720
/
N/A Unseated/Broken Wires
/
Total effective wires after stressing
/& 2.
- 6.
Date Bulk-filled
//-30
- r Bulk-Filling NCR's Time since installation 9/
P' //f Inlet Pressure /2?
d 41r Outlet Temp.
//P Date end caps refilled:
Shop Field
- 7. Data compiled by
-2',~
1 Organization_______________
Date e
- 8.
Additional Co-ents:
Co~ct!_-tien VO7 OO*3 Revision 0 9 76 ge 1
?27 716
0
~-,
I g
I
~
- r~
00%
CRYSTAL RIVER uri r 70. 3 REACT Q`7
, ?!-2 "SSv.
SYSTEM TFN:;PO': j1lST1 "Y iDE:';IFICATIO:1 ',U-DER IV
/ k
/
CUT LENGTH
/
19 -
t.
ilOP WASHER ID: PC /Z./
CR 29?
FIELD WASHER ID: PC
/20 CR
- GAI/QA vendor inspection cover le:rer nu=ber-'PC I
/_
______DATE J
- Date tendon receiv-d on-site 3-RMR Number 3
SZ' Date i.
in condut 7
/"
7V Installation NCR's Wires re:-,.ed 0
Wires re;laced 0
Total Ineffective wires Date bu:* -
9'-9 Buttonheadin; NCR's Bad wires _
Accept. Fchea*es __
Total Ineffective wires Date stressed
/-//
-1"'
Stressing NCR's restressed Restressing NCR's SHOP END FIELD E';D e",4ongation (1500 vsi to 80% ult.)-Pred./Act.
/24/1z
.A,,A'q
- '.'I c-Off Pressure - Predicted/Actual at7M /14tS
/
Shim Thickness/807 Ultimate Pressure 13"
- 9.
/
Unseated/Broken Wires 0
Total effective wires after stressing Date Bulk-filled
/P-2 *-"*
Bulk-Filling NCR's Time since installationj_7 _w.-*41ý Inlet Pressure
//Outlet Temp.
Date end caps refilled:
Shop Field
- Data cor-?:iled by.2?~-'-i<Organization Z/
a a
TOTAL
/Z/
N/A N/A 163 Date
- Additional Co-=ents:
Calculation S07-0033 Revision 0 AIMachrmenlt 2 Page 149 of 325
,.CRYSTAL RIVEP U)I t O. 3 RE A 7 C-'*
I r
sI;r SYSTEM'
..?
......RATC~
PFr :-,
S'-
rT S
'TEDCON HILST, :!Y
-,,,,.,k IDE:;:7-:c.,AtO:T NIUER 6 /
CUT/
7 CiT LEN:CTH
/'91; 2
-lOP WASHER IZ: PC /2/
CR
?93 FIELD WASHER ID:'PC
/2..O CR Z5C-
" GAI/Q,\\ vear inspection cover letter nuzber-FPC b -_/
______DATE 3/zz. Z/17
" Date tendcn received on-site 3 -C -7' RAMR Number 325Z-r
- Date Ins:t-I!ed in ccnduit 7-/e-7,01 Installation N1CR's Wires rc:':ed 0
Wires replaced
__Total Ineffective wires 0
Date b'utta-.headed
/2-7,V Buttonheading NCR's Bad wires Accept. Fc1eads
'/
Total Ineffective wires 0
- Date stressed
?/
" 79 Stressing :NCR's Da" rest:essed Restressing NCR's SHOP END FIELD E';D TOTAL t
onzatic.
(1500 psi to 80Z ult. )-?red. /Act.
/__"
/___
/
/2
/ /
ýiit-Off ?ressure - PredicteZ'/Actual N/A Shim Thickness/80% Ultimate Pressure
/2
/o710 N/A Unseated/Broken Wires O
Total effective wires after stressing
/13 Date Bulk-filled
/
Z-P
-791 Bulk-Filling NCR's Time since installation"j Inlet Pressure.///
r Outlet Temp.
//_
Date end caps refilled:
Shop Field Data conoiled by.Organization Date 7-
- Additionial Conents:
Calculation S07-0033 Revision 0 A*t-*eh...t 2 Page 150 of 325
SEEET 13/4 OF /j Florida Power CORPOIRA Atos CRYSTAL RIVER UNIT NO.
3 REACTOR BUILDING PRESTRESSING SYSTEM TENDON HISTORY TENDON IDENTIFICATION NUMBER 41 V 17 CUT LENGTH SHOP WASHER ID: PC CR FIELD WASHER ID: PC
- 1. GAI/QA vendor inspection cover letter number-FPC I Di
- 2.
Date tendon received on-site RMR Nuber
- 3.
Date installed in conduit Installation NCR's Wires removed Wires replaced Total Ineffective
- 4.
Date buttonheaded Buttonheading NCR's Bad wires Accept. Reheads Total Ineffective wi
- 5.
Date stressed Stressing NCR's Date restressed Restressing NCR's CR ATE wires res SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
Lift-Off Pressure - Predicted/Actual
/
I
/
/
N/A Shim Thickness/80% Ultimate Pressure
/
/
N/A Unseated/Broken Wires Total effective wires after stressing
/It-
- 6.
Date Bulk-filled Bulk-Filling NCR's Time since installation Inlet Pressure Outlet Temp.
Date end caps refilled:
Shop Field
- 7. Data compiled by A4
~
~Organization jzP Date 6-/- ?
- 8. Additional Comments:
6 Ar4-2F, r-TWTI 9 I-6,e rbo iO 40O OA/
PVUC&4-W /E So 0 7fL Cr4)R (DtJVw ClYhiJ r5A!C77V,? WD'C SMMAL.Yy kVD O
L V/Y E0c122S.
Calculation S07-0033 Page 151 of 3907 716
CRYSTAL R!'."ER U'I[ %0. 3
, "ACC..
C 7 D..
';S!:;
SY STEM TE*DO' I
7'STY D:;TIFICATIO:1 NU:LER
- /
" / F' CUT LENGTH
/?J I.
lOp WASHER IT:.PC /2/
CR 95/
FIELD WASHER ID: PC
/ZO0 CR Z/3
" GAIIQ\\ vendor inspection cover letter nmber-FPC
/ /
,/V 2
DATE 3/2 V./2
" Date tendon received cn-stte 3 -P 79 PlMR Number
_7_5-3 Date installed in ccnduit.
/
" 77 Installation NcR's Wires removed Wires replazed 0
Total Ineffective wires 0
- Date buttcnheaded
- P -
Buttonheadin; NCR's Bad wires 0
Accept.
",Rheads 0
Total Ineffective wires 0
Date stressed
/0-/I-7A/
Stressing NCR's Date restressad Restressing NCR's SHOP END FIELD END TOTAL
(,1ongtiotn (1500 psi to *3T ult.)-Pred./Act.
1/"/
/4
- ,/
_/_____
.- Off Pressure-PredictedlActual W7R 14_00
/.1,'/A Shim Thickness/80Q Ultim-ate Pressure 13/00 W
A/+"
N/A Unseated/Broken Wires 0
Total effective wires after stressing
/'3 Date Bulk-filled
/0 Bulk-Filling NCR's Time since installation3
- iAe, 4 i Inlet Pressure Outlet Temp.
/3, 0
Date end caps refilled:
Shop Field Data con.piled by
___,_________________Organization Da te iP/4',517 Additional Cc--=ents:
Calculation S07-0033 Paoe 152 of_2 WS_-
SHEEr 35 O4ZbL Florida CRYSTAL RIVER UNIT NO.
3 Power REACTOR BUILDING PRESTRESSING SYSTEM CofoR.o..,,
TENDON HISTORY
,,.TMON IDENTIFICATION NUMBER
/3 H
C*
r (T
LENGTH
/$S 7
SHOP WASHER ID: PC
/
CR f'
FIELD WASHER ID: PC IZ.
CR //J-P
- 1.
GAI/QA vendor inspection cover letter number-FPC I __
9_01P_4DATE 2//,L/7+1
- 2.
Date tendon received on-site
/7. -/L 7 3 RHR Number
-3
-/ r 7
- 3.
Date installed in conduit 3
/ /
Installation NCR's Wires removed Wires replaced Total Ineffective wires 0
- 4.
Date buttonheaded 7 - ?.? - 7Y Buttonheading NCR's Bad wires 2..
Accept. Reheads 0
Total Ineffective wires 2-.
- 5.
Date stressed
/
-7r Stressing NCR's Date restressed _
Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-PrEd./Act.
" / 5AY
-< ý-
I /ys
/0*
/ /0O Lift-Off Pressure - Predicted/Actual aP,0/6 e, 5,0 0
06 6pO N/A Shim Thickness/80% Ultimate Pressure
- //(,
./71A/
,7 N/A Unseated/Broken Wires Total effective wires after stressing
/' /
- 6.
Date Bulk-filled P
'g Bulk-Filling NCR's Time since installation f-"?/'f Inlet Pressure I/I Outlet Temp.
9P Date end caps refilled:
Shop Field
- 7.
Data compiled by, /2 Organization Date
/
/_
- 8.
Additional Comments:
Calculation S07-0033 revision u Page153of32%07 716
SHEET 3' OF Z1.
Florida CRYSTAL RIVER UNIT NO.
3 Power REACTOR BUILDING PRESTRESSING SYSTEM C0aPolk.&?NO TENDON HISTORY J!EI3DON IDENTIFICATION NUMBER
/3 CU T e
OT LENGTH
/Sh SHOP WASHER ID: PC
/Z/
CR 6/*
FIELD WASHER ID: PC
/Z2.
CR
// 7
- 1.
GAI/QA vendor inspection cover letter number-FPC 0 _
_??6Z DATE 2_/_1_7_
- 2.
Date tendon received on-site
/Z
- /2. -73 PRR Number 3-1.5-7
- 3.
Date installed in conduit 3 "/Y -79 Installation NCR's Wires removed Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonbeaded 7-.Z? -711 Buttonheading NCR's Bad wires 3
Accept. Reheads Total Ineffective wires 3
- 5.
Date stressed 3-/2
- 75" Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
A4 i/'
k f//y
/O/* / /0 Lift-Off Pressure - Predicted/Actual 66/016700 70O0 7000 N/A Shim Thickness/80% Ultimate Pressure 6/9 /76 iv 7
/7&r6, N/A Unseated/Broken Wires 0
Total effective wires after stressing
/O
- 6.
Date Bulk-filled
-8 i
Bulk-Filling NCR's Time since installation f,",',','-'
Inlet Pressure /4/ i' Outlet Temp. //Ye, Date end caps refilled:
Shop Field
- 7.
Data compiled by O
Organization Date
- 8.
Additional Comments:
Calculation S07-0033 vui i
.u
~716
SHEET 3?
OF2Z S"Florida CRYSTAL RIVER UNIT NO.
3 to Power REACTOR BUILDING PPISTFESSING SYSTEM IFAQ650 0 l-O TENDON HISTORY
_-,,E,'NDON IDENTIFICATION NUMBER
/3
.3 7 CJT LENGTH
/f
- 2 //Y SHOP WASHER ID: PC ______
CR 50 7
FIELD WASHER ID: PC
/
2 2.
CR
/ Z. 7 ?..
- 1.
GAI/QA vendor inspection cover letter number-FPC 1
?96/
DATE Z__/_/
- 2.
Date tendon received on-site Za -/8 -73 RMR Number
!Sr___Y
- 3.
Date installed in conduit
.- /B-?V Installation NCR's Wires removed 0
4 res replaced Total Ineffective wires 0
- 4.
Date buttonheaded 7°30
-7,1, Buttonheading NCR's Bad wires
/
Accept. Reheads Total Ineffective wires
/
- 5.
Date stressed
/-3
" *5 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL
- 47.
Elongation (1500 psi to 80% ult.)-Pred./Act.
7//r/4J/ S.'?-/p,'r y.74///O Lift-Off Pressure - Predicted/Actual j72o /_6_700
/675-0 N/A Shim. Thickness/80% Ultimate Pressure 6;Y/&/77200 Z/'
/?7&O N/A Unseated/Broken Wires 0
Total effective wires after stressing
/,2-
- 6.
Date Bulk-filled 8 " Z. I -
Bulk-Filling NCR's Time since installation J"
-r Inlet Pressure /5" Outlet Temp.
Date end caps refilled:
Shop Field
- 7. Data compiled by 2?
Organization Date
- 8.
Additional Cormnents:
Calculation S07-0033 Revision 0 P a g e 155 o f 32 5Q O 7 7 1 6
SUELT
) t(
h or l(e IUjd CRYSTAL RIVER UNIT NO.
3 Power REACTOR BUILDING PRESTRESSING SYSTEM r
-*PO..
.0o TENDON HISTORY
._--T+/-NDON iDENTIFICATION NUMBER (3
H '37 CUT LENGTH SHOP WASHER ID: PC /2 I CR FIELD WASHER ID: PC
- 1. GAI/QA vendor inspection cover letter number-FPC I
_D
- 2.
Date tendon received on-site RMR Number
- 3.
Date installed in conduit Installation NCR's Wires removed Wires replaced Total Ineffective
- 4.
Date buttonheaded Buttonheading NCR's Bad wires Accept. Reheads Total Ineffective wi
- 5.
Date stressed Stressing NCR's Date restressed Restressing NCR's CR ATE wires res SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
Lift-Off Pressure - Predicted/Actual I
/
/
N/A Shim Thickness/80% Ultimate Pressure I
N/A Unseated/Broken Wires Total effective wires after stressing
- 6.
Date Bulk-filled
__Bulk-Filling NCR's Time since installation Inlet Pressure Outlet Temp_
Date end caps refilled:
Shop Field
- 7. Data compiled by Organization F PC-SDate 30_____-2____
- 8.
Additional Cournents: T$.
~j
~
p -aiwT~
6r-
'IT 5(ARVC_ L.LAI'CE Calculation S07-0033 Revision 0 Page 156 of 325 907 716
sun. 371 *o 282-_
/ Sr SkA/6'Z'4rVcE Florda Power COtFOlAtION CRYSTAL RIVER UNIT NO. 3 REACTOR BUILDING PRESTRESSING SYSTEM TENDON HISTORY TENDON IDENTIFICATION NUMBER
/3 C UT7 (it LENGTH SHOP WASHER ID: PC CR FIELD WASHER ID: PC CR
- 1. GAI/QA vendor inspection cover letter number-FPC 0 DATE
- 2.
Date tendon received on-site RMR Number
- 3.
Date installed in conduit InstallationtACR'.'s V-Wires removed Wires replaced Total Ineffect, e wir
.4. Date buttonheaded Buttonheading NCR's Bad wires Accept. Reheads To~al Ineffective wires
- 5.
Date stressed Stressing NCR's Date restressed Restressing NCR's es SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
L Lift-Off ?e.sorL-Predicted/Actual LZ.3 I /25*
4 /IS57 N/A Shim Thickness/80% Ultimate Pressure I
N/A Unseated/Broken Wires 0- &TW L
,Q$
- v. Total effective wires after stressing
/A2
- 6.
Date Bulk-filled Bulk-Filling NCR' s Time since installation Inlet Pressure Outlet Temp.
Date end caps refilled:
ShoZ El Field
- 7.
"Data compiled by Organization 7PC Date S_-/____
- 8.
Additional Coumients: Imspisr9-s u2L~&
Rvics
-78) p.age 157of 325
CRYSTAL. RIVER iUNIT NO.
3 REACTOR BUILDING PR6STRES*ING SYSTEM TENDON SURVEILLANCE RECORD TENDON NO.
131137 LIFT OFF CONDITION RETENSIONING Inspect ion Avg.
Shim Elong-Total Avg.
Shim Elong-Total IReactor Blid.
Period and Force Force Thickness ation Effective Force Force Thickness ation Effective Temperature OF Date Location (kips)
(kips)
(in)
(in)
Wires (kips)
(hips)
(in)
(in)
Wires Int.
Ext.
Coaments 1
2 3
4 5
6 7
8 9
10 H1 12 13 14 iS Original S-1 1624 6 13/16 5 1/2 N/A N/A
/
Stressing 7-30-74 F-3 1634 1629 53/8 4 7/8 162 N/A N/A N/A N/A N/A N/ A s
L-1 1557 6_13/16 N/A i1557 6 13/16 N/A 2-2-78 F-3 1654 1606 5 3/4 N/A 162 1611 1584 5 3/4 N/A 162 95 57 ID 0D0 C3 0 w
oCD E2:
- 3<*
0 0
0D CD)
Cl)
SHEET /3 0 F, o
.A Florida CRYSTAL RIVER UNIT NO.
3 Power REACTOR BUILD111G PRYSTRESSING SYSTEM I
o TENDON HISTORY
/
.TENDON IDENTIFICATION NUMBER
/-a
/-/
CUT LENGTH
/
r 7
SHOP WASHER ID: PC
/Z/
CR 5"6 FIELD WASHER ID: PC
/Z
- 2.
CR //
Y
- 1. GAI/QA vendor inspection cover letter number-FPC I
?*Y7 DATE
_/______
- 2.
Date tendon received on-site
/-/1
- 72Y RMR Number 3___0 3
- 3.
Date installed in conduit
/ 7j/
Installation NCR's Wires removed 0
Wires replaced Total Ineffective wires C
- 4.
Date buttonheaded 7/0
- 7 Buttonheading NCR's Bad wires Accept. Reheads 0
Total Ineffective wires 0
- 5.
Date stressed 2-Zo Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
5/.
r,
/0//
Lift-Off Pressure - Predicted/Actual 6_;76/ 7000 r1/
6 P00 N/A Shim Thickness/80% Ultimate Pressure 7?/
7k/&
C/,i 7 7kO N/A Unseated/Broken Wires C)
Total effective wires after stressing
- 6.
Date Bulk-filled 7-3/- 79 Bulk-Filling NCR's Time since installation P2 1"IvfX Inlet Pressure /Z Outlet Temp.
/x0 Date end caps refilled:
Shop Field
- 7. Data compiled by _______________Organization Date
___/__
- 8.
Additional Comrnents:
i-nlndtinn S07-0033 Revision 0 6O7 716 Page'159-043
I'
.9
'S
- ~
SHEET /1O r
'@ **Power SOQ 0I 0 n A' 0 0 CRYSTAL RIVER UNIT NO.
3 REACTOR BUILDI:C PRESTRESSING SYSTEM TENDON HISTORY TENDON IDENTIFICATION NUMBER
'Z
/'
CUT LENGTH
/
(-"-
SHOP WASuER iD: PC
/-
/
CR 3-2, FIELD WASHER ID: PC
/Z. 2.
CR
/ /
- 1.
GAI/QA vendor inspection cover letter number-FPC I DATE 2/
- 2.
Date tendon received on-site
/-/6
. 70/
RMR Number 3603 5-
- 3.
Date installed in conduit Z-Z.- ? "
Installation NCR's Wires removed Wires replaced C
Total Ineffective wires
- 4. Date buttonheaded
-0/o
/
Buttonheading NCR's Bad wires 0
Accept. Reheads 0
Total Ineffective wires C
- 5.
Date stressed 2-Z
-- 75 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL
- Elongation (1500 psi to 80% ult..)-Pred./Act.
I'rl *f-*-
Y
//° i/
Lift-Off Pressure - Predicted/Actual 6s7O
//
ý6,*?te /*-(O N/A Shim Thickness/80% Ultimate Pressure 7'
/ 7',r 72ý(V N/A Unseated/Broken Wires 0
Total effective wires after stressing
/e
- 6.
Date Bulk-filled 7- _/- 7A Bulk-Filling NCR's Time since installation 6 A'v""
Inlet Pressure
/4/
Outlet Temp.
/+_
Date end caps refilled:
Shop Field
- 7.
Data compiled by
_-Zr Organization
._4 Date8._Additional___ens
- 8.
Additional Comments:_________________________________
rcalculafton 807-3033 Revision'
'j
. tachment 2
_---ge 01
SHEET /9/
C Florida i%6,~ Power CRYSIAL RIVER UNIT NO.
3 REACTOR BUILDING PRESTRESSING SYSTEM TENDON 111STORY TENDON IDENTIFICATION NUMBER
'e2
/ 6,"2 CUT LENGTH
/
/4_
SHOP WASHER ID: PC
/2
/
CR
-S/
FIELD WASHER ID: PC
/Z2.
CR //V4'`
I.
GAI/QA vendor inspection cover letter number-FPC I
??S?
DATE
_/___
- 2.
Date tendon received on-site
/-/6
- 79I RMR Number 03__,_S-
- 3.
Date installed in conduit
/
2.
- 74Y Installation NCR's Wires removed 0
Wires replaced 0
Total Ineffective wires C>
- 4. Date buttonheaded 7 -/
79 Buttonheading NCR's Bad wires Accept. Reheads Total Ineffective wires
- 5.
Date stressed Z., -
7, J Stressing NCR's Date restressed Restressing NCR's /
SHOP END FIELD END TOTAL ef"-'
Elongation (1500 psi to 80% ult.)-Prdd./Act.
1,4rr j~,/-
6j.
1 //
Lift-Off Pressure - Predicted/Actual 6,56
?7O 4-i 0
N/A Shim Thickness/80% Ultimate Pressure 743r
/7*0 b
7.3O N/A Unseated/Broken Wires 5
Total effective wires after stressing
/*,e
- 6.
Date Bulk-filled 9
- 7 y Bulk-Filling NCR's Time since installation ;7 Inlet Pressure 2-f Outlet Temp. /I-2 Date end caps refilled:
Shop Field
- 7. Data compiled by O.*.
Organization 4_,
Date
___/0'17 7
4 f m I
J I i
- 8.
Additional Conments:
(
S07 -0033 RevislOn 0 page b1 u!32
Florida CRYSTAL PIVER NIT 110.
3 Power R^EAL'OR BUll.l!., PrI <rrP.SSIN(; SYSTEM TENDON hISTIORY TENDON IDENTIFICATION NUMBER o616 CUT LENGTH 13 SHOP WASHER ID: PC
/Z.0 CR 3-7!
FIELD WASHER ID: PC 121 CR 107L
- 1. GA1/QA vendor inspection cover letter number-FPC I f6*Y DATE P//__91
_3
- 2.
Date tendon received on-site _. - IO -3 RMR Number
- 3.
Date installed in conduit 4-
) ). 1k Installation NCR's Wires removed 0
Wires replaced e__
Total Ineffective wires 0
- 4.
Date buttonheaded G
a,71 - -1 L Buttonheading NCR's Bad wires 0
Accept.
Reheads Total Ineffective wires 0
- 5.
Date stressed 1,5 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL
,Elongation (1500 psi to 80% ult.)-Pred./Act. J'/'/ IS-12
/',
/40 116141 Lift-Off Pressure - Predicted/Actual 6710 I*7$10 6730 146So N/A Shim Thickness/80% Ultimate Pressure 6 /
77rO
/___
N/A Unseated/Broken Wires 0
Total effective wires after stressing
/63
- 6.
Date Bulk-filled N\\- L--W Bulk-Filling NCR's Time since installation_
,,-j* Inlet Pressure Outlet Temp.
Date end caps refilled:
Shop L
ý
_L).-75 Field L4-.-II--.11i
- 7. Data compiled by A1.2?
eý&
Organization Date __
7_
- 8.
Additional Comrnents:
Calculation S07-0033
-........Page 162of325007 71 r
Florida CRYSTAL RIVER UNIT NO.
3 Power REACTOR BUILDING PlI.STPESSING SYSTEM c n it r c
P a v,,,n wTENDON HISTORY TENDON IDENTIFICATION NUMBER_
't CUT LENGTH
/S
/
SHOP WAS11ER ID: PC /2./
CR 374 FIELD WASHER ID: PC
/Z/
CR 717
- 1. GAI/QA vendor inspection cover letter number-FPC 1 _
___DATE 9_/_/_f1_3
- 2.
Date tendon received on-site C1 -75 RMR Number.3 _)
- 3.
Date installed in conduit S
_- 114' Installation NCR's Wires removed Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded JC 1
-LF.
ButtonheadIng NCR's Bad wires 0
Accept.
Reheads 0
Total Ineffective wires
- 5.
Date stressed 3-1 75 Stressing NCR's Date restressed Restressing NCR's SH1OP END FIELD END TOTAL
(;4 Elongation (1500 psi to 80% ult.)-Pred./Act. f4"' If7l'y SJ$,
r______
Lift-Off Pressure - Predicted/Actual 476o/d4'oo 67/0 7000 N/A Shim Thickness/80% Ultimate Pressure 7/f /1770 7,-
6 7(,6 N/A Unseated/Broken Wires 0
Total effective wires after stressing
/993
- 6.
Date Bulk-filled 1 I -
-7+
Bulk-Filling NCR's Time since installation X
Inlet Pressure a
Outlet Temp. J Date end caps refilled:
Shop l
- k. -
71-5 Field L
f-
-7*5
- 7.
Data compiled by Organization Date Y/2____________7__
- 8. Additional Comments:
Calculation S07-0033 Revision 0 Page 16a.L.3297_?
"3-Florida CRYSTAL RIVER UNIT NO. 3 Power REActor BUILDING PIrisrFSSlNG SYSTEM TENDON HISTORY TENDON IDENTIFICATION NUMIBER CUT LENGTH SHOP WASHER ID: PC
/Z./
CR 3_
FIELD WASHER ID: PC/2/
CR 940
- 1.
GAI/QA vendor inspection cover letter number-FPC 1 8 ?4 DATE 9/__/_
- 2.
Date tendon received on-site C"M
/-V7 R'R Number
- 3.
Date installed in conduit 1+--
4_
-'*t Installation NCR's Wires removed 0
Wires replaced
- 4C3, Total Ineffective wires O
- 4.
Date buttonheaded
-O
-,:1--T)-
Buttonheading NCR's Bad wires 0
Accept.
Reheads C
Total Ineffective wires 0
- 5.
Date stressed 3
Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL f~ Elongation (1500 psi to 80% ult.)-Pred./Act.
f/5/Y s,-,i,'Y /'
i Lift-Off Pressure - Predicted/Actual 674c 1 3* O16,?-00 N/A Shim Thickness/80% Ultimate Pressure 7ZY/?$1 7Z.,
4 '
766 N/A Unseated/Broken Wires Total effective wires after stressing
/*_
- 6.
Date Bulk-filled jJ-
-7 1 f Bulk-Filling NCR's Time since installation j
Inlet Pressure 55 Outlet Temp.
0 Date end caps refilled:
Shop j I*,.5 Field i+-/i*--'j
- 7.
Data compiled by Organization Date __
- 8.
Additional Coimnents:
C, Calculation S07-0033 Revision 0 Page164o-325-.qn7-71A_
- 0, " Fo CRYtAL. RIVER 1O.IT NO 3
ajj6j Po r REACIOR BU1LD!",
PI"GP STFFSSING SYSTEM 00 TENDON 111STcRY TkNDON IDENTIFICATION NUMBER N
". I*2p CUT LENGTH
/_"
___/
SHOP WASHER ID: PC /2.0 CR 7Y' FIELD WASHER ID: PC /22-CR //311
- 1. GAI/QA vendor inspection cover letter number-FPC # _
P_2_
DATE 10/311/73
- 2.
Date tendon received on-site I
) 7 - 1*
RIR Number 3a
,Lo% i
- 3.
Date installed in conduit
- 15 7 -
Installation NCR's Wires removed Wires replaced 0
Total Ineffective wires s
- 4.
Date buttonheaded C1-
)CJ" 7
Y Buttonheading NCR's Bad wires 13 Accept.
Reheads
/2_-
Total Ineffective wires
/
- 5.
Date stressed -
Stressing NCR's Date restressed Restressing NCR's SHOP LND FIELD END TOTAL SElongation (1500 psi to 80% ult.)-Pred./Act.
5 5/,
//
/0
/4-Lift-Off Pressure - Predicted/Actual 46/
600 01 60 N/A Shim Thickness/80% Ultimate Pressure 7/
/7700
%*4L*
n 0
N/A Unseated/Broken Wires 2-Total effective wires after stressing
/60*
- 6.
Date Bulk-filled j.lj-7 *I Bulk-Filling NCR's Time since installation (* vvwi)\\j[,Inlet Pressure 2 Outlet Temp.
/30Q Date end caps refilled:
Shop L]-- i/k-- 7.5 Field L._ /I /7.
-75
- 7.
Data compiled by Z
- 2-Z Organization Date
ýy17 7
- 8.
Additional Comments:
Calculation S0Z-0033 Revision 0 nf7 7 1F
-"-_ _ __-P ge 165 of 325-....
Florida C(RYSIAL RIVER
! ItIT NO.
3 Power REACTOR BUILDINI*fG PEh S1TISSING SYSTEM TENDON HISTORY Tt.NDON IDENTIFICATION NUMBER 1
/.;/2/
CUT LENGTH
/
SHOP WASHIER ID: PC /ZO CR 167 FIELD WASHER ID: PC 122-CR //'//
I.
GAI/QA vendor inspection cover letter number-FPC N 11/4 DATE
- 2.
Date tendon received on-site _/ C"
/-
- 7 3 RHR Number
.3 3 6- 0
- 3.
Date installed in conduit
'4 -- a 3-7 Lj.
Installation NCR's Wires removed 0
Wires replaced 0
Total Ineffective wires
- 4.
Date buttonheaded
- /9
- q-Buttonheading NCR's Bad wires
/
Accept. Reheads 0
Total Ineffective wires
/
- 5.
Date stressed
-Q 7
7-.
Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
Sr/,/r
.r4-1.s-4
/o'/1
/
//o' Lift-Off Pressure - Predicted/Actual (72
/00 73o S
N/A Shim Thickness/80% Ultimate Pressure Ir
/ 7700 rY'I j7XY6 N/A Unseated/Broken Wires C0p Total effective wires after stressing
/62..
- 6.
Date Bulk-filled A_
I_
U.
Bulk-Filling NCR's Time since installation
Ž-
Inlet Pressure 5
outlet Temp. JQ Date end caps refilled:
Shop
+/--
7/---5 Field I L.
- 7'.
- 7.
Data compiled by 2*. 6 Organization D at e
//7
- 8.
Additional Comments:
Calculation S07-0033 Revision 0 007 71
-Page 166 of-325
SILEET ZCOF0 zez..
/ rSUCUfrLAsqJC F Florida Power C 0itPC
- Oka,
- 1. 004 CRYSTAL RIVER UNIT NO. 3 REACTOR BUILDING PRESTRESSING SYSTEM TENDON HISTORY TENDON IDENTIFICATION NUM BER CU
/1 2/
OJT LENGTH SHOP WASHER ID: PC CR FIELD WASHER ID: PC CR
- 1.
GAI/QA vendor inspection cover letter number-FPC #
DATE
- 2.
Date tendon received on-site RMR Number
- 3.
Date installed in conduit Installation NCR's Wires removed Wires replaced Total
- 4.
Date buttonheaded Buttonheading NCR's Ineffective wires Bad wires Accept. Reheads
- 5.
Date stressed Total Ineffective wires Stressing NCR's Restressing NCR's SHOP END Date restressed FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
I Lift-Off Press; e - Predicted/Actual(v'xn) 1q25.4 //Y$..T Lbcv.01:1: Fe4c-e Shim Thickness/80Z Ultimate Pressure 4-LAO PAV.
Unseated/Broken Wires p-tv" StLV.
Total effective wires Date Bulk-filled Bulk-Filling NCR's Time since installation Inlet Pressure after stressing N/A N/A N/42 6.
Outlet Temp.
Date end caps refilled:
- Shop, Field
- 7. Data compiled by 19
~
~Organization F#4:L(
Date
-1112 76
- 8.
Additional Co-m-ents:
_J5tPCci/i
- S7-S.ejL,,
--. (/-/o-?B)
) 2ý 7-
- PCA -MDr~J oP IZUST%-
CokROfTVlbJ Lnc L
-ickc F1 For2CE (s,Sit-59mra A5 ur--OFF
- 3) iU 0 V
-rJ-. '
CýeAC6J Ar A-.Ch1wV 41Gf SW V_0)SfM ro
&ZOc syOJ (.%.") 'ATA (S/,'I Calculation S07-0032 Revision 0 Page 167 of 32?07 716
CRYSTAL RIVER UNIT NO. 3 REACTOR BUILDING PRESTRESSING SYSTEM TENDON SURVEILLANCE RECORD TENDON No.
46H21 Inspection Period and LIFT OFF CONDITION RETENSIONING Avg.
Shim Elong-Total Avg.
Shim geons-Total Reactor Bids.
Force Force Thickness ation Effective Force Force Thickness ation Effective Temperature OF Date Location (kips)
(kips)
(in)
(in)
Wires (kipa)
(kips)
(in)
(in)
Wires int.
Ext.
Comments 1
2 3
4 5
6 7
a 9
10 I1 12 13 14 15 original S-6 1624 5 5/8 5 1/8 N/A NIA N/A Streasing 2-7-75 F-4 1682 1653 5 9/16 5 1/4 162 N/A N/A A
MIA N/
N/A let S-6 1458 5 3/4 N/A 1458 5 3/4 N/A 1-10-78 F-4 1546 1502 5 9/16 N/A 163 1514 1536 5 9/16 N/A
)
106 41 5
wt/
/2-/-/q"a3 S-4 14<23
__ ?1
__1 1112Ž7 A125' 51% ýv Aih L1.2 A-1,9 N1, MIA 1/5-4FdbOAZ 0.1 6JQS ~j)cDOkv Xem avro.
-0
- U 0)
(a 0
0 CD)
C>)
w w*O
z.,
-i COAP 0o.aa..
TENDON HISTORY tENDON IDENTIFICATION 1,UMBER _"_______, __,__CUT LENGTH
/_____"_____---
SHOP WASHER ID: PC
/2-0 CR l/l FIELD WASHER ID: PC /Z Z.
CR //,Y0
- 1. GAI/QA vendor inspection cover letter number-FPC I 2'5-DATE /0/3/173
- 2.
Date tendon received on-site 9 -
1M7 PJR Number
'_o,1
- 3.
Date installed in conduit L4 -
, J Installation NCR's Wires removed Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded
-- 1 J A-4 Buttonheading NCR's Bad wires
/
Accept.
Reheads Total Ineffective wires
/
- 5.
Date stressed
-__________Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL r~ Elongation (1500 psi to 80% ult.)-Prel./Act. f~//$
'j f'
i'~,o/
Lift-Off Pressure - Predicted/Actual 6720 1/7rTO 673-0 7C00 N/A Shim Thickness/80% Ultimate Pressure
/770
/ 7"+0 N/A Unseated/Broken Wires Total effective wires after stressing
/
2
- 6.
Date Bulk-filled 'I-
'[
Bulk-Filling NCR's Time since installation Inlet Pressure I
Outlet Temp. j30 Date end caps refilled:
Shop Field
.+-
)lA-- 5
- 7. Data compiled by
~
4 Organization_
Date __
- 8.
Additional Comnents:
Calculation S07-0033 ReviSiuii 0 Page169of32007_QJ16
0*O Florida CRYSTAL RIVER 1 N.lIT NO.
3 Power REACTOR BUILDIN PP,.STRFSING ir.,4DON IDENTIFICATION NUMBER
_*/_
CUT LENGTH
/_
SHOP WASHER ID: PC QJ.
CR q5/ 7 FIELD WASHER ID: PC CR I.
GAI/QA vendor inspection cover letter nuriber-FPC 1 737Z DATE
___Z_
/73
- 2.
Date tendon received on-site Jo -
4
- -7 3 RMR Number 3
l I
- 3.
Date installed in conduit 8
7 3 Installation NCR's Wires removed Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded
(" )Q -
Buttonheading NCR's Bad wires Accept.
Reheads C;,
Total Ineffective wires
- 5.
Date stressed I -75 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80%. ult.)-Pred./Act. f/?'/
/Ir i
/f
// ",0 Lift-Off Pressure - Predicted/Actual W'IW / 6 rSO 1
76"O / J0 N/A Shim Thickness/80% Ultimate Pressure
/ 77-/77"00 N/A Unseated/Broken Wires 0
Total effective wires after stressing (Q3
- 6.
Date Bulk-filled Bulk-Filling NCR's Time since installation 5 g
inlet Pressure Oe outlet Temp.
0 Date end caps refilled:
Shop "7
5 Field L. -
- 7.
Data compiled by
?,
'iV
- Organization J
Date
- 8.
Additional Comments:
mrn iIrtidano.007-Q0133 Revision 0,10, "
--Page 170 of 325
Florida CRYSTAL RIVER !!NIT NO.
3 Power REACTOR BU1LD!W';r;Pill SrRESSI*G SYSTEM
~flfPO~hO
~TENDON 11LSTORY N
4-ADON IDENTIFICATION NUMBER
.5/ /-/
L CUT LENGTH
/f. - 7 SHOP WASHER ID: PCJ J.
CR FIELD WASHER ID: PC 1Q1 CR 4y
- 1. GAI/QA vendor inspection cover letter number-FPC 7 9372 DATE
/X_/2017.3
- 2.
Date tendon received on-site )O# -23 RMR Number 33*iP
- 3.
Date installed in conduit
),P
-7
-" 7.3 Installation NCR's Wires removed 0
Wires replaced Total Ineffective wires 0
- 4.
Date buttonheaded Jo" 1,Q-7*?
Buttonheading NCR's Bad wires 6
Accept.
Rcheads Total Ineffective wires 0
- 5. Date stressed 3-2 3 -75 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred. /Act. Jrý'r,$/ rj& 5'-,/
~Ye
/0 YY /D/A Lift-Off. Pressure - Predicted/Actual 7
/600
$75"0,
/ (80 N/A Shim Thickness/80% Ultimate Pressure 77/V17170 73/4 /7700 N/A Unseated/Broken Wires 0
Total effective wires after stressing
- 6.
Date Bulk-filled /6" 716 Bulk-Filling NCR's Time since Installation 4 c
-b
__ Inlet Pressure 3 Outlet Temp.
13(o° Date end caps refilled:
Shop 1-4 -'7.75 Field J+- }5. )5
- 7. Data compiled by 2
Organization
- 1-A...
Date 1_
__7_
- 8.
Additional Comments:
C*IetI~tinn $07-0033 Revision 0,I,*
Page 171 of 325
Florida CRYSTAL PIVER UNIT NO.
3
- Power REACTOR Bt11LDI!Ný Pi1,srPE-ssINc SYSTEM 0
c n*o%....
ao TENDON HIlSTORY TENDON IDENTIFICATION NUMBER
-/
,q CUT LENGTH
- 6 SHOP WASHER ID: PC J*
CR FIELD WASHER ID: PC jQ CR I.
GAI/QA vendor inspection cover letter number-FPC I 23-,
DATE //174/,3
- 2.
Date tendon received on-site 9_-_ '1 RMR Number
- 3.
Date installed in conduit J
e5 -
-7*3 Installation NCR's Wires removed Wires replaced 6_
Total Ineffective wires 0
- 4.
Date buttonheaded Buttonheading NCR's Bad wires Accept.
Reheads O_
Total Ineffective wires
- 5.
Date stressed I
! - -7 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
___/__r f'.-1v7/r
/079//0 k,
Lift-Off Pressure - Predicted/Actual 6W/0 / 6d-o 676"0 / 6O N/A Shim Thickness/80% Ultimate Pressure 6
/77MO
( 0 7700 N/A Unseated/Broken Wires 0
Total effective wires after stressing j6-3
- 6.
Date Bulk-filled A-_
--79 Bulk-Filling NCR's Time since installation i Inlet Pressure Outlet Temp. J*3 0
Date end caps refilled:
Shop 75 Field 4+ - 1*- 75
- 7. Data compiled by ZZ.
Organization Date
_______________7_
- 8.
Additional Comments:
Calculation S07-0033 Revision U Page 172 of 325 no i
' r
Florida CRYSTAL RIVER,,11I NO. 3 Power
~REACTOR B1JIL~TIIý.ý PFL 'T.J.'SSING SYSTEM C O-,aAI O TENDON !iiSTORY TENDON IDENTIFICATION NUMBER
_________CUT LENGTH
/ff SHOP WASHIER ID: PC
/
/
CR 3 FIELD WASHER ID: PC /2 2
CR ///3
- 1.
GAI/QA vendor inspection cover letter nurber-FPC 8 8720 DATE PI/-3/75
- 2.
Date tendon received on-site
ý 7-3 RMR Number 3/3 53
- 3.
Date installed in conduit I
- Iq'-/7-3 Installation NCR's Wires removed 0
Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded 5"
-00 74 Buttonheading NCR's Bad wires
/
Accept.
Reheads 0
Total Ineffective wires
/
- 5.
Date stressed _
/
75 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL
'~Elongation (1500 psi to 80% ult.)-Pred./Act. A14
/jx
- -7r ~//-
Lift-Off Pressure - Predicted/Actual VA' 167TO 4700 /47fO N/A Shim Thickness/80% Ultimate Pressure
./o'i/ VA
ý '/ r 57`o N/A Unseated/Broken Wires Total effective wires after stressing
/*
2--
- 6.
Date Bulk-filled 7-/57?
Bulk-Filling NCR's Time since installation1 M
Inlet Pressure Q Outlet Temp.
J:5 0
Date end caps refilled:
Shop *__-3
-,5 Field
_"/-4-_
- 7.
Data compiled by Organization Date 7/_
7
- 8.
Additional Comments:
Calculation S07-0033 Page 1730of-3,M7.71F
Florida CRY)TAL RIVER UNIT NO. 3 Power REACTOR ],UILDINI!,
P,!15SrFFSS1NG SYSTEM TENDON IILSTORY TENDON IDENTIFICATION NUMBER CUT LENGTH ff '- 2 A SHOP WASHER ID: PC /10 CR FIELD WASHIER ID: PC
//
CR 6-0?
- 1.
GAI/QA vendor inspection cover letter number-FPC I 6P20 DATE 9_113,17
- 2.
Date tendon received on-site c)3 --7*
P3RR Number J 35
- 3.
Date installed in conduit I7" i 1{-73 Installation NCR's Wires removed 0
Wires replaced Total Ineffective wires 0
- 4.
Date buttonheaded f'-c Buttenheading NCR's Bad wires Accept.
Reheads Total Ineffective wires 0
- 5.
Date stressed Q-:
9 Stressing NCR's Date restressed Restressing NCR's SHOP LND FIELD END TOTAL
('* Elongation (1500 psi to 80% ult.)-Prel./Act.
r/ri*Yi&
1
'-//Of4*
//0 4
Lift-Off Pressure - Predicted/Actual IW (O
I 00 0$40 1,-%"0' NIA Shim Thickness/80% Ultimate Pressure 6
- 7/770 6._'
7700 N/A Unseated/Broken Wires 0
Total effective wires after stressing
/1e3
- 6.
Date Bulk-filled (2 /3 -7/-
Bulk-Filling NCR's Time since installationl MO _X Inlet Pressure Outlet Temp.
Date end caps refilled:
Shop *-
I-75 Field
-/V-'
- 7.
Data compiled by.
1-4 Organization Date
__1177
- 8.
Additional Comments:
Calculation S07-0033 Page.174of32e7 71$;
- 'i'-
Florida CRYSTAL PIVER INIT NO.
3 A a 40 Powe REACTOR BU1LDI!;fl, Pr' s~ripF.ssirNG SYSTEM tC P-Te TENDON HISTORY
,LNDON IDENTIFICATION NUMBER C'U 1/3/
CUT LENGTH
/f" 6*/'
SHOP WASHER ID: PC /2-0 CR /&Y FIELD WASHER ID: PC /Z/
CR
- 1.
GAI/QA vendor inspection cover letter number-FPC I
?2O DATE 1/'J/73
- 2.
Date tendon received on-site R-S)-'73 RMR Number 3)853
- 3.
Date installed in conduit
)-
)S-73 Installation NCR's Wires removed 0
Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded 6-
-7q Buttonheading NCR's Bad wires Accept. Reheads 60 Total Ineffective wires 0
- 5.
Date stressed 1-
"7 Stressing NCR's Date restressed Restressing NCR's SHOP LND FIELD END TOTAL
- '7 Elongation (1500 psi to 807. ult.)-PreJ./Act.
f'/5*'r r$'i- /rfr io.¢, //e'.
Lift-Off Pressure - Predicted/Actual 167'OO
/7000 S750 /*9*
N/A Shim Thickness/80% Ultimate Pressure 61' /7770 6 17700 N/A Unseated/Broken Wires 0
Total effective wires after stressing
/63
- 6.
Date Bulk-filled G-/13 --7q Bulk-Filling NCR's Time since installation 3 Mq7N-U Inlet Pressure '
Outlet Temp.
Date end caps refilled:
Shop 3 -
L 5....
Field
"/
_ 5-75
- 7.
Data compiled by.22Organization Date 4/e 7 7
- 8.
Additional Comments:
Calculation S07-0033 Revision 0 Page 175 ef.-39 77
SHEET
- ~
0 F~J
/~*3t Florida CRYSTAL RIVER U:IT NO.
3 0-74__.01, Power
- REACTO, BUILDING PiE *rRESSING SYSTEM
_e...*
c n............
oh TENDON HISTORY TENDON IDENTIFICATION NUMBER
/O J
CUT LENGTH
/
"- Z /Z.
SHOP WASHER ID: PC 121 CR FIELD WASHER ID: PC0J CRgo'
- 1.
GAI/QA vendor inspection cover letter number-FPC 1
/0202 DATE E______
- 2.
Date tendon received on-site
%_3-_
RMR Number
,39O;,ZO
- 3.
Date installed in conduit
-,5-/O-7/ /
Installation NCR's /368 Wires removed 2-Wires replaced 0
Total Ineffective wires 2..
- 4.
Date buttonheaded
/0 "-Z. 7 Buttonheading NCR's Bad wires 9
Accept. Reheads I/
Total Ineffective wires
- 5.
Date stressed 1/-6-74 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act. q
/ý LA" Ii 9,i
__iki"_
Lift-Off Pressure -
Predicted/Actual
('7kJ/
16A b L,501CW1o0 N/A Shim Thickness/80% Ultimate Pressure
-7 17___
N/A Unseated/Broken Wires Z
Total effective wires after stressing ___.
- 6.
Date Bulk-filled
- -j-5 Bulk-Filling NCR's Time since installation
_0__
M" Inlet Pressure 1 IS.... Outlet Temp. JQ_ O Date end caps refilled:
Shop Field
- 7.
Data compiled by J
/
Organization Date
_7 7 7
- 8.
Additional Comnments:
Calculation S07-0033 Revision 0
SHEET 2,,
OF Florida
,- 04 Power
ýItO..n%**so*
CRYSTAL RIVER i:1IT NO.
3 REACTOR BUILDING PII.-ilRESSING SYSTEM TENDON HISTORY TENDON IDENTIFICATION NUMBER CU/28
.JT LENGTH SHOP WASHIER ID: PC CR FIELD WASHER ID: PC CR
- 1. GAI/QA vendor inspection cover letter number-FPC F DATE
- 2.
DaLe tendon re
- 3.
Date installed Wires removed
- 4.
Date buttonhea Bad wires
- 5.
Date stressed Date restresse ceived on-site RMR Number in conduit Installation NCR's Wires replaced Total Ineffective wires ded Buttonheading NCR's Accept.
Reheads Total Ineffective wires Stressing NCR's
_d Restressing NCR's SHOP END FIELD END 500 psi to 80% ult.)-Pred./Act.
/
I sure - Predicted/Actual
/
/80% Ultimate Pressure
/
en Wires Total effective wires after stressing led Bulk-Filling NCR's stallation Inlet Pressure Outlet Temp.
refilled:
Shop Field by Organization Date 4ý1'k
/4A7 17 r
Elongation (15 Lift-Off Press Shim Thickness Unseated/Broke
- 6.
Date Bulk-fil2 Time since ins Date end caps
- 7.
Data compiled TOTAL
/
N/A N/A
- 8.
Additional Coaents: *.22oo77.i
-r_ -
/ZO 64 7
Z/ 5 ; //
- ýZ (2
46*e.' /ra
6
-'J90
-./
(1,7/)
- //
16200 6/f,,7) ooy5*/,'e,)
F*/l oo-
&37-
-Tm,
%W. up mm,.,A Calculation S07-0033 Revision 0
-ii~i Florida CRYSTAL RIVER L:IT NO. 3 to Power REACTOR BUILDI, G Pw rRESSING SYSTEM
,66 TI.:I)i4ON HliSTORY TENDON IDENTIFICATION NUMBER
/.2 9 CUT LENGTH
/V-
/V+0 SHOP WASHER ID: PC J;:L CR FIELD WASHER ID: PC J
CR
- 1.
GAI/QA vendor inspection cover letter number-FPC k
L DATE
.__/_i
- 2.
Date tendon received on-site k__ _-_
___-7_
RMR Number 35O 0/2/0
- 3.
Date installed in conduit J__ -
7-_1_
Installation NCR's Wires removed 0
Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded 9-23-'_
Buttonheading NCR's Bad wires,
Accept.
Reheads 7
Total Ineffective wires
/
- 5.
Date stressed _____
_____Stressing NCR's, Date restressed Restressing NCR's SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
'-55/
Lift-Off Pressure - Predicted/Actual G
/-7_10
/6j -
j
/
U74QLijb N/A Shim Thickness/80% Ultimate Pressure
- d
/7(40 7
/77o0 N/A Unseated/Broken Wires Total effective wires after stressing 161 I
- 6.
Date Bulk-filled j
Bulk-Filling NCR's Time since installation I.)/rt Inlet Pressure 0 Outlet Temp.
/
Date end caps refilled:
Shop Field
- 7.
Data compiled by
________________Organization_______________
Date
- 8. Additional Coments: __n __on__*
-4
,Ae (o)..,;e,,o,/.*
T,/,
Calculation S07-0033 Revu.s;o.. 0-
.9..
w Attachýmen* 2;
-+ --- ::--:.* -" *
-a- * ---
..,.'aU
.m f*,
+'"..
SHEET 2?96 OF
% Florida
~Power
- %49606.
C.... A I......
CRYSTAL RIVER LPIT NO.
3 REACTOR BUILDItNG P1i.
rRESSING SYSTEM TENDON 111STORY TENDON IDENTIFICATION NURBER ei)
/2
?
CJT LENGTH SHOP WASHER ID: PC CR FIELD WASHER ID: PC
- 1.
GAI/QA vendor inspection cover letter number-FPC 11 D
- 2.
Date tendon received on-site RMR Number
- 3.
Date installed in conduit Installation NCR's Wires removed Wires replaced Total Ineffective
- 4.
Date buttonheaded Buttonheading NCR's Bad wires Accept.
Reheads Total Ineffective wi
- 5.
Date stressed Stressing NCR's Date restressed Restressing NCR's CR ATE.
wires res SHOP END FIELD END TOTAL
(
Elongation (1500 psi to 80% ult.)-Pred./Act.
Lift-Off Pressure - Predicted/Actual Shim Thickness/80% Ultimate Pressure Unseated/Broken Wires Total eff
- 6.
Date Bulk-filled Bulk-Fill Time since installation Inlet Pre Date end caps refilled:
Shop
- 7.
Data compiled by
/
I
/
/
/
_N/A
/__
i
_N/A ective wires after stressing
.ing NCR's
- ssure Outlet Temp.
Field Organization__
1/2*/"
/2.
Date
- 8.
Additional Comnents: 6/,e
,*sca,,-
/?Aa/ iaafljp f
Zooa' 3/4~
j-/~o
,%ee2#Z.
4'*/#
~ t'eojearA.P9
",4,/7e' ze'a Y'j/
~w Caffiuff;.;u,. 307-om3 Revision 0 r,,7 /11.
r
SHELl
.3 OFJ.3 Florida CRYSTAL RIVER U!IIT NO. 3 Power REACTOR BUILDING PRE':
rRESSING SYSTEM
- t. N.....,....
T iON HII STORY TENDON IDENTIFICATION NUMBER
- 3. 1/30 CUT LENGTH
/72 SHOP WASHER ID: PC JcQ/
CR C'fL.
FIELD WASHER ID: PC-):__.,-"
CR J*
- 1.
GAI/QA vendor inspection cover letter number-FPC #
/oZOZ-DATE
+_
__h
- 2.
Date tendon received on-site RHR Number 3?016
- 3.
Date installed in conduit
/_
Installation NCR's Wires removed' Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded 9- ;20-7/
Buttonheading NCR's Bad wires 8
Accept.
Reheads B
Total Ineffective wires 4
- 5.
Date stressed
/0-3/-3 74 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL
( Elongation (1500 psi to 80% ult.)-Pred./Act.
L *,/
.5
/ 0 a'
c Lift-Off Pressure - Predicted/Actual "
(W_)
06 M6 Q)OI DO N/A Shim Thickness/80% Ultimate Pressure n 17%__1_/'7"730 N/A Unseated/Broken Wires Total effective wires after stressing (C)j
- 6.
Date Bulk-filled
'1 7-Bulk-Filling NCR's Time since installation /O**,74L Inlet Pressure F Outlet Temp.
_400 Date end caps refilled:
Shop Field
- 7.
Data compiled by_-_
_Organization Date
- 4/77
- 8.
Additional Conuents:
Calculation S07-0033 RAviqinn 0
0, C.
CRYSTAL R UR UI Ir N 0. 3
" [::.:-
.AcT O
?:.'.S. :'SSI:; SYSTEM TF, HI1ST( ':Y E::DO4 IDE:TIFICATIO:N CUT LE:Gch
/5!
/
ROP WASHIER 1D: PC
]J CR FIELD WASHIER ID: PC
/a CR
/
GAI/QA vendor inspection cover letter nzber-FPC I
/OZ4'.S DATE 4 0//O/T7Y Date tendon received on-site 3 74V IXR Number 410_
I.
Date installed in ccnduit 5-,30- 74 Installation NCR's_
WJires ri_-.oved 0
"ires rC-laZed 0
Total Ineffective wires 0
Date butcnheaded
/0-I'7-TV Buttonheadin; NCR's Bad wires 0
Accept.
F.c eais 0
Total Ineffective wires 0
Date stresse:
/0
-.30-74 Stressing N.CR's
&S-
/
3 I
Date restressed Restressing NCR's SHOP EN;D FIELD EN;D TOTAL
- "i*n~ation (1G500
- si to 80% ult.)-/red.!.ct.
i/l",s]"
,5-'
9'"t//*Y Lift-Off Pressure - Predicted/.Actual k,1 Z~,6 V4 010 9'
N/
Shim Thickness/80% Ultirzate Pressure NIA'77gO N/A Unseated/Broken Wires
/
Total effective wires after stressing
/40 Date Bulk-filled 3-2(a-79 Bulk-Filling NCR's Time since installation 9
- Jftor:
_ Inlet Pressure Outlet Temp.
o Date end caps refilled:
Shop Field D Data compiled by.-.
_____,,____Organization Date 01
__7..
A.
dditiona.l Co=ents:
o
- o Calculation S07-0033 Revision 0
^f-d ie k 2
SHEET f2 OF Florida
~Power C C, OR
" F.
0 O
,"10 CRYSTAL RIVER 'N1IT NO.
3 REACTOR BUILDING PR. STRESSING SYSTEM TENDON HISTORY TENDON IDENTIFICATION NUMBER
/ /
1/
CUT LENGTH SHOP WASHER ID: PC CR FIELD WASHER ID: PC
- i.
GAI/QA vendor inspection cover letter number-FPC D
D_
- 2.
Date tendon received on-site RMR Number
- 3.
Date installed in conduit Installation NCR's Wires removed Wires replaced Total Ineffective
- 4.
Date buttonheaded Buttonheading NCR's Bad wires Accept. Reheads Total Ineffective wi
- 5.
Date stressed Stressing NCR's Date restressed Restressing NCR's CR
- TE wires res TOTAL SHOP END FIELD END to*
Elongation (1500 psi to 80% ult.)-Pred./Act.
Lift-Off Pressure - Predicted/Actual Shim Thickness/80% Ultimate Pressure Unseated/Broken Wires Total eff
- 6.
Date Bulk-filled Bulk-Fill Time since installation Inlet Pre Date end caps refilled:
Shop
- 7. Data compiled by.________
/
/
/
N/A N/A ective wires after stressing ing NCR's ssure Outlet Ten Field Organization Date 2
P.
P.
1P
- 8.
Additional Corments:
0o"7,_.
'pai-
/(/r/~
Calculation S07-0033 Kevision 0 4
CRYSTAL RIVER U'mI N0. 3 nr Pr. *:.sr, -.SSI:;C SYSTEM
- =
-I a6I..
TE; O
II T
TENPC>
1luST,.'
- 0Q.-
'ENDO'N IDE: 1TIFICATICO :NLo________________
CUT LENGTH
//'-
IIoP WA*I*
ID:. PC
/,,!
CR J FIELD WASbER ID: PC CR
/_
- t.
GAI/QA vendor inspecticn cc-:Žr letter nunber-FPC b
/O* 9.
DATE 9//O/7y Date tendon received crn-sita
,19-74 PRMR Number J2R4(a
- 1.
Date installed in ccndui.
-6_
_'7__
Installation NCR's 1/p Wires rezov'ed 0
Wires re-laced 0
Total Ineffective wires Q
Date buttenheaded
/_
_/7-7
__Buttonheadlin; NCR's Bad wires
/
Accept.
re
_ad
_0 Total Ineffective wires
/
Date stressed
/,-,3-74 Stressin; NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL
.onsation (1500 -si to 80" ult.)-Prei. /Act.
7 -,yiYg gV 719
,.122 Lift-Off ?ressure - Predicted/Actual 77/~~
~70o /ý N/
Shim Thickness/8O% Ultimate Pressure 77,30 A8 17207 N/A Unseated/Broken Wires 0
Total effective wires after stressing 9j Date Bulk-filled
_-246_-75_
Bulk-Filling NCR's Time since installation 2;t.22Z 4
Inlet Pressure
_47_
1 Outlet Temp. ____
Date end caps refilled:
Shop Field
- 1.
D a t a c r-ail ed b y
.~?
~z-~
9 Organization _
Date
- 1. Additional Co-ents:
Calculation S07-0033 Revision 0
Calculation S07-0033 Revision 0 4A061chmO:t 2-
I CRYSTAL RIVER UNIT NO.
3 REACTOR BUILDING PRESTRESSING SYSTEM TENDON SURVEILLANCE RECORD TENDON NO.
D212 Inspection Period and LIFT OFF CONDITION RZTENSIONING Avg.
Shim Elong-Total Avg.
Shim Elong-Total Reactor Bldg.
Force Force Thicknesa ation Effective Force Force Thickness ation Effective Temperature OF Coenta 1
2 3
4 5
6 7
a 9
10 1I 12 13 14 Is Original S
1588 6 3/8" 4 5/8" H/A N/A N/A Streasing 12/3/74 F
1612 1600 6 3/8" 4 7/8" 162 N/A N/A HIA N/A H/A H/A H/A
_rd S
1392 6 3/8" N/A N/A N/A N/A
- 1. Lift-off only 10/26/8 F
1285 1338 6 3/8" N/A 162 N/A N/A N/A N/A 162 82 83 1012,6187 1!Z6oj~7~.
4~;
1 A) IA
/L2. PJIA AIM
.ivk R
L; 7
r-WE 7 oF JA~ Nif 164 P
720ý 04ODF-D CD o
L to 0LA. C 0 0 0
0 CD)
C,)
SHEET 0 F
_F f
, Florida CRYSTAL RIVER UNiT NO. 3 J P ower REACTOR B3UILDING PRES; 'ESSING SYSTEM C oRPPORAt ION TENDON HILSTORY TENDON IDENTIFICATION NUMBER C
CUT LENGTH
_______° SHOP WASHER ID: PCLJ.,1 CR FIELD WASHER ID: PC
/CZ/
CR
- 1.
GAI/QA vendor inspection cover letter number-FPC #
/OZ 41S5 DATE
- 2.
Date tendon received on-site
ýs -
'2?j RMR Number 392q4l
- 3.
Date installed in conduit
&/C "4
Installation NCR's Wires removed 0
Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded
/0-
- '7(/
Buttonheading NCR's Bad wires 0
Accept. Reheads 6
Total Ineffective wires
- 5.
Date stressed
____Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL
.ongation (1500 psi to 80% ult.)-Pred./Act.
S ki? *'/:
'/ As
_______Y4__9_5_
Lift-Off Pressure - Predicted/Actual
,i (/00,,
fog,-x N/A Shim Thickness/8O% Ultimate Pre ssure 7,* W5O 6:%8 / 7 70 N/A Unseated/Broken Wires 0
Total effective wires after stressing
/
- 6.
Date Bulk-filled
_3 -..-6)*-Q Bulk-Filling NCRis Time since installation Inlet Pressure 61 Lg2'T.j Outlet Temp.
Date end caps refilled:
Shop Field
- 7.
Data compiled by -2 Organization Date
__2_7_
- 8.
Additional Conmments:
Calculation S07-0033 Revision 0 Page 185 of 325
SULk.T '(-',o9 OF Florida Power CRYSTAL RIVER L'::IT NO.
3 REACTOR BUILDIING PRý fRESSING SYSTEM TENDON HISTORY TENDON IDENTIFICATION NUMBER Z
2*/3 CUT LENGTH SHOP WASHER ID: PC CR FIELD WASHER ID: PC
- 1.
GAI/QA vendor inspection cover letter number-FPC I DJ
- 2.
Date tendon received on-site RMR Number
- 3.
Date installed in conduit Installation NCR's Wires removed Wires replaced Total Ineffective
- 4.
Date buttonheaded Buttonheading NCR's Bad wires Accept.
Reheads Total Ineffective wi
- 5.
Date stressed Stressing NCR's Date restressed Restressing NCR's CR
ýTE wires res SHOP END FIELD END "I
Elongation (1500 psi to 80% ult.)-Pred./Act.
Lift-Off Pressure - Predicted/Actual Shim Thickness/80% Ultimate Pressure Unseated/Broken Wires Total eff
- 6.
Date Bulk-filled Bulk-Fill Time since installation Inlet PrE Date end caps refilled:
Shop
- 7.
Data compiled by
- Z2 :?
//
TOTAL/
N/A N/A TOTAL N/A N/A
/
/
[ective wires ling NCR's essure Field Organization Date a
after stressing Outlet Temp.
r f
J
- 8.
Additional Com-ments: Z$o,*e st, (z#-7~
lop RV U I L Id I
VI...
Rev8sUIUUon t U-003 Revision 0 AttaQUhment 2, 7q~
"/
rage--"
_1tS0'0r.3J
SHEET 0/
OF/Ak I-**z Forida CRYSTAL RIVER UN 1 F NO.
3 Power REACTOR BUILDI',:C FR1-.S,'ESSiNG SYSTEM o Apo..FIA,,op TENDON HISTORY TENDON IDENTIFICATION NUMBER lbCUT LENGTH 12_
"_ z SHOP WASHER ID: PC
/
CR FIELD WASHER ID: PC _
CR____
- 1. GAI/QA vendor inspection cover letter number-FPC 1 /0360 DATE
______/
- 2.
Date tendon received on-site 4-g9-74 RR Number
_9_54_7
- 3.
Date installed in conduit 9-7-74 Installation NCR's Wires removed
£2 Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded o-_-_
Buttonheading NCR's Bad wires V
Accept.
Reheads 0
Total Ineffective wires 0
- 5. Date stressed
/;
-1.
Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL
('ý111.ongation (1500 psi to 80% ult.)-Pred./Act. $Vi/4 f 3~
j Lift-Off Pressure - Predicted/Actual 1/6 900,4/b6r (e/o/,69 0"Sz N/A Shim Thickness/80% Ultimate Pressure 7piT' O
7790"/ZT*O N/A Unseated/Broken Wires Total effective wires after stressing
/5
- 6. Date Bulk-filled
-__7_<
Bulk-Filling NCR's Time since Installation 7yl 4 Inlet Pressure Outlet Temp.
L( 2 Date end caps refilled:
Shop Field
- 7. Data compiled by t
kV Organization __________________
Date 3/
91/7 2
- 8. Additional Comments:
Calculation S07-0033 Revision 0
SHEET
/
OF /23 Florida CRYSTAL RIVER UNiT NO. 3 Power REACTOR BUILDING R."1,S GSSE a.0 mo.ov,,o TEN;DON IilSI ORY TENDON IDENTIFICATION NUMBER CUT LENGTH
//g
/ /9 SHOP WAShIER ID: PC /I/
CR FIELD WASHER ID: PC CR
- 1.
GAI/QA vendor inspection cover letter number-FPC 0
/036DO DATE 5-11,17_Y
- 2.
Date tendon received on-site N
RMR Number 3847
- 3.
Date installed in conduit
-'94 Installation NCR's Wires removed 2
Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded
/
_7q Buttonheading NCR's Bad wires
___Accept.
Reheads 0
Total Ineffective wires 0
- 5.
Date stressed 11-AI-7q Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL t--A-ongatiork (1500 psi to 80% ult.)-Pred./Act.
J ""
7/J,6 Lift-Off Pressure - Predicted/Actual
(
)/cOI 7050 4
os2.
N/A Shim Thickness/80% Ultimate Pressure 7" /1770 7479O N/A Unseated/Broken Wires 0
Total effective wires after stressing
/
- 6.
Date Bulk-filled
,Z-,4-7 Bulk-Filling NCR's Time since installation 7
AI OYA Inlet Pressure5 Outlet Temp.
Date end caps refilled:
Shop Field
- 7. Data compiled by.~
Organization_______________
Date _,3/2,/77
- 8.
Additional Conunents:
Calculation S07-0033 Revision 0
S I*
'SI Florida Power C OPOIP A ION CRYSIAL RIVER U'iT NO.
3 REACTOR BUlLDICG Pj1".t RESSING SYSTEM TENDON 111L IORY TENDON IDENTIFICATION NUMBER 238 CUT LENGTH SHOP WASHER ID: PC CR FIELD WASHER ID: PC I.
GAI/QA vendor inspection cover letter number-FPC DJ
- 2.
Date tendon received on-site RMR Number
- 3.
Date installed in conduit Installation NCR's Wires removed Wires replaced Total Ineffective
- 4.
Date buttonheaded Buttonheading NCR's Bad wires Accept. Reheads Total Ineffective wi
- 5.
Date stressed Stressing NCR's Date restressed Restressing NCR's CR kTE wires res SHOP END FIELD END TOTAL Elongation (1500 psi to 80% ult.)-Pred./Act.
Lift-Off Pressure - Predicted/Actual Shim Thickness/80% Ultimate Pressure Unseated/Broken Wires Total eff
- 6.
Date Bulk-filled Bulk-Fill Time since installation Inlet Pr(
Date end caps refilled:
Shop
- 7.
Data compiled by J
/
//
/
N/A
/
ective wires afi Ling NCR's essure Field Organization Date d7.?
xvDiJ Fo#z N/A ter stressing Outlet Temp.
F/06 577
- 8.
Additional Conmments:
T)\\)
P(Z CPOA 7, I
Calculation S07-0033 Revision 0 907 716
.1g Maw
-0 JZ-'d-W.
CRYSTAL RIVER U!Il '10.
3 REAC..,,
,SS1"'
SYSTEI TENDO'
}lIST *Y
- .:DO:; ID.:;TIFICATI.O:; :;u:*E.
CUT LEINGTH
//11
- HOF WASHER ID: PCi
~
CR FIELD WASHER ID: PC I
CR 645_____
GAI/Q,A vendor inspection cover letter number-F-PC g
/_
___DATE
~.Date tendon received cn-site 14 2 1 -
RR Number 0%j '
'.Date installed in ca'.&uit 2-1-14 Irstallation NCR's ____________
Wires removed 0
Wires replaced 0
Total Ineffective wires 0
Date buttcnhea..n*
10 2-1 Buttonheadin; NCR's
-Bad wires Accept.
?,ehcad; Total Ineffective wires Date stressed
- I:,-Lr Stressing N;CR's
/i,/
/
Dare restressea 0-9-7/)(4-.-75)
Restressing NCR's /
/6,9)
SHOP END FIELD END TOTAL rll:!,ngation (150-3 nsi to EYult.)-?rcd./Act.
q~p 3
iP
(
7~'7~
Lift-Off Pressure -
?redicted/Actual, 98 O 4~
10
?N/X/
20 Shim Thickness/8O%11 Ultimzate Pressure 4,i /7 11~
/jj 7
Q N/A Unseated/Broken Wires 0
Total effective wires after stressing
/,
j Date Bulk-filled 4--" 7" Bulk-Filling NCR's Time since installation 7 kInlet Pressure. c S5 Outlet Temp.
Date end caps refilled:
Shop Field
- Data compiled by _______________
Organization ______________
Date 3/29/77 I.Additional Co-=ents:
a a
.a U'UtiLdc.,
2'lJ4.
2 Calculation S07-0033 Revision 0
.V19 I1SO 01U OjZ0
SH.L Ila
/
UFj j
Florida CRYSTAL RIVER UNIT NO.
3 Power REACTOR BUILDING PIZ:STRESSING SYSTEM SoPoA.,,oN TENDON HiSTORY TENDON IDENTIFICATION NUMBER
)336 CUT LENGTH
/2 f
/,
SHOP WASHER ID: PC j CR L 3R -FIELD WASHER ID: PC j
CR
- 1. GAI/QA vendor inspection cover letter number-FPC I
iV/ii DATE
- 2.
Date tendon received on-site RMR Number
.590 q9
- 3. Date installed in conduit
~ 5~g-/
Installation NCR's____________
Wires removed O
Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded lo_ _a 7V Buttonheading NCR's Bad wires Accept. Reheads Total Ineffective wires
- 5.
Date stressed
__J_
Stressing NCR's*
Date restressed Restressing NCR's SHOP END FIELD END TOTAL Z'longation (1500 psi to 80% ult.)-Pred./Act.
L'V S 1*.3
-A 1 1 )"
'S Lift-Off Pressure - Predicted/Actual 6 _Llo t,! 7_1O (A ()
(
Op N/A Shim Thickness/80% Ultimate Pressure G
/-137750 L
77
/
77*0 N/A Unseated/Broken Wires 0
Total effective w'ires after stressing
[(6-
- 6.
Date Bulk-filled
,3 7,______ Bulk-Filling NCR's Time since installation /6Iyt.
Inlet Pressure Outlet Temp.
L/L O' Date end caps refilled:
Shop Field
- 7.
Data compiled by Organization______
Date is4 7
- 8.
Additional Comments:
Calculation S07-0033 Revision 0 Page 191 of 325
Florida CRYSTAL RIVER UNIT NO.
3
- Power REACTOR BUILDING PRESTRESSING SYSTEM CPTENDON HISTORY TENDON IDENTIFICATION NUMBER CU337 COT LENGTH 2__/__-__
/Z_
SHOP WASHER ID: PC-IQ CR 7
L*
J FIELD WASHER ID: PC J
CR 9
- 1. CAI/QA vendor inspection cover letter number-FPC I.. *,,
DATE
- 2.
Date tendon received on-site 4-)
-7V R2MR Number
__)?__
- 3.
Date installed in conduit N"_
__7 Installation NCR's Wires removed
- 0. Q Wires replaced 0
Total Ineffective wires 0
- 4.
Date buttonheaded
/0--__g__
Buttonheading NCR's Bad wires 0
Accept.
Reheads 0
Total Ineffective wires
- 5.
Date stressed Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL tp**"I Llongation (1500 psi to 80% ult.)-Pred./Act.
/
/'-i'*
L*i o
I Lift-Off Pressure - Predicted/Actual GM 16S50 UA o*LA65 N/A Shim Thickness/80% Ultimate Pressure LA 1 /7790 1Z717 N/A Unseated/Broken Wires 0
Total effective wires after stressing
- 6.
Date Bulk-filled
-,_ g-___ _
Bulk-Filling NCR's /883 Time since installation /4) 0*
Inlet Pressure A"),,S' Outlet Temp.
/
Date end caps refilled:
Shop Field
- 7.
Data compiled by _______________Organization Date
- 8.
Additional Comnments:
Calculation S07-0033 Page 192 of 325
l) orida CRYSTAL RIVER UNIT NO.
3 Power REACTOR BUILDING PRESTRESSING SYSTEM 0
)A TENDON HI1STORY
+/-ENDON IDENTIFICATION NUMBER
/3_3 CUT LENGTH
/Z0" Z'/a.
SHOP WASHER ID: PCJL..
CR J
FIELD WASHER ID: PC
)* I CR qCjLj
- 1. GAI/QA vendor inspection cover letter number-FPC 1
/0717 DATE
_/___/7_
- 2.
Date tendon received on-site 51-_3-_ 2 RMR Number J9/313
- 3.
Date installed in conduit
- -I4*-7V Installation NCR's
/371 Wires removed
/
Wires replaced 0
Total Ineffective wires
/
- 4.
Date buttonheaded
/o-,7-Buttonheading NCR's Bad wires 0
Accept. Reheads 0
Total Ineffective wires 0
- 5.
Date stressed
//-/
V"2 Stressing NCR's Date restressed Restressing NCR's SHOP END FIELD END TOTAL
(""Elongation (1500 psi to 80% ult.)-Pred. /Act.
3I3i 1
/I4LA-fit-Off Pressure - Predicted/Actual U_110/__o t*_/OI 5*?5C3 N/A Shim Thickness/80% Ultimate Pressure O
/7700 -
L i7-50 N/A Unseated/Broken Wires Total effective wires after stressing (0
- 6.
Date Bulk-filled 3_ -,1_S-Bulk-Filling NCR's Time since installation /otI noxI Inlet Pressure 0
Outlet Temp.
Date end caps refilled:
Shop Field
- 7. Data compiled by J ?Organization Date
- 8. Additional Comnments:
Calculation S07-0033 Revision 0 Pag--193-of 325
DOCUMENT NUMBER:
CR-N1002-500 : ATTACHMENT D REVISION:
0 PAGE:
I DOCUMENT TITLE:
CR-N1002-010, SQ 11.1 RESTRESSING t
PROJECT TITLE:
30TH YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE:
08/15/07 f
i*
ATTACHMENT D - CR-N1002-010, "SQl 1.1 RESTRESSING"
-:=
M;N=--
Calculation S07-0033 Revision 0 Page 194 of 325
Crystal River Unit 3 8th Period (30th Year) Tendon Surveillance SQ 11.1 Restressing DOCUMENTNO:
ICR-N1002-010 DOCUMENT TYPE:
ENG REVISION #
0 SAFETY RELATED NON-SAFETY RELATED PAGE I
1 OF 1
BAG DATE:
07/09/07 I REVIEWED BY:
CEC DATE:
08/02/07 The following program will calculate the PTF, OSF and elongation for given tendons by inputing the following information: tendon number, original number of wires, original predicted and actual liftoff pressures for both ends, original OSF, original elongation,.first measure point plus second measure point.
Enter data only in the WHITE areas of the table, not in the GREY areas of the table.
INPUT INFORMATION I Tendon 1 Tendon 2 ( Tendon 3 ( Tendon 4 ( Tendon 5 Tendon number 61V17 51H34 D238 Number of original wires 163 163 163 Original Shop Liftoff End Pressure Field End (psi)
Predicted 6800 6800
-~
p p
I I
Actual 6900 6800 7050 I
I I
I I
Predicted N/A 6750 6840 I
I I
I Actual N/A 6850 6800 First measurement force (kips 60 600 6
1Second measurement force (kis) 1200 1200 11 I Tendon l ^.
RESULTS 1I (1) Original Liftoff force calculated by:
(2) Original PTF calculated by:
1500
- 0.7
- 240 ksi
- 0.05965 in2
- No. of Wires
- Actual Liftoff Pressure
[Predicted Liftoff PressureJ Average Liftoff Force Average Liftoff Pressure J
(3) Original OSF calcualted by:
0.8
- 240 ksi
- 0.05965 in2
- No. of Wires Calculation S07-0033 Rpy~icirn nl Page 195 of 325
OOCOMENTNUMBER:
CR-N1002-500 ATTACHMENT E
JREVISION:
0 PAGE:
I
- DOCUMENT TITLE:
CR-N1002-020, SQ 12.1 GREASE VOID VOLUMES PROJECT TITLE:
30T YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE:
08/15/07En ATTACHMENT E - CR-N1002-020, SQ12.1 "GREASE VOID VOLUMES" Calculation S07-0033 Revision 0 Page 196 of 325
DOCUMENT NO:
CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance RE-SION#
0 SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 1
OF 43
- PREPARED BY:
BAG DATE:
07/10/07 IREVIEWED BY:
CEC DATE:
08/02/ 07 I#
NET DUCT VOLUME 10% DUCT VOLUME (GALLONS)
(GALLONS) 61V24 144.09 14.41 12VPag 197,9 of4325 12V02 144.12 14.41 45V19 144.51 14.45 45V21 144.05 14.40 61V16 144.36 14.44 61V18 144.15 14.42 34V16 145.50 14.55 34V18 144.97 14.50 13H35 121.77 12.18 13H37 122.18 12.22 42H45 121.40 12.14 42H47 121.84 12.18 46H20 121.37 12.14 46H22 122.43 12.24 51H33 121.94 12.19 51H35 122.21 12.22 62H29 121.93 12.19 62H31 122.13 12.21 46H06 122.00 12.20 46H08 121.46 12.15 D128 118.31 11.83 D130 116.12 11.61 D211 115.58 11.56 D213 116.85 11.69 D237 104.93 10.49 D239 100.43 10.04 D336 107.62 10.76 D338 103.92 10.39 t~~~~~~~~~~~~
1
~,
i-III IIt11 t1 t
cGJinso?.oola Revision 0 Page 197 of 325
DOCUMENT NO:
ICR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REVISION #
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED P A G E 1
2 O F 4 3 JPLANT:
ICRYSTAL RIVER IUNIT: IN/AISUVLANEUMR:I8H YR:I3T I_______________TENDON GENERAL INFORMATION:
IDENTIFICATION #:
I 61 V24 I
I GROUP:
I VERTICAL 1--#OF WIRES, Ns =
1 163 1
I TAG LENGTH, L, (ft)=
188.5417 K
7mm WIRE AREA (int ) =
0.05965 I
I TOTAL WIRE AREA, A.
JT:
I SHOPI 9.72295 I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
i ! ! !
I i 1 i
1 i i i i I I I
! ! i i I
i ! i !
! i i
I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I i i i i i 1
i I I I I i
I I I
! i i i I I I I i
i j I
I I
I
~
1 1 1 1 1 1 1 1 I
I 1 1J 1
1 ITu~uaýcUIUor1-0013.. I I Page 198 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG N 8th Period (35th Year) Tendon Surveillance REVISION #R0 LILIISAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED P A G E 1
3 O F 4 3 PREPARED BY:
BAG DATE:
07P10AN7 REVIEWED BY:
CEC DATE:
08/02/07 TENDON GENERAL INFORMATION:
IDENTIFICATION #:
12VO01l GROUP:
VERTICAL
- OF WIRES, Ns =
163 TAG LENGTH, Lu (ft) =
188.5208 7am WIRE AREA (inz) =
0.05965 TOTAL WIRE AREA, A. (in2) =
9.72295 TENDON END SPECIFIC INPUT:
SHOP FIELD IN ILT 4.75 S I S T C H E G T H. (i ) =13
.2 5 4
POST TENSIONING SYSTEM SPECIFIC INPUT:
SHOP FIELD TRANSITIOUTPU LENTFORMATION 225
,2 TRNITIO/HAIN DIMEER D,...)5 r"
Page 199 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
REVISION #
10 8th Period (35th Year) Tendon Surveillance REVISION #
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED
!A DAPREPARED BY:
BA AE:
ý IW Y
CEC DATE:
0 18/02/07 PLANT:
CRYSTAL RIVER UNIT:
N/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH TENDON GENERAL INFORMATION:
IDENTIFICATION #:
12V02 GROUP:
VERTICAL
- OF WIRES, N=
163 TAG LENGTH, Lb (ft) =
188.5417 7mm WIRE AREA (inz) 0.05965 TOTAL WIRE AREA, A. (in2) 9.72295 TENDON END SPECIFIC INPUT:
SHOP IFIELD POST TENSIONING SYSTEM SPECIFIC INPUT:
SHOP FIELD TRMPATEISIDE DIAMETR
, (n 11 OUTPUT INFORMATION I
I I
1 I
I I
I I
I I
1 1
1 1
I I
I I
I I
I I
I I
I I
I I
I I
I I
I i i i i i !
I
! ! i I
i ! i i i I i i i i ! ! i i ! i i ! i I I I I I I I I I I I I I I III I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I III II I
II.
I I I I I I
I I I I I I I I I I I I I I IuaIcU.iqo np~uIIuui3 I I
Page 200 of 325
DOCUMENT NO:
I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG S
8th Period (35th Year) Tendon Surveillance SREVISION #
0
~..
Yar) TndonSAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 5
OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 PLANT:
CRYSTAL RIVER UNIT: I N/AI SURVEILLANCE NUMBER:
8TH YEAR:
35TH CRYSTAL.
TENDON GENERAL INFORMATION:
IDENTIFICATION #:
I 45V1 9 I
I GROUP:
I VERTICAL
- OF WIRES, N, =
163 TAG LENGTH, Lf (ft)=
J 188.6667 7mm WIRE AREA (inz) =
0.05965 TOTAL WIRE AREA, As (in2) :
9.72295 I
I I I II I
I I
I I
I I I I I I I I I I I I I I I I I I
I I I
Page 201 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
8th Period (35th Year) Tendon Surveillance REVISION #
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE r
6 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 1 1 17t 1 !
1 1 1 1 1 7 !
I I I I I I I 1 1 1 1 1 1
1 l
PLANT:
I CRYSTAL RIVER I UNIT: I N/A I SURVEILLANCE NUMBER: I 8TH I YEAR: I 35TH TENDON GENERAL INFORMATION:
IDENTIFICATION #:
45V20 I
GROUP:
I VERTICAL I#OFWIRES, Ns =
1 163 TAG LENGTH, L, (ft) 188.5833 J 7mm WIRE AREA (in') =
T=KinniJ j
Mr 005965 I___
TOTAL WIRE AREA, As (n4)= I IT-c1ufeD 9.72295 I I I I I III I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I
I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I. I I I I I I I I I I I I I I I I I 1 I I I 1 1 1 1 I 1 1 I I I 1 1~ 1I
~ E f I
1 1 1 1 1 1 1 1 1 1 1 I
I II ~
P l
I I I I I I I I I I I I1
ýaru bu tuui I IU11 Page 202 of 325
DOCUMENT NO: ICR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REWSION SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 7
OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 PLANT:
CRYSTAL RIVER UNIT:
N/A SUVILNEUM R:8H YA:3T TENDON GENERAL INFORMATION:
IDENTIFICATION #:
45V21 I
I GROUP:
I VERTICAL 1#OF WIRES, Ns =
a:
- 163, I
TAG LENGTH, Lu (ft) =
1 188.6667 7mm WIRE AREA (in") =
0.05965 TOTAL WIRE AREA, A. (in2')=
T-RIHnP 9.72295 I I II I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I.
I I I ItItI I I I I I IR QI*
o o -oI I I Page 203 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REVISION SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE I
8 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 PLANT:
!CRYSTAL RIVERI UNIT N/A I SURVEILLANCE NUMBER: I8TH
[YEAR: I35TH TENDON GENERAL INFORMATION:
IDENTIFICATION #:
61V16 GROUP:
VERTICAL
- OF WIRES, N. =
163 TAG LENGTH, Lb (ft) =189.0000 7ram WIRE AREA (in') =0.05965 TOTAL WIRE AREA, A. (in)=
9.72295 TENDON END SPECIFIC INPUT:
SO IL I N T A E D N S A, L i )4
.2 5 SHMSAKHIHH,(n 13 4
POST TENSIONING SYSTEM SPECIFIC INPUT:
SHOP FIELD
.R MPAT LE G
H (in
=
3 TRANSITIOUTPU LENTFORMATION2.5
.2 I I I II I
I I
I I
I I I I I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I 1 I I 1 1 1 1 1 I 1 1 1 1 1 I I 1 1 1 I I I I 1 I I I I 1 1 1 1 ~ 1 F I
II I
I I I I I I I I i i i I
i ! i i i i I I I i
I i
I I I i
I ii I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I
I I
I I
I I I I ul~acuiltionIS0ut up3 1 I Page 204 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REWS*ON#
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED
_PAGE 9
OF 43 PREPARED BY:
BAG DATE:
071007RVIEWED BY:
CEO DATE:
08/02/07
_jPLANT:
CRYSTAL RIVER UNIT:
N/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH j
TENDON GENERAL INFORMATION:
IDENTIFICATION #:
61V17 I
I GROUP:
I VERTICAL
-T#OF WIRES, Ns =
1 163 I
TAG LENGTH, L, (ft) =
188.7708 7mm WIRE AREA (in") = I 0.05965 T:_
J
'TOTAL WIRE AREA, A., (i I
SHOP 9.72295 I 1 1
I I I I I I I I
I I
I I I I
I I
I I
I I
I I
I I
I Page 205 of 325
~DOCUMENT NO:
ICR-N1002-020 Crystal River Unit 3 DOCUMENT TYE 8th Period (35th Year) Tendon Surveillance RETY R PRPAEDBY BG AT:
71007I EIEEDBY FETY DEATE:D802 SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 10 OF 43 jPLANT:
CRYSTAL RIVER UNIT: IN/A ISURVEILLANCE NUMBER: I8TH IYEAR: I35TH
-~
TENDON GENERAL INFORMATION:
IDENTIFICATION #:
61V18 I
I GROUP:
I VERTICAL 1-# OFWIRES, N=
163 E
TAG LENGTH, Ld (ft) =
188.6875 7mm WIRE AREA (in') = I 0.05965 T __I TOTAL WIRE AREA, A. (in 2)
T-I RHOnP I
9.72295 I I I I I I I III I
I I
I I
I I
I I
I I I I I I I I I I I I I I I I
I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I
I I I I I I I I a c i to I 0 I0~I GI Page 206 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REVIION#
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED
_,_PAGE 11 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 PLAT:
RYSAL IVE IUNIT: IN/A ISURVEILLANCE NUMBER: I8TH YEAR:
35TH J
PLNT:
RYSAL RVER TENDON GENERAL INFORMATION:
IDENTIFICATION #:
I 34V16 I
I GROUP:
I VERTICAL
-1# OF WIRES, N. =
163 TAG LENGTH, Lý (ft)=_
189.2292 V
7mm WIRE AREA (inL) = I TINION INIF 0.05965 TOTAL WIRE AREA, A. (in") =
9.72295
~
SHOP
_T FIELD I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I I I j I I i i ! ! i i i i il! i ! i j i i i i i ! i i ! i i i ! i i I
I I
I I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I i I II I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1
1 c I
IcI I I I I I I I I jI I
Page 207 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG REVISION #
10 8th Period (35th Year) Tendon Surveillance REWS TED SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE
/12 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 PLANT:
CRYSTAL RIVER UNIT:
N/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH PC RTENDON GENERAL INFORMATION:
IDENTIFICATION #:
34V1 7 I
I GROUP:
I VERTICAL
- OF WIRES, Ns =
163 TAG LENGTH, Lo (ft) =
188.8958 7mm WIRE AREA (in") =
0.05965 TOTAL WIRE AREA, As (in2) =
T" I
H14 P I
9.72295 S
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~~~~~~~~I I I I I61to l(aC S0I~l~
1-UU0 iI Page 208 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
S 8th Period (35th Year) Tendon Surveillance REVISION #
0 8
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 113 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEO DATE:
08/02/07
_ PLANT:ý CRYSTAL RIVER UNIT:
N/A SURVEILLANCE NUMBER:
8TH YEAR:
35THL
______________TENDON GENERAL INFORMATION:
IDENTIFICATION #:
I 34V18 I
I GROUP:
I VERTICAL 1# OF WIRES, N.
163 1
[
TAG LENGTH, Lb (ft) =
1 188.4792 T 7mm WIRE AREA (in') =
0.05965 TT:
W S
REA,A. (in2) 9.72295 I I I I
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Page 209 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG
£8th Period (35th Year) Tendon Surveillanc REVISION TSAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED
__...._PAGE I
14 OF 43
_ PREPARED BY:
BAG DATE:
REVIEWED BY:
CEC DATE:
08/02/07 Il I I I I I 17
=
I I I I I I I I I I I 1 7 1 1 1 1 PLANT:
CRYSTAL RIVER I UNIT: I N/A SURVEILLANCE NUMBER:
8TH YEAR: I 35TH TENDON GENERAL INFORMATION:
IDENTIFICATION #:
13H35 "GROUP:
HOOP
- OF WIRES, N. =
163/
TAG LENGTH, Lfl (ft) =155.6250 7mm WIRE AREA (in') =0.05965 TOTAL WIRE AREA, A. (in 2) =
9.72295 TENDON END SPECIFIC INPUT:
SHPFIELD INTA EDNSAK
,(n 2.9375 SHM S A K HE G T H (in) 6.5625 6.375 POST TENSIONING SYSTEM SPECIFIC INPUT:
SHOP FIELD VOLUMPAE LENGTH L, i) 92 TRASIIO INTLi)TION OUTPU INORATO I*
DECITO-ACLTO QAINVLM i l l l i l iIi Cu Itl
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Page 210 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8hPeriod (35th Year) Tendon Surveillance ~REVISION #
0
~JLIISAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED SPAGE 115 OF 43 PREPARED BY:
BAG DATE:
07/10/07 IREVIEWED BY:
CEC DATE:
08/02/07 PLANT:
CRYSTAL RIVER UNIT: IN/A ISURVEILLANCE NUMBER:
8H YA:3T TENDON GENERAL INFORMATION:
IDENTIFICATION #:
13H36 I
I GROUP:
I HOOP
- # OF WIRES, Ns =
1 163 1
TAG LENGTH, Lb (ft) =.
155.7500 7mm WIRE AREA (inL) = I 0.05965 I
I TOTAL WIRE AREA, A. (in 2)
T-I R114 PI I I I I III I
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DOCUMENT NO:
I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REVISION 0
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED
_PAGE 1_16 OF 43 PREPAREDBY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07
[ PLANT:
CRYSTAL RIVER UNIT:
N/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH
_i TENDON GENERAL INFORMATION:
IDENTIFICATION #:
13H37 I
I GROUP:
HOOP 1#OF WIRES, N. =
1 163 TAG LENGTH, Lu (ft) =
155.6042 1
7mm WIRE AREA (in') =
0.05965 TOTAL WIRE AREA, As (in2) =
9.72295 T:
SHOP FIELD L
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DOCUMENT NO:
CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG REVISION #
0 8th Period (35th Year) Tendon Surveillance RE LATED SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED
.L PAGE 17 OF 43 PREPARED BY:
BAG CEC DATE:
08/02/07 PLNT:
CRYSTAL RIVER UNIT:
N/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH TENDON GENERAL INFORMATION:
IDENTIFICATION #:
I 42H45 I
I GROUP:
I HOOP
-1# OF WIRES, N=
163 TAG LENGTH, L, (ft) =I 7mm WIRE AREA (in2) =
0.05965 I
I TOTAL WIRE AREA, A. (in2) = I 9.72295 I I I I I I I III I I I I I I
I I
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1 1 1 I 1 I ~
T U V
Ijuqnj0r03 Page 213 of 325
DOCUMENT NO:
CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG REVISION #
0 8th Period (35th Year) Tendon Surveillance SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED
- _,__PAGE 18 OF 43 PREPAREDBY BAG DATE:
07/10/07 IREVIEWED BY:
CEC DATE:
08/02/07 PLAT' CYSALRIERUNIT: IN/A ISURVEILLANCE NUMBER:
8TH YEAR:
35TH PLANT CRYTAL IVER TENDON GENERAL INFORMATION:
IDENTIFICATION #:
42H46 I
I GROUP:
HOOP
- OF WIRES, N. =
I 163 I
TAG LENGTH, Ld (ft) =
155.4792 K
7mm WIRE AREA (in") =
0.05965
.1_
TOTAL WIRE AREA, A. (in2) =
- r.
I R1t"1P I"
9.72295 I I I I I I III I
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I I I I II I I I I I I I I I
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DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance SON#
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE I
19 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEO DATE:
08/02/07 PLANT:
CRYSTAL RIVER UNIT: I N/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH TENDON GENERAL INFORMATION:
_IDENTIFICATION 42H47 GROUP:
HOOP
- OF WIRES, Ns =
163 TAG LENGTH, Ld (ft) =
155.5417 7rm WIRE AREA (in2) =
0.05965 TOTAL WIRE AREA, A. (in2) =
9.72295 Tl=klJnFh l
=KInI _~iDi r
KII D1 IT-Qr, 1
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I I
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Page 215 of 325
DOCUMENT NO:
I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
8th Period (35th Year) Tendon Surveillance SAFETY RELATED SAF___
RPRE Y
BG DT:0/1/7RVEE Y
ECY DEATE:D8020 SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE I20 OF 43 PLANT:
CRYSTAL RIVER UNIT:
N/A35TH TENDON GENERAL INFORMATION:
IDENTIFICATION #:
46H20 J
GROUP:
HOOP
- OF WIRES, Ns =
163 TAG LENGTH, L, (ft)=
155.9375 7tr WIRE AREA (in') =
0.05965 TOTAL WIRE AREA, A. (in2) =
9.72295 T=KlrF nlM I=Ki _D=r1.I:I'* IIDI IT,
_*.1A1 I=11 I II I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I S II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1
1 1 1 1 1 1 1 I 1 tI I I 1 1 1 1 jCaCIquliunjSoltaj 3 I I Page 216 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance
- ETY 0
ULII
~
Tedon
"'~"""'~
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED A's IPAGE 121 OF 43 PREPARED BY:
BAG DATE:
ý0710/7 REVIEWED BY:
CEC DATE:
08/02/07
__PLANT:
ICRYSTAL RIVER IUNIT: IN/A jSURVEILLANCE NUMBER:
8TH YEAR:
35TH
_____________TENDON GENERAL INFORMATION:I IDENTIFICATION #:
46H21 I
I GROUP:
I HOOP 1# OF WIRES, N=
- 163, TAG LENGTH, Lf (ft) 154.3333 7mm WIRE AREA (in') =
0_05965 TOTAL WIRE AREA, A. (in')
~9.729 I I I I II I
I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I 1 I
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Page 217 of 325
DOCUMENT NO: i CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG REVISION #
0 8th Period (35th Year) Tendon Surveillance SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED S
PAGE I 22 OF 43
_______PREPARED BY:
BAG DATE:
07/10/07 1REVIEWED BY:
CEC DATE:
08/02/07 PLANTTERIVE GENERAL INFORMATION:
IDENTIFICATION #:
46H22 I
I GROUP:
I HOOP 1# OF WIRES, Ns =
163 TAG LENGTH, Ld (ft) 155.7917 7mm WIRE AREA (inW) = 1 0.05965 1
1 TOTAL WIRE AREA, A. (in2) = I 9.72295 I II I I I I I I I I
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I Page 218 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG l8th Period (35th Year) Tendon Surveillance RE0ATE
~
Tendon AFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED S
PAGE
[
23 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 PLN-7CYTA IE NT N/A JSURVEILLANCE NUMBER:i8H YA:3T PLANT:
I CRYS AL RTER N DON GENERAL INFORMATION:
8 H Y A:
3T IDENTIFICATION #:
51 H33 I
I GROUP:
I HOOP
...- -I
.4 I# OF WIRES, Ns =
I 163 r
TAG LENGTH, L. (ft) =
155.5417 7mm WIRE AREA (in2) =
0.05965 TOTAL WIRE AREA, A. (in 2)=
9.72295 I I I I I I III I I I I
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I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Page 219 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance RE LATE LJL~
Tenon
~SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 124 OF 43 PREPARED BY:
BAG DATE:
07/10/07"REVIEWED BY:
CEC DATE:
08/02/07 T " "
I PLANT:
I CRYSTAL RIVER I UNIT: I N/A I SURVEILLANCE NUMBER: I 8TH I YEAR: I 351-H TENDON GENERAL INFORMATION:
IDENTIFICATION #:
51H34 GROUP:
HOOP
- OF WIRES, N. =
163 TAG LENGTH, L" (ft) =
155.5833 7mm WIRE AREA (in ) =
0.05965 TOTAL WIRE AREA, As (in2) =
9.72295 T=Kinnm =Kin Qp=r-wir 1PJD1 IT-
_l.lIp ImIII n I I I I III I I I I I I I I
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1 1 1 1 1 1 1 1 1 1 1 1 I
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-Page 220 of 325
DOCUMENT NO:
I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REVISION#
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED 0
PAGE I 25 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 I, I* I I I 1 ý ý i
I I, I I, I, I I, I I, i 1
PLANT:
CRYSTAL RIV UNIT: I N/A I SURVEILLANCE NUMBER:
8TH YEAR:
35TH PC RTENDON GENERAL INFORMATION:
IDENTIFICATION #:
I 51 H35 I
I GROUP:
I HOOP
- OF WIRES, Ns =
163 TAG LENGTH, Lf (ft) =
155.5000 V 7mm WIRE AREA (in') =
TF=NPlnN IPj N 0.05965
_I I TOTAL WIRE AREA, A. (in2)= I 9.72295 I I II I
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I I I I I I I I Cau 1fioIS 07kO 13 I I Page 221 of 325
DOCUMENT NO:
I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
i 8th Period (35th Year) Tendon Surveillance
- REVISION #
~JU er ednSAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED
_PAGE 26 OF 43
_______PREPARED BY:
BAG DATE:
07/10/07_IREVIEWEDBY:
CEC DATE:
08/02/07 PLNT CYSALRIERUNIT:
N/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH PLANT CRYTAL IVER TENDON GENERAL INFORMATION:
IDENTIFICATION #:
62H29 I
I GROUP:
I HOOP A# OF WIRES, N. =
1 163 1
TAG LENGTH, Lu (ft) =_
155.7083 7mm WIRE AREA (in") =
0.05965
~
TOTAL WIRE AREA, A. (in") =
I SHOP 9.72295 I
I I
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I I I I I I I I I I I I I I I I I I I I
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DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG
£8th Period (th YTendon Surveillance RESON#
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 1
27 OF 43
________PREPARED BY:
BAG DATE:
07/10/07 1REVIEWED BY:
CEO DATE:
08/02/07 PLANT:ýCYSA RIVER IUNIT: IN/A I SURVEILLANCE NUMBER: I8TH IYEAR: I35TH CRYSTALTENDON GENERAL INFORMATION:
IDENTIFICATION #:
62H30 I
I GROUP:
i HOOP
-1# OF WIRES, Ns 163 J
TAG LENGTH, Lu (ft) =
155.6250 7mm WIRE AREA (in') =
0.05965 IT TOTAL WIRE AREA, A. (in2) =
lIT-I HqtnP 9.72295 I I I I I I 1 I 1 1 1i I
I i i II I
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I Page 223 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG REVISION #
0 8th Period (35th Year) Tendon Surveillance RELATED PAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 128 OF 43 PREPARED BY:
BAG DATE:
07100 IRVIEWED BY:
CEC DATE:
08/02/07 PLANT:
I CRYSTAL RIVER UNIT: I N/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH
__TENDON GENERAL INFORMATION:
IDENTIFICATION #:
I 62H31 I
I GROUP:
I HOOP I
I
- OF WIRES, Ns =
163 I
I TAG LENGTH, L0 (ft)=
I 155.5625 7mm WIRE AREA (in2) =
0.05965 1
1 TOTAL WIRE AREA, A. (in2) = 1 9.72295 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I III I I I I
I I I I I I I I I I I I11 I I I I I I IF Cu I-f Page 224 of 325
DOCUMENT NO:
CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
N 8th Period (35th Year) Tendon Surveillance SFT EAE PREPRED BY AG DATE 07/10/7 REVIEEDEBY:
REL ATE:D8020 SSQD 12.2 Grease Void Volumes NON-SAFETY RELATED j LN:CRYSTAL RIVER UNIT:
N/A SUVILNEUMR:8H YA:3T A
TENDON GENERAL INFORMATION:
IDENTIFICATION #:
I 46H06 I
I GROUP:
HOOP 1# OF WIRES, Ns=
163 I
TAG LENGTH, L, (ft) =
155.7292 7mm WIRE AREA (in') = I 0.05965 T"__L_
TOTAL WIRE AREA, As (in2) =
9.72295 I
I I
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Page 225 of 325
DOCUMENT NO:I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE I
30 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEO DATE:
08/02/07 PLN:CYTLRVRUNIT: IN/A]SRELAC UBR 8TH YEAR:
35TH PLAN:
I RYSAL RVER TENDON GENERAL INFORMATION:1 IDENTIFICATION #:
46H07 I
I GROUP:
I HOOP
'# OF WIRES, Ns, 163 I
TAG LENGTH, L, (ft) =
1 155.8333 F
___TOTAL WIRE AREA, A.
ISHOP I
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Page 226 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Survei REVISION #
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 131 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 S t I
I I _L 1 1 77 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PLANT: I CRYSTAL RIVER I UNIT: I N/A I SURVEILLANCE NUMBER: I 8TH I YEAR: I 35TH TENDON GENERAL INFORMATION:
F IDENTIFICATION #:
I 46H08 I
I GROUP:
I HOOP
- OF WIRES, Ns.
163 I
TAG LENGTH, Ld (ft) =
j 155.7500 j
7mm WIRE AREA (inz) =
TFNfANIj FINr 0.05965 I___
TOTAL WIRE AREA, A. (in2) = I 9.72295 i-I wnp I
I1 In I
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I I I I I I I I I I (ajcuiqtionjs07t-00j3 I Page 227 of 325
DOCUMENT NO:
I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG REVISION #
0 8th Period (35th Year) Tendon Surveillance SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE I
32 OF 43
________PREPAREDBY:
BAG DATE:
07/10/07 lREVIEWED BY:
CEO DATE:
08/02/07 PLANT:
CRYSTAL RIVER UNIT:
N/A ISURVEILLANCE NUMBER:
8TH YEAR:
35TH TENDON GENERAL INFORMATION:
IDENTIFICATION #:
D128 I
I GROUP:
I DOME 1#OF WIRES, Ns =
161 F
TAG LENGTH, L, (ft) =
1 146.2083
=
7mm WIRE AREA (in4) =
0.0596 _UT:_5 TOTAL WIRE AREA, As (in2) =
I D9.60365
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Page 228 of 325
DOCUMENT NO:
CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance S RE* LAE SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 1 33 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 PLANT:
CRYSTAL RIVER UNIT:
N/A I SURVEILLANCE NUMBER:
8TH YEAR:
35TH j____________TENDON GENERAL INFORMATION:
IDENTIFICATION #:
D129 I
I GROUP:
DOME 1# OF WIRES, Ns =
163
TAG LENGTH, Lf (ft)
144.5208 T
7mm WIRE AREA (in') =
T=K*nfK
=inM QDl=flt~
0.05965 IT.
ITOTAL WIRE AREA, A. (in') =
IT-I Q~jno 9.72295 I
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I Attachment 2
Page 229 of 325 Page 229 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance RESON#
i SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED I
PAGE 134 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07
!1 1 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17 1 1 1 1 1 1 1 -
PLANT: I CRYSTAL RIVER I UNIT: I N/A I SURVEILLANCE NUMBER: I 8TH I YEAR: I 35TH TENDON GENERAL INFORMATION:
L_
IDENTIFICATION #:
I D130 I
I GROUP:
I DOME
- OF WIRES, Ns =
163 1
I TAG LENGTH, L, (ft) =
1 142.6250 7mm WIRE AREA (inz) =
0.05965 TOTAL WIRE AREA, A. (in2) = j 9.72295 T"
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Page 230 of 325
DOCUMENTNO:
CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REVISION #
SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE I 35 OF 43 PREPARED BY:
BAG DATE:
071/0 EVIEWED BY:
CEO DATE:
08/02/07 I
PLANT:
I CRYSTAL RIVER I UNIT: I N/A I SURVEILLANCE NUMBER: I 8TH I YEAR: I 35TH I-TENDON GENERAL INFORMATION:
-I F
F-F 4-IDENTIFICATION #:
D211 I
I GROUP:
I DOME 1#OF WIRES, N. =
1 163 1
I TAG LENGTH, La (ft)==
j 142.0417 7mm WIRE AREA (in') = 1 0.05965 I
I TOTAL WIRE AREA, A. (in') = I 9.72295 I I I II I
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I I I I I I I I I 1 I I I I I I I I I I I I I I T Ul ino ru j I I Page 231 of 325
DOCUMENT NO:
I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (3th Year) T n
REVISION #
0 8th erid (5th ear TedonSurveillance SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 136 OF 43 PREPARED BY:
BAG DATE:
071007RVIEWED BY:
CEO DATE:
08/02/07 PLANT:
CRYSTAL RIVER UNIT:
N/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH TENDON GENERAL INFORMATION:
IDENTIFICATION #:
0212 GROUP:
DOME
- OF WIRES, Ns =
163 TAG LENGTH, L
=
(ft) 144.2500 7mm WIRE AREA (ins) =
0.05965 TOTAL WIRE AREA, As (in2) =
9.72295 TI=Ninnki ;I:Kn *PlDFlwiF_ IPlI IT-
-linP I
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DOCUMENT NO:
I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance VISION #
SAFETY RELATED SQ 12.2 Grease Void Volumes-NON-SAFETY RELATED PAGE 137 OF 43
________PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 SPLANT:
CRYSTAL RIVER UNIT:
N/A JSURVEILLANCE NUMBER:
8TH YEAR:
35TH 2
TENDON GENERAL INFORMATION:
IDENTIFICATION #:
D213 I
I GROUP:
I DOME 1
.1 I.
I
- OF WIRES, N. =
163 I
I TAG LENGTH, LU (ft) =
1 146.1875 I
I-7mm WIRE AREA (in') = L n_05965 TOTAL WIRE AREA, A. (inz) =
9.72295 I I I II I I I I I I I I I I I I I I I
I. I I I I I I I I I I I I
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1 Page 233 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance SREVISION #
0 SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE F 38 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07 PLANT: I CRYSTAL RIVER UNIT:
N/A SURVEILLANCE NUMBER:l 8TH YEAR:
35TH TENDON GENERAL INFORMATION:
IDENTIFICATION #:
D237 I
I GROUP:
I DOME 1# OF WIRES, Ns =
1 163 1
I TAG LENGTH, L, (ft) =
1 123.2292 7mm WIRE AREA (in") = I Tkrflmr
~
Eki 0 n.AR TOTAL WIRE AREA, A. (in2) =
9.72295 Cl r%
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Page 234 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG REVISION #
0 8th Period (35th Year) Tendon Surveillance SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 39 OF 43
________PREPARED BY:
BAG DATE:
07/10/07 EVIEWED BY:
CEC DATE:
08/02/07 PLANT:
CRYSTAL RIVE UNT
/
SURVEILLANCE NUMBER:
8TH YEAR: I35TH
-~_______________TENDON GENERAL INFORMATION:
4 IDENTIFICATION #:
D238 I
I GROUP:
I DOME 1# OF WIRES, N=.
163
TAG LENGTH, Lo (ft)
j 118.9792 L
7mm WIRE AREA (in') = L 005965 TOTAL WIRE AREA, A. (in=')
QUAD T_
9.72295 I I II I
I I I
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DOCUMENTNO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REVISION #
0 SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED I
PAGE I 40 OF 43 PREPARED BY BAG DATE:
07/10/07REVI EWED BY:
CEO DATE:
08/02/07 PLN:CYSA IE UNIT: IN/A SURVEILLANCE NUMBER:
8TH YEAR:
35TH PLAN:
I RYS AL RVER TENDON GENERAL INFORMATION:
IDENTIFICATION #:
D239 I
I GROUP:
I DOME
-1# OF WIRES, Ns 163 ii TAG LENGTH, Lu (ft)=
114.4167 L
7mm WIRE AREA (in')
=
0.05965 I
I TOTAL WIRE AREA, As (in2) = I 9.72295 I I I I II I
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Page 236 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance REVSION#
0 SAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE 1 41 OF 43
=PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEO DATE:
08/02/07 PLANT:
CRYSTAL RIVER UNIT:
N/A SUVILNEUM R:8H YA:3T i
TENDON GENERAL INFORMATION:
IDENTIFICATION #:
I D336 I
I GROUP:
I DOME
[-#OF WIRES, Ns =
1 163 TAG LENGTH, Lu (ft)=_
=
128.4375 D
7mm WIRE AREA (in") = I
- A iRS.RR jf_] TOTAL WIRE AREA, As (in') =
QI0 UD 9.72295 I I I I I I I III I
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- I I I I I I I I III I I I I1 11 1 I 1u1,nS-01 II d-Page 237 of 325
DOCUMENT NO: ICR-Ni 002-020 Crystal River Unit 3 DOCUMENT TYPE:
ENG 8th Period (35th Year) Tendon Surveillance SAETYIRELATE0 SQ 12.2 Grease Void Volumes INON-SAFETY RELATED PAGE I_42 OF 43 PREPARED BY:
BAG DATE:
07/10/. ý7 EWED BY:
CEC DATE:
08/02/07 PLNT:ý CRYSTAL RIVER IUNIT: IN/A ISURVEILLANCE NUMBER: I8TH YEAR: I35THL
______________TENDON GENERAL INFORMATION:
IDENTIFICATION #:
D337 I
I GROUP:
I DOME 1# OF WIRES,N 9 =
163 I
TAG LENGTH, Lb (ft)
1 124.5417 E
7mm WIRE AREA (in') =
0n0595 J
f TOTAL WIRE AREA, A. (inz)
Q~%0 7
9.72295 SHAHIGVOUE,{h
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Page 238 of 325 I I I 1 I I I I I I I I I I I I I I I I I I I
- c jt6jSuuj Page 238 of 325
DOCUMENT NO: I CR-N1002-020 Crystal River Unit 3 DOCUMENT TYPE:
8th Period (35th Year) Tendon Surveillance REVSAON #
RA Year) endonSAFETY RELATED SQ 12.2 Grease Void Volumes NON-SAFETY RELATED PAGE I 43 OF 43 PREPARED BY:
BAG DATE:
07/10/07 REVIEWED BY:
CEC DATE:
08/02/07
- rnm1221122 PLANT:
I CRYSTAL RIVER I UNIT: I N/A I SURVEILLANCE NUMBER: I 8TH I YEAR: I 35TH
-I I-TENDON GENERAL INFORMATION:
-I 4-IDENTIFICATION #:
D338 I
I GROUP:
I DOME
-- # OF WIRES, N. =
1 162
TAG LENGTH, Ld (ft)
120.2083 7mm WIRE AREA (in') = I 005965 TOTAL WIRE AREA, A~ i~
9.6633 I I I I I I I I I I
1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Page 239 of 325
DOCUMENTNUMBER:
CR-N1002-500: ATTACHMENT F REVISION:
0 PAGE.
I DOCUMENT TITLE:
CR-N1002-100, USF SET POSITION DESIGN PROJECT TITLE:
3 0TH YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE:
08/15/07 ATTACHMENT F - CR-N1002-100, "USF SET POSITION DESIGN" Calculation S07-0033 Revision 0 Page 240 of 325
Y z-x Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:28 PM CR-N1002-100 CR-N 802-1.0 fi"qn Set.R..
Revision 0 Page 241 of 325
y z
x
'7 15 21 Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:30 PM CR-N1002-100 CR-NJ002-USF ein Set.R.
CalcuatonS0-3" Revision 0 Page 242 of 325
Y z
x Precision Surveillance Co-.
Crystal River USE Set Position Design Brian Giomnetti Aug 6, 2007 at 12:31 PM CR-NI 002-100 CRNO2ý1 gRj Set.R...
Revision 0 Page 243 of 325
Section Sets Y
USF Main USF I Cross SUSF 0 Cross A
Base Main Z
X BIBase Cross Trolley Front Columns Brace Front I-Back Columns BASE BACK Stub Columns Stub Brace Precision Surveillance Co...
Crystal River USE Set Position Design Brian Giometti Aug 6, 2007 at 12:32 PM CR-NI00-1002-100 0210UFDso Set.R..
Revision 0 Page 244 of.325
LdsLC-2,813kDft RstfL2D Recto uit rek.n\\kf 10.
101 Member Code Checks Displayed Loads: LC 2, DL Results for LC 2, DIL Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:3 CR-NI1002-100 CR-N 002-1.q0 i
IalIc ulatloi nL*oF7_[891:
Revision 0 Page 245 of 325
-2.7 1k
-2.'
14.3 14.8 14.8 Member Code Checks Displayed Loads: LC 3, DL+LL+Hoist In Results for LC 3, DL+LL+Hoist In Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 1:
CR-N1002-100 CR-N80 2-1 0 Revision 0 Page 246 of 325
Y Code Check No Calc
> 1.0 W90-1.0
.75-,90
.50-75 0.-.50
-2.81Z
-2.813k/ft 4.7 24.4 Member Code Checks Displayed Loads: LC 4, DL+LL+Hoist Out Results for LC 4, DL+LL+Hoist Out Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:38 PM CR-N1002-100 CRaN 0 2 -1 al No'%iqn Set.Rn Revision 0 Page 247 of 325
31.4 4.64666
.8k 04 Rai u
qisaekadkf
-4 66k.
1I CR-NN 100-106 Cii
'311.4 Member Code Checks Displayed Loads: LC 5, 4:1 Equivalent Results for LC 5, 4:1 Equivalent Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:3 CR-N1002-100 CR-N 0 2-1 0 ial Revision 0 Page 248 of 325
Y Code Check I
No Calc
'1.0 90-1.0
.75-.90
.50 75 0-50
-2.813k/ft
-2.813k/ft
-2.7 1k
-.1
-.1 23 Member Code Checks Displayed Loads: LC 6, DL+LL+WLX30 Results for LC 6, DL+LL+WLX30 Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:39 PM CR-N 1002-100 CR-N80P2 -1Lg U
n Set.R.
CalcuatonS0-33 Revision 0 Page 249 of 325
-2.81:
-2.71k
-2.7 1k 25.9 223 Member Code Checks Displayed Loads: LC 7, DL+LL-WLX30 Results for LC 7, DL+LL-WLX30 Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 1, CR-N1002-100 CR-N8102.1Q0 USilI ualculation u-Revision 0 Page 250 of 325
-2.71k
-2.71k
-.4 25 25 Member Code Checks Displayed Loads: LC 8, DL+LL+WLZ30 Results for LC 8, DL+LL+WLZ30 Reaction units are k and k-ft Precision Surveillance Co.
Brian Giometti CR-N`1002-100 Page 251 of 325
Y Code Check I No Calc
> 1.0
.90-1.0
.75-.90 H 50-.75 f0-50
-2.813k/ft
-2.71k
-2.7 1k 5.2 23.9 23.9 Member Code Checks Displayed Loads: LC 9, DL+LL-WLZ30 Results for LC 9, DL+LL-WLZ30 Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:43 PM CR-N1002-100 CR-N0 2-e0 g
Revision 0 Page 252 of 325
z Code Check No Calc
- 1.0
.90-1.0
.75-90
.50-75 0-50
-1 20.8
-.9 27.8 Member Code Checks Displayed Loads: LC 10, DL+LL+WLX150 Results for LC 10, DL+LL+WLX150 Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:43 PM CR-N 1002-100 CR-N1002-10 USFDei Set:R.
alcuatonS7-3" Revision 0 Page 253 of 325
Y Code Check No Calc
.9D-1 0
.75-.90
.50-75 0 -50
-2.06k 9.8 28.1 Member Code Checks Displayed Loads: LC 11, DL+LL-WLX150 Results for LC 11, DL+LL-WLX1 50 Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:44 PM CR-NI1002-100 CR-N80 2-1 0 Set.R...
c~aulaonS0-8 Revision 0 Page 254 of 325
z Code Check No Calc
- 1.0
.90-1.0
.75-90
.50-.75 0-50
-2.06k
-2.06k 11 16.8 Member Code Checks Displayed Loads: LC 12, DL+LL+WLZ150 Results for LC 12, DL+LL+WLZ1 50 Reaction units are k and k-ft Precision Surveillance Co..
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:44 PM CR-N1002-100 CR-NOP2 -1 0 nSet.R...
- alcMaon *0-8 Revision 0 Page 255 of 325
Y Code Check I No Calc 10
.90-1 0
.75-.90
.50-.75 0 -50
-2.06k
-2.06k 19.6 8.2 Member Code Checks Displayed Loads: LC 13, DL+LL-WLZ150 Results for LC 13, DL+LL-WLZ150 Reaction units are k and k-ft Precision Surveillance Co..
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:45 PM CR-N 1002-100 CR-NO002-1Q0 L
?8qn Set.R.
lalculation L% -8 Revision 0 Page 256 of 325
-2.71k 1.4 17,2
-.1 39.6 Member Code Checks Displayed Loads: LC 14, DL+LL+DBE(X)+DBE(Y)+DBE(Z)
Results for LC 14, DL+LL+DBE(X)+DBE(Y)+DBE(Z)
Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 1, CR-N 1002-100 CR-N102c100tUSF2 alcuatonS0-Revision 0 Page 257 of 325
-2.813kift
..*'1"1" ~
U*
".27k/f
,i::rk/ft 1.8k.
1 k 211.1.,
7.9 31.7 9.3 Member Code Checks Displayed Loads: LC 15, DL+LL-DBE(X)-DBE(Y)-DBE(Z)
Results for LC 15, DL+LL-DBE(X)-DBE(Y)-DBE(Z)
Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 1:
CR-N1002-100 CR-N 0 2-1 0 Revision 0 Page 258 of 325 k/dft
Y Code Check No Calc
.90-1.0
.75-90
.50,75 IL0-50
-2.06k
-2.06k 2.4
-.2 49.7 Member Code Checks Displayed Loads: LC 16, DL+LL+MHE(X)+MHE(Y)+MHE(Z)
Results for LC 16, DL+LL+MHE(X)+MHE(Y)+MHE(Z)
Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:50 PM CR-N1002-100 CR-NJOp2.1.g0 U Ijn Set.R..
Revision 0 Page 259 of 325
Y Code Check No Calc
'10
.90-1.0
,75-.90
.50-75 0-50
-2.81'
-2.813k/ft
-2.06k
-2.06k 55.3 Member Code Checks Displayed Loads: LC 17, DL+LL-MHE(X)-MHE(Y)-MHE(Z)
Results for LC 17, DL+LL-MHE(X)-MHE(Y)-MHE(Z)
Reaction units are k and k-ft Precision Surveillance Co..
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:51 PM CR-N1002-100 CR-N 0 Set.R20'
- arula lon ****StR Revision 0 Page 260 of 325
y Code Check
- No Calc
>1.0 90-1.0
.75-.90
.50-.75 0-50 Member Code Checks Displayed Solution: Envelope Reaction units are k and k-ft Precision Surveillance Co...
Crystal River USF Set Position Design Brian Giometti Aug 6, 2007 at 12:52 PM CR-N1002-100 CR-N8002-ll 0
'n Set.R..
Revision 0 Page 261 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number: CR-N1002-100 Crystal F Aug6, 2007 1:02 PM Checked By:
liver USF Set Position Design Global Display Sections for Member Calcs 15 IMaxaInternal Sections forMemrber Calcs 97 Include Shear Deformation Yes Area Load Mesh (inA12) 144 M~ erge Tolerance (i).12-P-Delta Analysis Tolerance05%
Hot Rolled Steel Code AISC: ASD 9th
,Cold~FodrmeStdet Code AlSl 99: ASD Wood Code NDS 91/97: ASD WoolTemperature
< 10OF Concrete Code ACI 2002 Number of Shear Regions 4
Region Spacing Increment (in)
'*4 4
Biaxial Column Method PCA Load Contour
'ParmeBeta Factor (PCA) \\*1/4 65<2 kk Concrete Stress Block Rectangular Use Cracked Sections
~
Yes
~ 2 Bad Framing Wamings No Hot Rolled Steel Properties Label E [ksi]
G [ksil Nu Therm Al1 E5 F)
Density[k/ftA3]
Yield[ksi]
1 A36 Gr.36 1 29000 11154
.3
.65
.49 36 "2
A572 Gr.50 290QQ 11154.3
.65
.49 3
A992 29000 11154
.3
.65
.49 50 5
A500 Gr.46 1 29000 11154
.3
.65
.49 46 6
Cable
.29;*00 11154
.3 65' 0_...____
Material Takeoff Material Size Pieces Length[ft]
Weight[K]
1 Hot Rolled Steel 12k 2kA3k 6 Gr.36 */
2k 1
0 3
A36 Gr.36 slOx25.4 322.5
.6 4A,6Gr3' 2 A-x5Ž 2~
1 22.5 5
A36 Gr.36 TU4X4X6 2
4.5 0
6i A36-Gr.-36 W 14x-3-0 ---.
2 2
255 7
A36 Gr.36 W14x43 2_25.3 1.1 8
"~A36 Gr.36 W14X68
~
1'
-7.5*
K 9
A36 Gr.36 W21x73 2
53.3 3.9 10
<A36 Gr.36 W6X1 52k~+/-
2
'25.5
.4 11 A36 Gr.36 W8x28 15
.4 12P AýQGr.36-
~
W8x4O 2
25j 551 13 Cable 3/4 IN WIRE ROPE 4
64.2 0
1i4H Total*RSt*eI 25 296.4 9
Hot Rolled Steel Section Sets Label Shape Design List Type Material Design Rules A [in2l lyy [in4l Izz [in4]
J [in4]
F1 1USF Main W21x73 Wide Flange Beam A36 Gr.36 Typical 21.5 1 70.6 11600 1 3.02 US ICrosss
>ex254 WiedFl6ange I B
7.46 16 RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design Set.QWOtion S07-FUQe 22 Revision 0 Page 262 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number: CR-N1002-100 Crystal River USF Set Position Design Aug 6, 2007 1:02 PM Checked By:
Hot Rolled Steel Section Sets (Continued)
Label Shape Desian List Type Material Design Rules A rin2 Ilyy in4L Izz rin4l J.in4L 3 IUSFOCross W8x28 Wide Flange Beam A36 Gr.36 Typical 8.25
-21.7 98
.54 A4 !hBase Main !W*I443 d,1lang;ej Beam"' A36 Gr.36 JTypical i 12*61 45.2 44 105 5 Baseross W14x30 Wide Flange !
Beam A36 Gr.36 Typic1l 8.85 19.6 291
.38 6
Troll
~S,*S0x25.4, Wide Fange i Bea A36Gr.36 Typical 7.46 624
.6 Frnt Colum..
W8x40 Wide FlangeI Column A36 Gr.36 Typical 11.7 49.1 146 1.12 8
rc Frn3/4 IN WIR... Round Default H
~B'race Cable Tyia l
.97 1 1~r 1i~tiv 9
Back Column W6X15 Wide Flange Column A36 Gr.36 Typical 4.43 9.32 29.1 1
1410 1BASE BACK
~W14X68 Wid Flange~ ~Beam 7A36~Gr'36J Typical~ _20 121w 723:
3.02~
1 tub Columnsý TU4X4X6 ITube
.Columnn A36 Gr.36 Typical 5.08 10.7 10.7 18.4 12 1Stub Brac L2X2X4 ISingle AngIl I Hace 'A36 Gr 36 T
iP>.98 34<
38' 7i7 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Design List Type Material Design Rules 1
M1 N1 N2..USF Main Wide Flanqe Beam A36 Gr.36 Typical1 N2lM 3*
N',,4*
- SE-Main: -Wid.........
3 GAk-Tpia 3
M3 N9 N5 90 Back Columns Wide Flanqe Column, A36 Gr.36 Typical 4- _M4__
~N11 Ni7_
90
-Fr~ont Columnsii Wide Flange' Column Ar36 Gr.36 T
y~ical 5
M5 N10 N6 90 Back Columns Wide Flanqe Column A36 Gr.36 Typical 6
~M6'.N12 N8
- 90.
Front olumns.W.ide Flange ColumnA36 r.36. Typical 7
M7 N13 N14 Base Main Wide Flanqe Beam A36 Gr.36 Typcal 1 9
NM9-_
/N9
/_N_ _
_BsM_10_
BASE BACK Wide Flange Beam A36 Gr.36 Typicl 10 M1 N11 N12 1BaseCrossVideFlangle 1 ea A36 Gr.36~ I ~ical 11 Mll N5 N6 USF I Cross Wide Flanqe Beam A36 Gr.36 Tyoical 12 M 12__
N17 N18<
,USIF I Cross Wide FlanceI Beam A36 Gr.36 Typical 13 M135 N8 USE I Cross Wide Flanae Beam A36 Gr.36 Typical 14 M14 N19 N20 USF 0 Cross Wide Flanae Beam A36 Gr.36 Typcal 15 Mi5 N21 N22 SF 0 Cross Wide Flan Beo/
.A36 Gr.36
- 16.
N2 2
aeCos W deFa eIB a
,IA36 Gr.36*',
~iypcal*
17_
M17_N12 N7 Brace Front Round Default HBrace Cable Typicl 17 M17 MN12i
' }r N41 Brace Front Round Default HBrace Ca....
pical 19 M19 N6 N9 Brace Front Round Default HBrace Cable Typicl 20~
M20
-N5' N10 Brac~e nt Round Default HBrace 7Cable Tyri caI 21 M21 N23 N24
.Trolley Wide Flanqe Beam A36 Gr.36 TvoI 22 M22
- j.
j N35 Stu Co*tclumns*
Col U mn A36, G.3' Typical
_23
_M23 N32
_N34
___Stub Columns Tube Column A36 Gr.36 Typicl
.24AU H~ae2 riu~?
1NA Stub~Brgce Single P-I A36 Gr.36 TyoicaI~
25 1 M25 I
N35 I
N32 I
I_
I Stub Brace I Single An-gle HBrace A36 Gr.36 Typical Member Advanced Data Label I Release J Release I Offsetrinl J Offset ill T/C Only Physical TOM Inactive 1
M2 Yes 3
M3 BenPIN BenPIN M7 M1 Yes 4
4 COQOOXO OOOOXQ v 7i~~
'~M 1 Yes~
5 M5 BenPIN BenPIN M8 M2 Yes 7
M7 Yes
-87~'
M8 Yes 9
M9 BenPIN BenPIN Yes Yes M11*
BenPIN BenPIN Yes 11 M11 BenPIN BenPIN Yes 12 M12 BenPIN BenPIN Yes RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design SetobBD* tifon S07-1tWe 23 Revision 0 Page 263 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number: CR-N1002-100 Crystal R Aug6, 2007 1::02 PM Checked By:
iver USF Set Position Design Member Advanced Data (Continued)
Label I Release J Release I Offsetfin]
J Offset[in]
TIC Only Physical TOM Inactive 15 M15 BenPIN BenPIN I
YesI 16 M16 BenPIN *.BenPIN
.Yes
-. Yes...
17 M17 BenPIN BenPIN Tension Only Yes 19 M19 BenPIN BenPIN I
Tension Only Yes 20 M20 BenPIN BenPIN F~
~
iT-ension Only Ye~s'<>
21 M21 BenPIN BenPIN Yes Yes 22 --
M22 BenPIN Yes_
23 M23 BenPIN Yes
>24 M24 BenP1N-BenPIN Ye 25 M25 BenPIN BenPIN Yes Joint Coordinates and Temperatures Label X [ftl Y rft]
Z ffl Temp [F]
Detach From Diap..,
1 N1 1
0 14.18O1 0
2 0
14-18~>
1-6.__7__0 3
N3
-7.5 14.18 0
0 LA 4
~
N4
~
-7.5>
14.18---
26.67i
>0>9 15 N5 0
14.18
.833 0
7 N7 014.18 11.8333 0
9 N9 0
0
.833-0 oN1 0
0 11.8333 0
12~~I N1211833D-13 N13 0
0 0
0 14-14
'7 75-
~-
07 0d 4 ~
i C266 04,4 15 N15
-7.5 00
-0 17 N17 0
14.18 6.333 18 1 N18
~
-75
~
-14.-18--
6.3 09 19 N19 0
14.18 17.5833 0
20_
N20'
-7.5 II ZL 4.18 1758
>77' L21 N21 0
-14.18 11 23.333 01 23 N23-3.75 14.18
.833 0
.24 N24
-. 75 4.118 1
23.333 25 N25
-3.-75 14.18 6.3330 269 7 N26
-3.7 14.18 11.8333 0
27 N27
-3.75 14.18 17.5833 0
28 28 001.833
~
0 29 N29
-7.501.30 30N30>
09 0~-~k 2.3966 31 N31
-7.5 0
2.396 0
324 N32 0
0.2.25" 9
12.1876 0
33 N33
-7.5 0
12.187 0
35 N35
-7.5
-2.25 12.187 0
Joint Boundary Conditions Joint Label X [rkin]
Y [k/in]
Z [k/in]
X Rot.[k-ft/radl Y Rot.[k-ft/rad]
Z Rot.[k-ft/rad]
Footing 2
49 3
N12 RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design SetARO]tion S07-01ge 24 Revision 0 Page 264 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number: CR-N1002-100 Crystal River USF Set Position Design Aug 6, 2007 1:02 PM Checked By:
Joint Boundary Conditions (Continued)
Joint Label X kin Y kwin Z k/in X Rot.fk-ft/rad Y Rot.k-ft/rad Z Rot.
Footinqa 5
N15 6
N31 Reation Reation uReactionL 7
N28 9
N33 Reaction Reaction 11 N29 113 N 14 1 14
_____N!__
Reaction 115 1 N35 Reaction I
Member Distributed Loads (BLC 4 : Counterweight)
Member Label Direction Start Magnitudefk/ft.... End Magnitude[k/ft.d...
Start Location[ft %1 End Location[ft,%]
1 M1 Y *
-2.813
-2.813
.5 4.5 2
M 2
-2.8
-2.8*
- .5 4.5 f,'
Member Distributed Loads (BLC 8: 30mph Wind (+)X-Dir)
Member Label Direction Start Magnitudefk/ft.... End Magnitude[k/ft.d...
Start Location[ft.%]
End Location[ft.%1 F2-1.
M2-X
.028 028 0
0 2
M6 x
028 0
w' 0
3 M5 X
.028
.028 0_0 M8
- x........
.028 0__
Member Distributed Loads (BLC 9: 30mph Wind (-)X-Dir)
Member Label Direction Start Magnitude[kIft.... End MaanitudeRk/ft d... Start Locationfft.%]
End Location[ft 0 1_
alX M028
-.028 1
0 1
0_-__
-3 M3 x X-.028 1
--.028,;
0----
0..
i
-4M7
~.lU.
i
-.02802&8 0
Member Distributed Loads (BLC 10: 30mph Wind (+)Z-Dir)
Member Label Direction Start Magnitude[k/ft.... End Magnitudefk/ft.d...
Start Locationfft.%]
End Locationrft,%1 1 I_
M!
Z_
.038
.038 0
0 2
M5 Z
.038
.038 0
0 Member Distributed Looads (BLC 11 : 30mph Wind (-)Z-Dir)
Member Label Direction Start Magnitude[k/ft.... End Magnitude[Ilftd...
Start Location[ft.%]
End Location[ft,%]
1 M15 Z
-.038
-.038 0
0 2
M6 z
.038
-.038 0
0 r3 M4 Z
-.038
-.0M8 0
0 Member Distributed Loads (BLC 12: 150mph Wind (+)X-Dir)
Member Label Direction Start Maanitude[k/ft.... End Magnitude[k/ft.d... Start Location[ft.%]
End Location[ft.%]-
1 _
M2 I
X 1
.281 1
.281 1
0
_0 3
M5X)
.281
.281
-4 M8 281
.201" RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design Setob8*Ution S07-DQe 25 Revision 0 Page 265 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number: CR-N1002-100 Crystal F Aug6, 2007 1:0'2 PM Checked Bv:
liver USF Set Position Desian iver USF Set Position Desian Checked Bv:
Member Distributed Loads (BLC 13: 150mph Wind (-)X-Dir)
Member Label Direction Start Magnituderk/ft.... End Magnitude[k/ft.d...
Start Locationfft.%]
End Locationf{,%]
1 M4 X
-.281
-.281 1
0 1
0 2_M____-28 0
0 3
M3 X
-.281
-.281 0
0 Member Distributed Loads (BLC 14: 150mph Wind (+)Z-Dir)
Member Label Direction Start Maanitude[k/ft.... End Magnitude'k/ft.d...
Start Location[ft.%l End Location[ft.%1 3
M
.302
.302 0
L
___4____9 uzL
.3-02
.302 0~O 0
Member Distributed Loads (BLC 15: 150mph Wind (-)Z-Dir)
Member Label Direction Start Magnitude[k/ift.... End Magnitude[k/ft.d... Start Location[ft.%]
End Locationift,%]
-.302
--.302 0
0 2M6
'7 il7 W
-.302
~
-.302 0
U SM4 z
-. 302
-.302 0
0
-4*
q1I0*
Z*
-302*
02*
-0 Member Distributed Loads (BLC 16: DBE EQ (+)X-Dir)
Member Label Direction Start Magnitudefk/ft.... End Magnitudefk/ft.d...
Start Locationrft.%}
End Location[ft,%]
I1 M2 x
.127 1
.127 1
0 0
- 2 *
"'M.
- 127127, 0-.
0 Member Distributed Loads (BLC 17: DBE EQ (-)X-Dir)
Member Label Direction Start Maanitudefk/ft.... End Maanituderk/ft.d...
Start Location[ft.%]
End Locationfft.%]
1 M1 X
-.127
-.127 0
0 2 ý M2 x-127
-. 2 7
Member Distributed Loads (BLC 18: DBE EQ (+) Y-Dir)
Member Label Direction Start Maanitudefk/ft.... End Magnituderk/ft.d... Start Locationift,%]
End Locationf{,%] "
1 M2 Y
1
.02 1
.02 1
0
_0 2
4A1*V Y<<
.0~2
';:0'21/27 0_____0 3
M15 Y_,02_.02 0
0 5
M13 Y
.02
.02 0
0 6
%_~112
.02_____
.02---_____0 7
M11 Y
.02 1
.02 1
0 0
Member Distributed Loads (BLC 19: DBE EQ (-)Y-Dir)
Member Label Direction Start Magnitudek/lft... End Magnitudefk/ft.d...
Start Location[ft.%]
End Location[ft.%]
F1 M2 Y-.02
-.02 0
0 3
M14 Y
-. 02
-. 02 0
0 5
M12
-Y
-.02
-02 0
0 Mil Y
-.02
_.02 0-0 7
M1 I
Y 1
-.02 1
-.02 1
0 1
0 Member Distributed Loads (BLC 20: DBE EQ (+)Z-Dir)
Member Label Direction Start Magnitude[klft.... End Magnitude[k/ft.d... Start Location[ft.%]
End Locationift,%]
1.Mll z
1
.18 1
.18 1,
0 10 31 M13 Z
.18_.18 0
0 RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design Setobli3Dltion S07-t je 26 Revision 0 Page 266 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number: CR-N1002-100 Crystal River USF Set Position Design Aug6, 2007 1.:02 PM Checked By:
Member Distributed Loads (BLC 20: DBE EQ (+)Z-Dir) (Continued)
Member Label Direction Start Maonitudefk/ft.... End Maqnitudefk/ft,d...
Start Locationftft.%
5 M15 Z
.18 1
.18 0
0 Member Distributed Loads (BLC 21 : DBE EQ (-)Z-Dir)
Member Label Direction Start Magnitude[k/ft.... End Magnitudefk/ft.d...
Start Location[ft,%]
End Location[ft,%
1 -T M14 Z
-.18
-.18 0
0 3
M13 Z
.18
-.18 0
0 5
Ml Z
-.18
-.18 0
0 Member Distributed Loads (BLC 22: MHE EQ (+)X-Dir)
Member Label Direction Start Magnitude[k/ft.... End Magnitudefk/ft.d... Start Location[ft.%]
End Location[ft,%]
1!
M2 x
.326 1
.326 1
0 0
Member Distributed Loads (BLC 23: MHE EQ (-)X-Dir)
Member Label Direction Start Maonitude[k/ft.... End Magnitude[k/ft.d... Start Location[ft,%1 End Location Mt.%1 S1M1 X
1
-.326
-.326 0
]0 2
.2 x2
- -. &2*0 0
Member Distributed Loads (BLC 24: MHE EQ (+)Y-Dir)
Member Label Direction Start Magnitudefk/ft.... End Magnituderk/ft.d...
Start Location[ft,%1 End Locationrft,%]
IM2 I
Y
.058 1
.058 0
0 2
M15 Y
.058
.058 0
0 3
M15 Y
.058
_._058 0
0 7
M14 Y
.058
.058 0
0 Member Distributed Loads (BLC 25: MHE EQ (-)Y-Dir)
Member Label Direction Start Magnituderk/ft.... End Magnitudek/ift.d... Start Locationrft.%l End Location[ftQ0 1M2 1_-058_1___058_1_0___0 2
M15 Y
-.058
-.058 0
0 4
M14 Y
-.058
-.058 0
0 5
M12 Y
-.058
-.058 0
6
~
Mill
.1YiLL
-.058
-.058.
0_______
0_______
7 M1 Y
-. 058
-.058 1
0__
Member Distributed Loads (BLC 26: MHE EQ (+)Z-Dir)
Member Label Direction Start Magnitude[k/ft.... End Magnitudefk/ft.d...
Start Location[ft.%
End Location[ft.%]
1 Ml z_1
.463 1
.463 -
0 0
3 M13 Z
463
---. 463 0
0 5
M15 Z
.463
.463 0
1
_0 Member Distributed Loads (BLC 27: MHE EQ (-)Z-Dir)
Member Label Direction Start Magnitude[klft.... End Magnitude[k/ft.d... Start Location[ft,%]
End Location[ft,%]
M15 Z
-.463-'
-.463 0
0 2__
~M14) iz.i
-. 6 a4 0_______
_3_
M13 Z z
-.463
-1
-.463 1_0 0
RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design Setj3O]tion So7-1u-Qe 27 Revision 0 Page 267 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1002-100 Crystal R Aug6, 2007 1:Cc2 Pm Checked By:
liver USF Set Position Desian Member Distributed Loads (BLC 27: MHE EQ (-)Z-Dir) (Continued)
Member Label Direction Start Maanituderk/ft.... End Maanitudefkllt~d.:. Start Locationrft,%l End Location[ft,%1-5 1
Mil z
-.463
-.463 0
1 0
Joint Loads and Enforced Dispiacements Joint Label LD.M Direction Magnitude[k.k-ft inrad k*s^2/ft]
No Data to Print...
Member Point Loads (BLC 2 "Platform Dead)
Member Label Direction Magnitudefk~k-ft]
Location[ft,%]
1 M
Y
-.96 17.85 3
M2 Y
-.96 21.85 Member Point Loads (BLC 3: Platform Live)
Member Label Direction Magnitude[k.k-ft]
Locationrft,%]
1 M2 Y
21.85 1
-.65
>L,
21.85&
M M2 Y
-.65 17.85 Member Point Loads (BLC 4: Counterweiqht)
Member Label Direction Magnitude[k.k-ft]
Locationrft.%]
1 M16 Y
-2
%50 2
-2 Member Point Loads (BLC 5: Hoist In)
Member Label Direction Magnitude[k~k-ftl Location[ft,%]
1 M21 Y
-11.8 4
Member Point Loads (BLC 6: Hoist Out)
Member Label Direction Magnitude[k.k-ffl Location[ft.%
1 M21 Y
-11.8 20 Member Point Loads (BLC 7: Tractel Basket)
Member Label Direction Magnitude[k.k-ft]
Location[ft,%]
1 M2L17,85 2
M21 Y
-1.1 17.85 3
M2 Y
-1.1 21.85 Basi Load Cases BLC Descrption Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (...
1 Self Weiqht DL-1 2
PlatfonnDead-u12L 4
- ~>
Af>~7~
T 3
Platform Live LL 4
4 ~Counterwight D
Lh21
- .2-Ž 5
Hoist In LL I
7 Tractel Basket DL 4
8~ 'ý3Omh hWind (+)X-Dir WVLX<'<
4
~
RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design Setobl]tion S07-1W-ge 28 Revision 0 Page 268 of 325
Company
- Precision Surveillance Corp.
Designer Brian Giometti Job Number: CR-NI002-100 Crystal F Aug 6, 2007 1:02 PM Checked By:
liver USF Set Position Desian iver USF Set Position Desian Checked Bv:
Basic Load Cases (Continued)
BLC Description Category X Graviy Y
t ra vi Joint Point Distributed Area (Me... Surface 9
30rmph Wind (-)X-Dir WLX 1_4 11 30mph Wind (-)Z-Dir WLZ 4
12 150mph Wind (+)X-Dir WLX 4
13 150mph Wind (-)X-Dir WLX 4
141SmhWn
+ZD WLZ 4
15 150Omph Wind (-)Z-Dir WVLZ 4
184]DBE EQ (4)Y-Dir RELY 7
21 DBEEQ (-)ZDir iELZ 23 MHE EQ (,)X-Dir ELX 2
24 MHE EEL(ffi
______-ELY----
7 25 MHE EQ (-)Y-Dir ELY 7
27 MHE EQ (-)Z-Dir ELZ 5
Load Combinations DescrDtion SolvePD... SR..
BLC Factor BLC Factor BLC Factor B Factor BLC Factor BLC Factor BLC Factor BLC Factor 1
COG 1
1 3
DL+LL+Hois.. Yes L2 1
3 1
5 1
-4 CIL~l1+IIois.. Ye L2_
1Z 3Ži 111 6~ - 1 5
4:1 Equivalent Yes L2 1
3 4
6 1
L24L*WX-1 3z 1u 6~ 1 8iI 1 1
7 DL+LL-WLX.. Yes' L2 1
3 1
6 1
9 1
<8<
-Y
~L~~ies 2L2
~
6~ 1 10 1
4j 9DL+LL-WLZ... Yes L2 1
3 1
6 1
11 1
10
[lL+L+W
- es L
1.
5 1L 12 11 DL+LL-WLX.. Yes L2 1
5 1
13 1
12 :L LL: WLZ t. i I**es 2-1...
_5 1
14.1 13 DL+LL-WLZ...Yes L2 1
5 1
15 1
14< uL.u:,DBE L2urn
£Z*
1 3
1 '
6 6
-1 16 1!
8 1
2 15 DL+LL-DBE(.. Yes L2 1
3 1
6 1
17 1
19 1
21 1
-16 D)L+
. ye L
1
- 5 22 1..
Z.4.
1 -26 1__
17 DL+LL-MHE.. Yesi L2 1
5 1 23 1
25 1
26 1 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1
COG I____
Yes Yes Yes Yes Yes Y es Yd e~s
- y es...
Yes 3
DL+LL+Hoist In Yes Yes Yes Yes Yes 4~~+
!,D::::is Ye Yi 7Ys e
Yes8 5
4:1 Eauivalent Yes Yes Yes Yes Yes 7
DL+LL-WLX30 Yes Yes Yes Yes Yes 7 - DL+/-LLWLX3O0 Yes Yes
-Yes-+
YesK
'Yes 9
.DL+LL-WLZ30 Yes Yes Yes Yes Yes 10 DL
.L+WLX15 1.33 Yes es..
Y Yes 11 DL+LL-WLX150 1.33 Yes Yes Yes Yes Yes 1
DLL+WLZ150 1.33 Ye Yes YYesI Yes-Yes 13 DL+LL-WL-Z15O 11. 33 Yes Yes Yes IYes IYes 1I/-A-3U version 5.5 LIVIA\\...\\...\\nglneerlngu-lnal Uesign\\LI'-NIUU-1UU UbF-uesign SetAWJtion su1-PiWge 29 Revision 0 Page 269 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number: CR-N1002-100 Crystal R Aug6, 2007 1 :02 PM Checked Bv:
liver [1SF SAt Pn~itinn D~ian iver USF Set Position Desian Checked Bv:
Load Combination Design (Continued)
Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings
'14EIDL+LL'+DBE(X+..YeY s
YELYs Ys I
15 DL+LL-DBE(X)-...
I Yes Yes Yes Yes Yes 17 DL+LL-MHE(X)-...
1.33 Yes Yes Yes Yes I
Yes Envelope Joint Displacements Joint X [in]
Ic Y [in]
Ic Z [nO Ic X Rotation... Ic Y Rotation...
Ic Z Rotation F... Ic 1
N1I max
.094 10
.004 5
1.215 17 7.147e-6 13 3.785e-3 16 0
16 10hi
-.2921~3i 1Q 13 6.92-17
-3.9e-3 ; 17 A
3 N2 max 3.743 16
-.087 13 1,216 17 3.546e-3 5
1.94e-2 16 0
16 4
min
-375 17
-.99 5
.9 13 5.58-13 -1.944e-2__,7 -4.44e-21 5
N3 max
.094 10
.004 5
1.197 16 5.577e-5 15 3.76e-3 16 4.056e-2 10 7
N4 max 3.744 16
-.087 13 1.197 16 3.546e-3 5
1.942e-2 16 4.066e-3 17 8
~min
-3.752 _IL -.599 5
- 354 15 5,19e4 13 1-1,42e-2+1
-408e3 16 9
N5 max
.105 10
.006 5
1,215 17 7.223e-6 13 3.787e-3 16 0
16 10 mii-10 A11 03 10
-.292 t 1-6791 -1 3.792-3 17 -. 86e31 11 11 N6 max
.106 10
.006 5
1.197 16 5.585e-5 15 3.762e-3 16 4.056e-2 10 13 N7 max
,688 16
.003 17 1.215 17 1.692e-3 5
1.067e-2 16 0
16 15 N8 max
.691 16
.007 16 1.196 16 1.692e-3 5
1.067e-2 16 4.066e-3 17 F16 mini IL 1-
-.05 1
.5 1
.659-13 -1.69e2 Z17
-408-316 17 N9 max
.019 17
.004 5
0 12 2.164e-4 5
9.54e-4 11 2.369e-2 11 18 4
-. 1 11
-.026 1
17 0
1
-1.8e3 I~L7 _ý4'171-2 '276-110 19 N10 max
.018 10
.004 15 0
12 3.287e-4 15 9.774e-4 16 2.102e-2 11 20 mnin
-.0 18 16
-. 2 6
0 1
.5 6 9-J
/_
1 21 Nil max 0
10
.013 17 0
17 2.87e-3 17 1.938e-3 17 5.322e-3 17 2
__*09_
17 14 0
13 -211-5.62le-10 23 N12 max
-009 16
-015 16 0
16 2.914e-3 16 1.466e-4 17 4.066e-3 17 24 min 0
11
-.04 1
13 -125-J15
-1.93e-16 625-11 25 N13 max
.029 17
.006 5
0 12 2.164e-4 5
9.57e-4 11 2.369e-2 11 26
~
min -.025 11
-.0 17T <0~ 171-,35e3 17 -9~.878e-4 1V7 -227F)--
27 N14 max
.012 17
.003 13 0
17 2.872e-3 17 2.056e-3 17 5.322e-3 17 28 min
-.01i.
01 -.016 17 0
3-.6e41*2.264e-4 10 -5.62 e-31 10 29 N15 max
.029 10
.008 15 0
12 3.287e-4 15 9.774e-4 16 2.102e-2 11 31 N16 max 0
17
.003 13 0
16 2.92e-3 16 1.478e-4 17 4.066e-3 17 33 N17 max
.214 16
.021 5
1.215 17 1.405e-4 5
4.857e-3 16 0
16 34 mi
-ii.217 17 -.0
- 10.
-292 13 -3.045e-4
.i..
17 33 IL
-2.5..e-21 11 35 N18 max
.214 16
.021 14 1.196 16 1.714e-4 15 4.903e-3 16 2.126e-2 10 6
-min,
-.217 1171 iL33 11
,1
-3..
e-4 16_
4 17 -
0 3
37 N19 max 1,688 16
-.031 13 1.215 17 3.236e-3 5
1.728e-2 16 0
16 39 N20 max 1.688 16
-,031 13 1.197 16 3.236e-3 5
1.724e-2 16 4.066e-3 17
- 40m in
-1.695 1 7 2 14 5 1.................
13...
1 17 -4....
41 N21 maxi 2.968 16
-.066 13 1.216 17 3.545e-3 5
1.926e-2 16 0
16 43 N22 max 2.968 16
-.066 13 1.197 16 3.545e-3 5
1.928e-2 16 4.066e-3 17 44 1>
mini
-2.976 17
-.457 5
-354' 15 5.145e-4 1 13 1-128e-2 17 1
45 N23 max
.106 10
.009 5
1.059 17 1.065e-2 12 6.37e-3 16 1.459e-4 16
- 46::
1 mint *-.103
.11
.1 1**96e-31 15.......3 17 296 1i
.456..4 1 47 N24
- max, 2.968 16
-.066 13
.991 17 4.856e-3 15 6.375e-3 16 3.069e-4 17
-L~
7 I~
in
-A 4
iLt A-AZ 17 49 N25 max
,214 16
.022 5
1.021 17 1,652e-41 5 5.88e-3 16 2.627e-4 17 RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design SetIm]ption S07-1e 30 Revision 0 Page 270 of 325
Company Designer Job Number Precision Surveillance Corp.
Brian Giometti CR-N1002-100 Crystal River USF Set Position Design Aug 6, 2007 1:02 PM Checked By:
Envelope Joint Displacements (Continued)
Joint X [inL Ic Y [in)
Ic Z [in]
Ic X Rotation... Ic Y Rotation... Ic Z Rotation r..
Ic mm 7n -.217 17
ýZ.
3i
-.I3LL 1~3 5e
~
L-~2e4~16 51 N26 max
.69 16
-.013 2
1.025 17 1.936e-3 5
9.262e-3 16 3.84e-4 17 52 m 1-.-9 17 i036---
5.............2**e-4 9
13 1-9.282e3 17L -
98 16 53 N27 max 1.688 16
-.03 13 1.029 17 3.995e-3 5
8.567e-3 16 3.711e-4 17 54 *:
- 695 1
-.25 5
-.294 41 13 1-8582 -3*
17 1-3.719 -
1 16 55 N28 max
.007 17
.001 5
0 12 2.138e-4 5
7.233e-4 11 2.106e-2 11
~56 1 minih
'A -.004 1i1 -.01 17 0
IT1 -1.38e-3 i 17 1
-1.-
17 1-.27e2 10 57 N29 max
.005 10
.002 15 0
12 3.577e-4 15 9.896e-4 16 2.027e-2 11 58~
min
-.07 1
-. 1 6
0 16 -1.444e-3 16-.6e41
-2.4e-10 59 N30 max 0
13 0
17 0
12 2.121e-4 5
3.825e-4 11 2.012e-2 11 60min 0
11 0
10 0
1 -1.372F,-3 17 -1.016e-311
-213e-2 10 61 N31 max 0
10 0
16 0
12 4.012e-4 15 1.004e-3 16 1.93e-2 11 62
-- mini
'0<' 12' 0
11 0
1' 13 1-1.432e-31 1I6 1-5.558e-4 10 1-2.244e-2 1"0 63 N32 max 0
10 0
11 0
17 2.872e-3 17 2.056e-3 17 5.322e-3 17 64 mi 0
17T
-.009 '6 0
13
-6.96e-4 3 -23*.264e**2 14 10 -5.62ie-3 10 65 N33 max 0
16
.001 16 0
16 2.92e-3 16 1.478e-4 17 4.066e-3 17 66 min 0
'17
-~.01 "17 0
"1~3 1.228e-3 15~ -201e-11
-6.24e3 10 67 N34 max
.003 17 0
11
.027 15 3.479e-3 16 2.056e-3 17 1.125e-4 17 69 N35 max 0
11 0
16
.019 13 3.445e-3 17 1.478e-4 17 6.533e-6 11
,_70-min
-.~00.3 16, 0 ~17~ ".093~ 117 1-6.96'e-4 1'3 1-2.3le3 16 -1.012eo-4 16 Envelope Joint Reactions Joint X [k]
Ic Y Mk]
Ic Z [kw Ic MX Nk-ftl Ic MY [k-Mf Ic MZ [k-ffl Ic 1
N31 max 0
12 20.852 11
.221 13 0
2 0
2 0
2 2
mn
-722LI0T5,8 16
-3.164 12 0-2 0
2 0
.2 3
N30 max 7.454 11 20.785 10
.221 13 0
2 0
2 0
2 4
m 13 !5.21
- 1.
mmi7 3
-3,1625iiI..
Q0
.2.
5 N33 max
.168 17 0
2 5.888 13 0
2 0
2 0
2 6
m6i i 17.19 I
167 -0i 2
-1l
ý0.982 6 0
2 0..
.2 0
2 7
N32 max 17.176 17 0
2 5.887 13 0
2 0
2 0
2 8
mi
-.91
'10' i~Y "0"
2
-10.9871/2 17 0-.Q 2
0 2"
~0
-7 2
9 N34 max 0
2 49.718-16 0
2 0
2 0
2 0
2 10
~
min 0
3.7 11 0
2L 0~
2L
'0~
2 0
2 11 N35 max 0
2 55.291 17 0
2 0
2 0
2 0
2 12 mi!2 33 1
0
<2 U2*
13 N1 7
' max' NC NQ NC NC NC LOCKED I 15 Totals:
max 18.206 11 65.983 5
12.216 13 1_1 1L~
min 1.~8.205 10 "'384 16
-17'363~ 117..
7 Envelope Member Section Forces Member Sec Axial[k]
Ic y Shearrk]
Ic z Shear[k]
Ic Torquerk-if]
Ic y-y Momen... Ic z-z Momen.. Ic 1
M1 1
max 0
2 0
2 0
2 3.165 11 0
2 0
2 1
nmn 1
"~
'2ý 0
2 0
Q 2"
0 16 0
2 0"
2~
9 5 max 0
2 0
2 0
0 2
0 2
0 2
10 5'
- max, 0
2~
0
.2 "
0 "2
2 0
~L 11 M2ima 0
2 0
2 0
2 0
2 0
2 0
2 11 M 2 1 max 0
20 0 2
0 2
0 2
0 2
0 2
19 5
max 0
2 0
2 0
2 0
2 0
2 0
2 20L min 00 2
~
2
~0-
-2 0
2~
0
~2 21 M3 1 max 13.784 10 0
2 1.788 11
.002 17 0
11 0
2 29 mnin
-1608 59 10.922 12 0
2
-.002 16 0
101 2
S2 5maxl13.592 10 1.922 12.
0 2
.002 17 0
11 0
2
-30 min
-1.8
"~"5-0' 2 1-1.788 11 J~.02" 16 0'
1 0
2 RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design SetIMODtion S07-tWe 31 Revision 0 Page 271 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1002-100 Crystal River USF Set Position Design Aug6, 2007 1 :02 PM Checked By:
Envelope Member Section Forces (Continued)
Member Sec Axial k]
Ic y Shear[k]
Ic z Shear[k]
Ic Torque[k-ft]
Ic v-Momen... Ic z-z Momen... Ic 31 M4 1 Imax 47.377 16 4.976 13 1.788 11
.086 17 0
10 22.022 13
-32 m
i*ii:*
- 1m2.314 2
-11.4 17 P 0<K, 2
-.074 16 0
17
-68,942 17 39 5
max 46.87 16 2.287 15 0
2
.086 17 0
10 76.13 17 r4 0 min' 11.808<
2
-11.4 17
-1788 1
-.074 16 0
17
'K,
-18..
5.
41 M5 1 max 13.822 11 0
2 0
2
.002 17 0
11 0
2 42 min-1626 14 1.922 12
-1...
10 002 16 0
1 0
.2 49 5
max 13.63 11 1.922 12 1.788 10
.002 17 0
11 0
2 50_______
-miin~ _i.818 -_14 h0 2
0
~2
-.002 16 0 ~1'O- ~0<0 2~
51 M6 1 max 53.025 17 4.976 13 0
17
.139 17 1.954 11 23.375 15
- 5.
.i.. 12.314 2
-1.394 16
-86 1
161 16' -081 1 10 -68.25 16 59 m5 ax 52.519 17 4.463 15 1.708 10
.139 17
.127 11 76.767 16 160 min Y1,1M8 8 2 -11.39*4 16
-144 11
.1611 Ii 16 34.094 10 -31*A1,
61 M7 1 Imax 0
2 0
2 0
2 0
2 0
2 0
2 62 im in 0
2 0
2 2~
i 2
0 2
0 2
69 5
max 0
2
-0 2
0 2
0 2
0 2
0 2
7mi 0
200 2
0 2
0 2
0K12 0
2 71 M8 1max 0
2 0
2 0
2 0
2 0
2 0
2 7, 7_
min
_OP:
-2<
0 2b 0
~2 K
2 0 Q:
2 0
2~
79 J_5Smax.0_
2 0_
2 0
2 2 0
2 0
2ý 80........
min 0
2**
2 t
2 0-2*
0
'2 0
'2 81 M9 1 max
.038 5
1.255 16 1.132 12
.029 17 0
2 0
10 82..
L:* _MinI
-. 8 1*
1-255*
5*
0g
/2 _,_7.029*
__16.< -0 2;.*
0 17.
89 5
max
.038 5
-1.255 16 0
2
.029 17 0
2 0
10 90 min m388--- 1A
-1.255 5 ___-.1 1
936 0_oi O
2 0 _0_
177 91 M10 1 max
.869 10
.113 16 0
2
.007 16 0
2 0
10 92
-2.632 I 11
.11 15~ ii -113
_13
-.007~ 17!
0h K2 0
- 17 99 5
max
.869 10
-.113 16 1.132 13
.007 16 0
17 0
10 07 i
-. 1 15 02
-.007 17 0
1 3 0
1 101 Mll 1 max 2.128 11 1.819 13 1.503 16
.135 12 0
2 0
2
.102*
i*,: m in 0
";! 8*
-372 1.....;:6 -,6239*,., 15,* -,* 02;*.:
1*5 1::::::::
0*
2:u 0-<
- 1 109 5
max 2.124 10
.4 16
.623 15
.023 15 0
2 0
2 110min 0
2
-1,819 13 iK1.Ž503 16
,.1350__*__
2 0
2 111 M12 1
max
.93 11 4.012 12 1.402 16
.003 17 0
2 0
2 112 inl 0 1
103~ __ 151- -.607~ _1 5i '-.07 10 F 0
.2 --
119 5
max
.936 10
.107 15
.518 15
.007 11 0
2 0
2
.120....
mn.. _ 0___
13
-4 T012 12
-<1.391 7
-i
.003 16 0
2__
121 M13 1
max 10.248 16 1.278 5
2.124 17
.004 15 0
2 0
2 1296 161
-.342.10
-.005
'tP 12 2
2 129 5
max 10.247 17
-.519 2
.86 15
.005 12 0
2 0
2 13 1 F -
'- i 15' 0
0 131 M14 1 max 1.091 11 3.006 15 4.728 17
.009 14 0
2 0
2 132 *..
-.644 16,
.175 16'
-.802 10
- 17.
0 2
0 139 5
max 1.084 10
.341 16 1.723 15 0
16 0
2 0
2 140 min 636 1..7T.
1.5
-4.712 16
-.009 15 0
2 0
2 141 1M15 1 max 1.2 11 3.034 15 1.94 17
.026 15 0
2 0
2
~
~min _~46~ 16 i
-.992 03
.8<
1~
.21 0
2
_f4 1 6
-125*
1 16 13
-085* 11*7.*
149 5
max 1.199 10
.262 16
.992 13
.084 17 0
2 0
2 150_
iLn !-.
- 46 i i;
1 7-3._8
-9 6
5 0
2 0
2 1 151 M16 1 max
.188 17 1.113 2
0 2
.004 17 0
2 0
10 159 5
max
.188 17
-1.113 2
0 2
.004 17 0
5 0
10 1in60 min
-.615 10
-1.113 2
0 2
.04
_16
- 0.
17
- 0.
11.
161 M17 1
max 0
2 0
2 0
2 0
2 0
2 0
2 2162
- ~<
min 1-38.257<
16 0
4K 2~ -. 4 16 pjbi<
2 169 5
max 0
2 0
2 0
2 0
2 0
2 0
2 A1 70 miD_--a82_57 1
0 0
2 49 16'21Q0 2
O T9 2
171 M18 1
max 0
2 0
2 0
2
.05 1171 0
2 0
2 RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design Set3oaotion SO7-1T e 32 Revision 0 Page 272 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1002-100 Crystal F AuM6, 2007 1:02 Pm Checked By:
liver USF Set Position Desian Envelope Member Section Forces (Continued)
Member Sec Axialrk]
Ic y Shear[k]
Ic z Shear k]
Ic Torque"k-ft Ic V-y Momen.. Ic z-z Momen... Ic i72* -
in.-3&
ý249° 1I7 0
7 2
i0 -2 Q
0 22*>0 2
0:4
/2lI 179 5max 0
2 0
2 0
2
.05 17 0
2 0
2 180 9
min
-38249 170 0
2 0
2
.0110 12 0
2 0
2 181 M19 1max 0
2 0
2 0
2
.011 11 0
2 0
2 778--~min, -3,2~58 411 0><>
2 0 ;'21/2
-.014 16 0
0 2
189 5 max 0
2 0
2 0
2
.011 11 0
2 0
2 190 1/2 mini
-3..258 11 0
2 0
2YZ -.L014 16 0
>2~ 0 2
191 M20 1max 0
2 0
2 0
2
.015 17 0
2 0
2 192*:z,,
mi
- 21 1,
0 21 0
2# *011 10 002 199 5max 0
2 0
2 0
2
.015 17 0
2 0
2 ip
- 20Q0....
-3.2 3 10 :
0' 2.....................
O 2
201 M21 1 max
.648 12 3.448 13
.245 17
.003 16 0
2 0
17 201in 13 i151 -.765 5
2-.46
-.003 17 0
2' 0
15J 209 5 max
.408 17
.26 17 1.236 16 0
11 0
17 0
13 21.0min....
-.126 15,
-5.761 15
..2 37.... 7
- 0.
- 10.
0 16..
17 211 M22 1max 55.24 17 0
2 0
2 0
2 0
2 0
2 212 mn 161 2
0 2
0 12 0
2 1 0
2 219 1
max 55.278 17 0
2 0
2 0
2 0
2 0
2 220 1K m
-1 6
<0.
2LQL 0
2 0~.2 2~YJ~
221 M23 1max 49.667 16 0
2 0
2 0
2 0
2 0
2 S 1min -3.228 1~ 1 2
0 1.0 ~
0 2F 229 max 49.705 16 0
2 0
2 0
2 0
2 0
2 230 3min:
-18 11 0
2 0
2 -
0 2
0 2
0 2
231 M24 1 imax
-.004 10
.012 3
0 2
0 2
0 2
0 2
IF3 min:
-.004 17
.012 87 0
2~
0_
2
-j0W 2 077 2-239 5
max
.004 10
-.012 3
0 2
0 2
0 2
0 2
tAý*_
min
.004 17
-.01<2 8> 0 2l 0f 2
0 2Ž7 0O 2
241 M25 1 max
.004 5
.012 14 0
2 0
2 0
2 0
2 242 mi
..004 16
.612 5
0
'2 0
2 0
2*
0' 20 249 5
max
-.004 5
-.012 14 0
2 0
2 0
2 0
2 250 min r
0i.
.16.......
5 00 2...j.....
2
- 0 2
0 2
Envelope Member Section Stresses Member Sec Axial[ksi] Ic y Shea... Ic z Shea... Ic y-Top[ksil Ic y-Bot[ksil Ic z-Top[k... Ic z-Bot[k... Ic F I M1 I I max 0
121 0
12 10 12 1 0
21, 0
2 0
2 0
2 10 mi ni
Ž 2 a
2 0
2 0
22
~0 2<0 2~ 0 2<,
9 5 -max 0
2 2 0
2 0
2 0
___2 0
2 0
2 0
2 11 M2 1 max 0
12 10 2
0 2
0 2
0 2
0 2
0 2
in 0
2 0
2*i0i a>2 0
2 0 1 2
19 5
max 0
2 0
12 L0 2
0 2
0 2
0 2
0 2
21 M3 1 max 3.112 10 0
2
.574 11 0
2 0
2 0
2 0
2 22~I min'~ -. 6 1.9i~
2 ~
0*
2o<0K2 0
Q 2~ 0~ 2 29 5
max 3.068 10 1.395 112 0
2 0 1 2
30nin--.06 5
0 2 L-.574 11 0
2 0 -
2___
_<2,__
31 M4 1 max 4.049 16 1.675 13.198 11 23.374 17 7.466 13 0
2 0
2 32 mjný 1 053 2 1-3.838; 17 < 0<< 2>
-~7.466 13----23.374 17
>0> -2 0 ý2 39 5
max 4.006 16
.77 15 0
2 6.105 15 25.811 17 0
2 0
2 41 M5 1
max 3.12 11 0
12 0
2 0
2 mi
-. 6 714-
-52 Qi 0
2 0a 49 5
max 3.077 11 1.395 12.574 10 0
2 0
2 0
2 0
2 5m
-.41 141 0
2 '< 0' 2<... 0
- 2 :
< :0 2
0>
2 0
2 51 M6 1 max 4.532 17 1.675 113 0
2 23.131 16 7.925 15 1.927 11 2.052 10 52
~
nsi20 9~ -1AI 161 -.207 110
-7.925 15
-2 131~
16 -
52 1 92"I f RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100 USF Design SetAW]tion So7-1)ae 33 Revision 0 Page 273 of 325
Company Precision Surveillance Corp.
Designer Brian Giometti Job Number: CR-N1002-100 Crystal River USF Set Position Design Aug6, 2007 1 :02 PM Checked By:
Envelope Member Section Stresses (Continued)
Member Sec Axial[ksi Ic v Shea... Ic z Shea... Ic y-ToDpksil Ic y-Botfksil Ic z.-Topk.. Ic z-Bot[k.. 1c 59 1 5
max 4.489 17 1.503 15.189 10 11.33 15 26.027 16.125 1113.051 10 min
- 1.
383 i*6' 6016 11 602 16
-1,,.3oT50 15 30 C1)25-11:1 1 6 1 M 7 I
nma x ý 0 2 1 0 12 0
2 0
12 0
2 1 0
-2 0 -ý 2
~62[
mi 022:1-0 '0 j 2 0
2
~
0 2~
02 2
'0 2~ 0 2
69 5 max 0
2 0
2 0
2 20 2
0 2
0 2
~o '
7HF r 0
2 0~2 2~0 2
Qj U70~~>>>__'i
~U 2 0 20'2Kf0 2
0' 22 2~
2 0
22 71 M8 1 max 0
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0 12 RISA-3D Version 5.5
[M:\\...\\...\\Engineering\\Final Design\\CR-N1002-100. USF Design SetAKI3ltion S07-1W_4e 34 Revision 0 Page 274 of 325
Company Designer Job Number Precision Surveillance Corp.
Brian Giometti CR-NI002-100 Crystal River USF Set Position Design Aug6, 2007 1M PM Checked By:
Envelope Member Section Stresses (Continued)
Member Sec Axial[ksil Ic v Shea..* Ic z Shea... Ic
-Top[ksi]
Ic y-B6t[ksi!
Ic z-Topkk..Ic z-Botlk... Ic 201 M21 1 max.087 12 1.109'13.054 17 0
15 0
17 0
2 0
2 202 711 mi
ý1A 15 -. 4 5.54!6 171 0
1,9i 0 2
0 2
209 5max.055 17.084 17
.27 16 0
17 0
130 17 0 16 210 mi
.1 5-1.5 5-2 17
~
0 13:
0 17 6
171 211 M22 1
max 10.87417 0
2 0
2 02 0
2 0
2 0
2 219 5
max 10.882 17 0
2 0
2 0
2 0
2 0
2 0
220 1 !in -1.03 11 0
0 2
0 2
0 2
2 221 M23 1 max 9.777 16 0
2 0
2 0
2 0
2 0
2 0
2 222 1 min: -.6511 0.2.0.2.
0...
0 2
0 2
042 229 5
max 9.785 16 0
2 0
2 0___
2_2 0
2 230~V
~min -.628 i 01 22
~0
>0 0
2
_0_2 231 M24 1
max -.004 10.029 3
0 2
0 0
2 0
2_0_2 232 5
ax.004 17.029 a
0 2
0 02 02 2
0 2i 0
2 239 5 max.004 10 -.029 3 0
2 0_2_0_2_2_
240----
17i1 -.. 918
.0 2 0
12 241 M25 1
max
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.029 14 0
2 0
2 0
2 0
2 0
2 249 5
max -.004 5 -.029 14 0
2 0
2 0
2 0
2 0
2 120.1
- 2.
121 0
2 0
2j Envelope AISC ASD Steel Code Checks Member Shape Code C... Loc[ftl Ic Shear C... Locfft] Dir Ic Fa [ksi]
Ft [ksil F]b yy.. Fb z-z [... Cb Cmy Cmz ASD Eqn I
M1 W21--3.799 11.668 17.223 11.6681 V 11 25.825 28.728 35.91 31.601 1....85.85 H1-2 222 1.668 116 10 12a.283.9 '160 1
5j8
-2 3
M3 W.6X. 5
.757 6.363 11
.073 12.726: V 12 16.356 28.728 34.925 28.728 1...
1
.6
- H1-3 5
M5 W6X...
.757 6.363 10
.073 12.726 ý 12 16.356 28.728 34.925 28.728 1..
1
.6 H1-3 1 6 VM6A VV
- 98 1* 72*1.0616
.238 7 y
2B15281 35.91 28728'i 2-3 6 *25 A1I2*
7 M7 W14x43
.685 11.743 17
.658 12.139 v 214 20.385 28.728 35.91 28.728 1
.6
.85 H2-1 W4M8 W1A4x4
.691 11-74216
- 12.
- y. 117.20.386 2.728 3 28.728 1 1.I 1.85 H2-1 9
M9 W14X68
.045 3.75 12
.017 0
1y 14 25.877 28.728 35.91 31.6011 1 1
1 H1-1 10 M i -Wl4xO ~.124 3.513 11 0 z 133.2 ~28,213 91 12.72 1_1 I.-
1 H-1 11 Ml l s10x25.4
.299 4.141 16
.097 0
_12 24.734 28.728 35.91 31.601 1..
1 1
H1-3 3 3.5 y
1 H -
13 M13 s10x25.4
.656 3.75 17
.031 7.5 5 24.734 28.728 35.91 31.601 1...
1 1
H1-3 A~ !ILI t~2
~74 09 12I8.72 35.91 31.601 ý1..
1 1
H-3 15 M15 i W8x28
.335 3.75 15
.114 0
V 14 20.098 21.6 27 23.76 1.
1 1
H2-1 16 7-1 W14301.053
~
351
.22
-9 0 -2~ y...Z
_1A -
17 M17 3/4 IN WI..
.872 0
16
.075 0
16 5.847 47.88 59.85 59.85 1
.6
.6 H2-1
.871 04i
/~
J 17
.076 0
7-7Z
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47,~
598 i
1
.6.6-HA2-1 19 M19 3/4 IN WI...074 0
11
.022 0
16 5.847 47.88 59.85 59.85 1...
6
.6 2-1 20~
M2 13/4 1N wi.-
0z 7 -4 0
0..22
.1Q-0 171.4 478 59,85 59.m7--6 L.
-1i H211-21 M21
$10x25.4
.977 11.016 17
.194 5.391y 3 26.962 28.728 35.91 31.601 1
.6 1
Hi H1-2 2*.
.U4X4X6
.396
.25 17
.0 00 y2 27.50912:.721
.6 3
.6 H-1..
23 M23 TU4X4X6
-376 2.25 14.000 0
v 2 20.683 21.6 23.76 23.76 1".6
.6 Hi-i 24 M24 2)T2X4
.0.37612.83 3
.0020 yI Y 3 1 2*586 21.6 Code..._
H'-
25 M25 I L2X2X4
.001 0
5
.002 0
y 14 2.586 21.6 -Code... I_
II I I H1-1 RISA-3D Version 5.5
[M :\\...\\...\\Engineering\\Final Design\\CR-N 1002-100 USF Design Seta3D]tion S07-Dte 35 Revision 0 Page 275 of 325